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Plans BU P2015 - 00030 BU P2015 - 0033 1 BU P2015 - 00332 BU P2015 - 00333 BU P2015 - 00334 BU P2015 - 00335 �N)PROFes : 61 ,,, eft. Y 654 " ' ; PROJECT TEAM FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS t,t, �-° TYPE V- B PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESC 401.1 - \\,„:7,0,,,,,,,,,,, WALL INSULATION -ABOVE GRADE R-21GREENBURG ROAD APARTMENTS CONTRACTOR CIVIL ENGINEER PRIMARY STRUCTURAL FRAME 0 WALL INSULATION - BELOW GRADE R-15 v„,.....„,.t., EVERGREEN BUILDERS, LLC SUMMIT ENGINEERING LLC BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP. LINE) FLAT CEILINGS . R-38 41f'F`I`N c/p JOE WESTERMAN PO BOX 219263 NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) FLAT CEI CEILINGSSR-38 b f�� 7420 SW HUNZIKER ROAD, SUITE D PORTLAND, OR 97225 NON BEARING INTERIOR WALLS 0 TIGARD, OR 97223 FLOOR CONSTRUCTION 0 UNDERFLOORS R-30 BY: JTII 4AF , PE FT R R-15 ,�CONTACT. JASON HAVELKA AND SLC -DCc _R M E CNDARY MEMBERS SLAB _. R....__EFN _ J CONTACT: JOE WESTERMAN ROOF CONSTRUCTION 0 HEATED SLAB INTERIOR R-10 PHONE: (971) 251-0194 ,WINDOWS U-0.32 RECEIVED PHONE: (503) ] OPERTIES.COM EMAIL: JASON©SUMMITENGINEERINGLLC.COM EXTERRWALLSASEDONFESEPARAON DINSTANGE gV/>2S2GING <5 1 EXTERIOR U-0.40 9550 SW iiRE1Ei'\ BUIRC ROAD PROJECT MANAGER LANDSCAPE ARCHITECT 5<X<10 1 FORCED AIR DUCT INSULATION R-8Y OFT/GARD CONTACT: DARYL RETZLAFF CLARK LAND DESIGN, PLLC 10>X>30 0 ADDITIONAL MEASURE CHOSEN BUILDING D1 ! DN OR 97202 10013 NE HAZEL DELL AVE #177 X>30 0 4-Ductless heat pump: PHONE: (503) 680-0045 VANCOUVER, WA 98785 Windows to be U-0.32 +� EMAIL: DARYL@JMWPROPERTIES.COM CONTACT: JAMES CLARK TABLE 1021.2(1) _7 of Tigard Erosion Control - --- STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES VICINITY MAP To Schedule inspections: / OWNER PHONE: (360) 921-4445 STORY MAXIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE Calf (5Q3) 639-4175 Client GREENBURG ROAD APARTMENTS, LLC BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET HzalltrZif'rbss Wes IT Initial inspection: Evergreen Builders, LLC 7420 SW HUNZIKER ROAD, SUITE D EMAIL: JCLARK@CLARKLANDDESIGN.COM TABLE705.2 Prior tofooting inspection TOGARD, OR 97223 Final inspection: 7420 SW Hunziker Road, Suite D MINIMUM DISTANCE OF PROJECTION c/o Joe Westerman Prior to final building Inspection Tigard, Oregon 97223 STRUCTURAL ENGINEER PERMIT COORDINATOR FIRE SEPERATION DISTANCE(F5D) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD g BUILDER'S DESIGN, INC 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED SUMMIT ENGINEERING LLC ```>, PO BOX 219263 11125 NE W E I D LE R ST GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF , Emba Embassy Sui!ey;.by PORTLAND, OR 97225 PORTLAND, OR 97220 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) '"Bihor Poll- 'd... 30 FEET OR GREATER 20 FEET CONTACT: JULIE HAVELKA CONTACT: BRANDON YODER ,C�TYOFTGAItD E John s Inctedihle ., REVIEWED FOR CODE COMPLIANCE Fiera Cowpony ' PHONE: (971) 251-0194 PHONE: (503) 252-3453 _ OTC.Approvedlt � g 7art,,I EA - =� PROJECT LOCATION - EMAIL: JULIE@SUMMITENGINEERINGLLC.COM EMAIL: BUILDERSDESIGN©GMAIL.COMPermit* ,- -,• v�� Project "' 'Address - . C-- - ti -� GreenburgRoad Apartments BUILDING CODE SUMMARY NARRATIVE .._. iw.� ,...�■.r• w SCOPE OF WORK 217 Ti ard, OR 97202 Greenburg SW Road 'Suite ; INDEX OF DRAWINGS THIS PROJECT CONSISTS OF 63 MULTI FAMILY RENTAL HOUSING UNITS.THE 63 UNITS ARE IN (6)3 STORY BUILDINGS.THE BUILDINGS ARE A5 FOLLOWS: lir Byi 'Atm Dat q 9 BUILDING 1: (6)1-BEDROOM UNITS,3 STORIES JF- PER STORY(ALL S.F. INCLUDES EXIT ACCESS STAIRWELL). F. TOTAL / �' .It - ` CS COVER SHEET ICl -e .rle act A {EOTECHNICAL / CIVIL ENGINEERING PLANS BUILDING 2: (4)2 BEDROOM UNITS,8 GARAGE SPACES.3 STORIES. .F.1ST FLOOR GARAGES. S.F. LIVING SPACE,forle .F.TOTAL {1-Z r ,zi � - BUILDING 3: (6)2 BEDROOM UNITS,12 GARAGE SPACES,3 STORIES. S7 F.1ST FLOOR GARAGES.5;82 F. LI ING SPACE.,37-235-S.F.TOTAL -2(Le fi <, REPORT IS REQUIRED EO <I ! / C1.1 EXISTING CONDITIONS PLAN Yri$zzi ': I EFORE ? EE FOOTIi` GBUILDING 4: (18)1 BEDROOM UNITS(1 UNIT WILL BE MANAGERS UNIT), (6)2 BEDROOM UNITS,3 STORIES S.F. PER STORY. .F.TOTAL S Wasfungton Square . • S y Designer C2.1 SITE PLANINSPEC i'I iN IS APPROVE le,hc,,rin.,3 mall BUILDING 5: (6}1 BEDROOM UNITS,(6)2 BEDROOM UNITS,3 STORIES 39. 2 F_ PER STORY_ .F.TOTAL QC J T '�„- '2; ' -- . •-..4;., . ;4 Builders Design, inc. R ril �i � v'li��f�.11 3 5•S�itS C2.2 GRADING PLAN 11125 N.E. Weidler St. BUILDING 6: (3)1 BEDROOM UNITS, (9)2 BEDROOM UNITS,3 STORIES, PER STORY. F.TOTAL p� C2.2A GRADING DETAIL PLAN ALL GROUND FLOOR UNITS ARE TO BE ADA ADAPTABLE (�� s'Ni_ ts„ q s: Portland, OR 97220 C2.3 UTILITY PLAN •"' Office: (503) 252 3453 PPROVED rum C8.1 DETAIL SHEET SITE INFO: iNC UDE UN-ATTACHED: C8.2 DETAIL SHEET GENERAL INFORMATION f��L • Properly ID W273156 fit"( � � SPECIFICATION ROOK EROSION CONTROL PLANS P� s4r:c;cf� sc stir cc�rsl s: _„_STRUCTURAL CALLS EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET • County WASHINGTON ,�� 7 [ .Mi C OCUM TS • ID 15126DG00900 - EC2.0 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN StateIount R238282 `� ��- r EC3.0 GRADING, EROSION AND SEDIMENT CONTROL PLAN SITE INFO w`a5tungton Square roc , • ani LUCK`'�; EC4.0 EROSION AND SEDIMENT CONTROL DETAILSLANDSCAPING DRAWINGS SiteAddre55 9550 SW GREENBURG RD At ��7 � am_ ,°r �- LIABILITY LANDSCAPING PLANS �1..- ,, ` r The City of Tigard and its 7 ,� L1 LANDSCAPE PLANTING PLAN • City/State/Zip TIGARD -1 employees shall not be ,' 7 L2 TREE CANOPY SITE PLAN ASSOCIATED CASE NUMBERS: l r responsible for discrepancies T L3 PARKING LOT TREE CANOPY PLAN SITE DEVELOPMENT REVIEW(SDR):5DR2014-00002 ems' n 1 p paneies L4 SOIL VOLUME PLAN ADJUSTMENT(VAR):VAR2014-00010 - which may appear herein. L5 OFF-SITE TREE PRESERVATION PLAN ADJUSTMENT(VAR):VAR2014-00011 L6 OPEN SPACE CALCULATION PLAN GENERAL CODE SUMMARY NOTES ARCHITECTURAL 1 STRUCTURAL DRAWINGS 1. 000UPANCY OF ALL SPACES IS R-2 OFFICE COPY CLOSED 12141v: _ PERMIT REQUIREMENTS BUP2015 OD330 9510 SW GREENBURG BUILDING 1 BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALLY CODE - BUP2015-003319520 SW GREEN BURG CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SEPARATE PERMITS REQUIRED FOR PLUMBING, ELECTRICAL,AND MECHANICAL. FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE PERMIT. BUP2015-00332 9530 SW GREENBURG Al BUILDING 1 - ELEVATIONS / ROOF PLAN 1 CODE SUMMARY BUP2015-00333 9570 SW GREENBURG A2 BUILDING 1 - 1ST FLOOR PLAN 404.7:EXTEND INSULATION UNDER SLAB 24"MIN. DEFERRED SUBMITTALS ` -` A3 BUILDING 1 - 2ND FLOOR PLAN 404.9:ONE PERM VAPOR RETARDER TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION 1. ROOF TRUSSES BUP2015-00334 9580 SW GREENBURG A4 BUILDING 1 - 3RD FLOOR PLAN 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. 2. FIRE STOPPING A5 BUILDING 1 - FOUNDATION PLAN 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES 1 HOUR SEPARATION PROVIDED. A6 BUILDING 1 - SECTIONS & DETAILS ALL OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE SEALED WITH CAULKING MATERIALS OR CLOSED WITH GASKETING SYSTEMS COMPATABLE WITH NOTE S7 BUILDING 1 - SHEARWALL PLANS AND SCHEDULE THE CONSTRUCTION MATERIALS AND LOCATION.ALL JOINTS AND SEAMS TO BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE PERMEABLE WRAPPING MATERIAL. THE GNERAL CONTRAGOR SHALL PROVIDE A LIST OF FIRESTOPPING MATERIALS I ASSEMBLIES r0 BE USED,THE TYPE OF PENETRATIONS WHERE EACH MATERIAL I ASSEMBLY WILL BE USED DETAILS FOR ALL BUILDINGS SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND THE LISTING AND APPROVAL, INFORMATION (UL OR IGC REPORT I LISTING NUMBER), TO BE SUBMITTED TO THE BUILDING INSPECTOR AND SCHEDULE A MEETING TO REVIEW THESE MATERIALS FP1 TYPICAL 1 & 2 BEDROOM UNITS BUP2015 00335 9590 SW GREENBURG FP2 TYPICAL 1 & 2 BEDROOM FRAMING PLANS CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: FP3 TYPICAL TYPE A BEDROOOM UNITS 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST10. SITE Map _ -=W7 DS1 TYPICAL DETAILS TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB l -- -7 DS2 TYPICAL DETAILS BASE ALLOWABLE AREA PER STORY:7,000 S.F. -`` zois WT TYPICAL WALL TYPES & GENERAL NOTES MAXIMUM NUMBER OF STORIES:2 . SUMMIT ENGINEERING LLC v� • THESE DRAWINGS ARE THE PROPERTY BUILDING 2 MAXIMUM BUILDING HEIGHT:40' i `- OF SUMMIT ENGINEERING LLC AND 504.2 SPRINKLER INCREASE WITH NEPA 13 SYSTEM:3 STORIES, 60'HEIGHT ARE A8 BUILDING 2 - ELEVATIONS 1 ROOF PLAN / CODE SUMMARY ,� '�,a NOT TO BE USED OR REPRODUCED IN A9 BUILDING 2 - 1ST FLOOR AND FOUNDATION PLAN 506.4.4 MAXIMUM BUILDING AREAS: ANY MANNER,WITHOUT PRIOR A10 BUILDING 2 - 2ND FLOOR AND FRAMING PLANS NOT USING SPRINKLER OR FRONTAGE INCREASES 1UILDIN� WRITTEN AUTHORIZATION. Al 1 BUILDING 2 - 3RD FLOOR AND FRAMING PLANS 7,000 S.F. x2OO%=14,00a S.F. MAX. BUILDING AREA. PER FLOOR nrnr�,l,,, - _ _ -_-. Al2 BUILDING 2 - SECTIONS & DETAILS F1' •. •RMS A' ' QU[RED e' FIRE SP! , ERSYS E 11W `� -- - / BUILDING - HE SCHEDULE 'wwt `� REVISION SCHEDULE: S13 UILD G 2 SHEARWALL PLANS AND BUILDING 3 CHAPTER 6-TYPES OF CONSTRUCTION REVISION DELTA ISSUE DATE A14 BUILDING 3 - ELEVATIONS / ROOF PLAN / CODE SUMMARY TABL - FIRE STANCE G REQ ' NTS FP' ; !WING ELEMENTS: _. . SLi%p� 1 A15 BUILDING 3 - 1ST FLOOR AND FOUNDATION PLAN NO FI TING RE,• 'EMENTS i'ASSEMBLIES FOR VB CONSTRUCTION ----� 1' - NG1 Al 6 BUILDING 3 - 2ND FLOOR AND FRAMING PLANS TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE •`-,, 4 '- Al 7 BUILDING 3 - 3RD FLOOR AND FRAMING PLANS -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. ��-� f A18 BUILDING 3 - SECTIONS & DETAILS \ - - S19 BUILDING 3 - SHEARWALL PLANS AND SCHEDULE CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURESAl 6 v n �^ BUILDING 4 705.11, EXCEPTION 5- PARAPETS ARE NOT REQUIRED- BUILDING PROPOSED TO MEET EXCEPTION 5 ❑ p 0 PRINT DATE: 18 2016 8:14:24 AM 11 A20 BUILDING 4 ELEVATIONS / ROOF PLAN / CODE SUMMARY -PROVIDE CLASS C ROOF COVERING v q ; r te -_. ___ _I A21 BUILDING 4 - 1ST FLOOR AND FOUNDATION PLAN -1/2"FIR] RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS �\ o q �' ��T 3�'r t - /- / A22 BUILDING 4 - 2ND FLOOR AND FRAMING PLANS 708.3-FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. -`� \ littr \ '��y�-„�' '`� „ �`'.., . SHEET TITLE: q ! A23 BUILDING 4 - 3RD FLOOR AND FRAMING PLANS 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. .\ • ` A24 BUILDING 4 - SECTIONS & DETAILS 711.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR r,: .\ �_. ,�` q * S COVER SHEET S25 BUILDING 4 - SHEARWALL PLANS AND SCHEDULE 711.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED- �° \` " ' W \. \,rte`. _ BUILDING 5 TABLE 716.5 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY, 1 HOUR RATED DOOR. q / � A26 BUILDING 5 - ELEVATIONS / ROOF PLAN / CODE SUMMARY 708.4 EXCEPTION 5/6-DRAFTSTOPPING IN ATTIC NOT REQUIRED s: \�� o �~ C) A27 BUILDING 5 - 1ST FLOOR AND FOUNDATION PLAN \ �'_,�"' o q ` A28 BUILDING 5 - 2ND FLOOR AND 3RD FLOOR PLANS CHAPTER 9-FIRE PROTECTION SYSTEMS \� ��`�� qq o o % �� O a �' oma . `.. �' �`� A30 BUILDING 5 - SECTIONS & DETAILS 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED `' ''s \. `p O p 0 S31 BUILDING 5 SHEARWALL PLANS AND SCHEDULE \ O �'-- '� 903-3.1.1 - NEPA 13 SPRINKLER SYSTEM REQUIRED. `� 4�G r a t q I `` -�'- __ - _T BUILDING 6 q o TYPE A UNITS �` *�' DRAWN BY: BSY A32 BUILDING 6 - ELEVATIONS / ROOF PLAN / CODE SUMMARY GHAPTERIO-MEANS OF EGRESS \� � �� b O ` A33 BUILDING 6 - 1ST FLOOR AND FOUNDATION PLAN TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT q \� _ .�"` �.:.�;:.. . ..-- APPROVED BY: JH A34 BUILDING 6 - 2ND FLOOR AND 3RD FLOOR PLANSy" 3 O� Yws '. SECTION 1021.1 EXCEPTION 4:ONE MEANS OF EGRESS15 PERMITTED FROM WITHIN EACH DWELLING UNITS,OCCUPANT LOAD<20 WITH 13 SPRINKLERS. \ 't.�} eV- • '8. ] /__ ___._ -7 A35 BUILDING 6 - SECTIONS & DETAILS TABLE 1021,2 STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY 4 DWELLING UNITS PER FLOOR-50'OF TRAVEL DISTANCE ♦ ` p `-4' S36 BUILDING 6 - SHEARWALL PLANS AND SCHEDULE . �� > _ o I SHEET. -EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION 1029 \�� ` _ _ TABLE 1026.6-EXTERIOR STAIRS TO BE SEPARATED FROM THE INTERIOR THE SAME AS EXIT ENCLOSURES.1 HOUR WALL ASSEMBLY, 60 MINUTE DOOR ASSEMBLY. \ '-` `� I ... x' _ = SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. \\ rillFr. frc" It.M.:„..._,: ' '17:= ; ' , 0 • C S 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. \,4. , "", ;BUILDING BUILDING • { CHAPTER 11 -ACCESSIBILITY \".i.t., ACCESSIBILITY REQUIREMENTS APPLY To THE ENTIRE FIRST FLOOR OF ALL BUILDINGS of THIS PROJECT.THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS \` .,, ; T ;� 3 I1=- 2 TYPE B UNITS ARE REQUIRED-BOTH GROUND FLOOR UNITS TO BE TYPE B '` " I� ` A ` a JOB NO.: 9812 NOTE:ASSUMED SOIL BEARING PRESSURE IS 3,000 LB. -PER GEO-TECH REPORT GO SCALE: 1/4" = 1'-O" y PROF„ s, c,ts,,:t..s_,GAN ,T °4-_,T... 6546f.' / trt, d\_icx OREGON i ° QQ GREENBLIR_G ROAD APARTMENTS Pf 615607- . By•• Ev-ERGfuEN BuILDEfts LLC 9550 SW GREENBURG TIGARD, OR 97202 / / / / Client Evergreen Builders, LLC c/o Joe Westerman 7420 SW Hunziker Road, Suite D Tigard, Oregon 97223 INDEX OF DRAWINGS CS COVER SHEET CIVIL ENGINEERING PLANS C1.1 EXISTING CONDITIONS PLAN C2.1 SITE PLAN C2.2 GRADING PLAN C2.2A GRADING DETAIL PLAN l_. ._.._ C2.3 UTILITY PLAN / T C8.1 DETAIL SHEET Project C8.2 DETAIL SHEET Greenburg Road Apartments C050 SEDIMENT CONTROL COVER SHEET 9550 SW Greenburg Road C051 EROSION AND SEDIMENT CONTROL PLAN Tigard, OR 97202 EC3.0 EROSION AND SEDIMENT CONTROL PLAN C050 EROSION AND SEDIMENT CONTROL DETAILS - ROADIMPROVEMENTS / / R1.0 COVER SHEET Designer R2.0 ROAD IMPROVEMENTS R3.0 STRIPING DETAILS Builders Design, inc. R4.0 DETAIL SHEET 11125 N.E. Weidler St. Portland, OR 97220 R5.0 EROSION AND SEDIMENT CONTROL PLAN Office: (503) 252-3453 LANDSCAPING PLANS L1 LANDSCAPE PLANTING PLAN L2 TREE CANOPY SITE PLAN L3 PARKING LOT TREE CANOPY PLAN L4 SOIL VOLUME PLAN L5 OFF-SITE TREE PRESERVATION PLAN PHOTOMETRIC PLANS SL1 SITE LIGHTING PLAN - 7 SITE INFO: GENERAL INFORMATION • Properly ID W273156 • County WASHINGTON • State ID I5126DCO09O0 • Alt Account# R238282 SITE INFO • Site Address 9550 SW GREENBURG RD • City/State/Zip TIGARD ASSOCIATED CASE NUMBERS: SITE DEVELOPMENT REVIEW(SDR): SDR2014-00002 ADJUSTMENT(VAR):VAR2014-00010 ADJUSTMENT(VAR):VAR2O14-00011 SEPARATE PERMITS REQUIRED FOR PLUMBING, ELECTRICAL,AND MECHANICAL. FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE PERMIT. DEFERRED SUBMITTALS 1. MANUFACTURED ROOF TRUSSES 2. FIRE STOPPING / / 3. ELECTRICAL PERMIT ,/ / 4. MECHANICAL PERMIT (C) COPYRIGHT 2015 5. FIRE SPRINKLER SYSTEM SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE REVISION 1 PLAN LOG NOTTYMANNO SE EDOITHOUTDUCEDIN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. REV# SHEETS REV. REVISION DESCRIPTION DATE APPROVED BY: / REVISION SCHEDULE: REVISION DELTA ISSUE DATE . PRINT DATE: 8/18/2016 8:14:24 AM 7 / / / SHEET TITLE: Unnamed /_ DRAWN BY: Author APPROVED BY: Checker / --.7 SHEET: o . cs . 1 JOB NO.: 9812 SCALE: 1/4" = 1'-O" Fp P ROFFs,S Ar BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS OREGON / t( ` SCOPE OF WORK TYPE V-B `''' THIS BUILDING CONSISTS OF 6 1-BEDROOM UNITS. PRIMARY STRUCTURAL FRAME 0 V"i• 0,t` SITE INFO: BEARING WALLS 0(1-HR RATED WITHIN 10 OF PROP. LINE) /..- _ 6/56/2 Orf GENERAL INFORMATION NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) If • Property ID W273156 NON BEARING INTERIOR WALLS 0 • County WASHINGTON FLOOR CONSTRUCTION 0 f - • State ID 15126DG00900 AND SECONDARY MEMBERS _ • Aft Account# R238282 ROOF CONSTRUCTION 0 - - - -SITE INFO - Site Address 9550 5W GREENBURG RD FIRE RESISTANCE RATING REQUIREMENTS FOR -N • City/State/Zip TIGARD EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANCE m - ASSOGIATED CASE NUMBERS: X<5 1 c"N IL SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 5<X<10 1 - ADJUSTMENT(VAR):VAR2014-00010 10>X>30 0 ll1 , -- ------- --- .41�1� 1,..- 111 ADJUSTMENT(VAR):VAR2014-00011 X>3O 0 Ai Iib . . 1111111'I 1 f11111111111■111111noh... -id 111111111* I m !,. �`� �12 .� �>•��III I�n��lril��>. -_= i i dill��Nn�iI�11�il�n��Irn1�.. PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESC 401.1 TABLE 1021.2(1} .�1�1�� 1� � 1��f111111� �. / / WALL INSULATION-ABOVE GRADE R-21 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES n III II I i I III II II III I III I I / / WALL INSULATION-BELOW GRADE R-15 STORY MAXIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE Client FLAT CEILINGS _ R-38 BASEMENT, FIRST, SECOND,OR THIRD FLOOR 4 DWELLING UNITS 125 FEET \1 - ' Evergreen Builders, LLC VAULTED CEILINGS R-38 II 1? .1 do Joe Westerman UNDERFLOORS R-30 TABLE 705.2 11 I OCTAGON WINDOW 7420 SW Hunziker Road, Suite D SLAB EDGE PERIMETER R-15 MINIMUM DISTANCE OF PROJECTION in ill i Tigard, Oregon 97223 HEATED SLAB INTERIOR R-10II !� JL FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD WINDOWS U-0.32 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED lI II I SKYLIGHTS U-0.60 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF - Il III - Il 1 I EXTERIOR DOORS U-0.20 LESS THAN 30 FEET F5D BEYOND 3 FEET(OR FRACTION THEREOF) 1111111111 II11111II1111111111■1 1i11111111I11!!I I EMI till 1 I Mil 1 1 1 1 I 1 I 1 EXTERIOR DOORS W/>2.5 FP GLAZING U-0.40 30 FEET OR GREATER 20 FEET 11111111 011111111III11I►�111IImiII1 1' ill �Illll�l 1�� I��1��1 TINT 11Ig1��11�11�1�1IIIIIIIemumm 1I gip MitamPinifigalmirallial,1 III 11111 1n1�1��111FORGED AIR DUCT INSULATION R-8111„ 1 1 111 1m 1 1I �i1�111�111I1I1ADDITIONAL MEASURE CHOSEN 74I 111111111111 11mm111I�111 1111 111111111111 • 11111111111 11111111111 , / X31111111111n1n11l1n111111111101111111111111 �I1I11111I61111111111111111111111111I1IIlI1► M / / 4-Ductless heat pump: Irm1>1111m1111t11m111111111eaglp1rE1l111r rr IMINin11rmrlrrmn111mm >r llinilm1111 Windows to be U-032 I 111 II -'" - I I 11111 Project GENERAL CODE SUMMARY NOTES II II 11 Greenburg Road Apartments II 11 III 9550 SW GreenburgRoad 1.OCCUPANCY OF ALL SPACES 15 R-2 - III �l 111 iI Tigard, OR 97202 BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE _ 4 11 CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY III I ,�� 111 II/ 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. Ill III .1!11111. II 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. 11111!111111mH1il■illilltl!lilllInl1111111I 411111111111h. i1111l111111imil�illfllii11i11•IIIIgl11' ' 11I11111111I1I11I�1I1I1a11111■1I1II111111111M 11�I111r11111��- IIIIIIIIIlaI1111111111111I111111111111.111111 Designer SEE DETAIL i© 11111 h11i11i11i1�l�i111111111111111 .IMIIINIIIII11IIIIIIt�. 'I1IL1f11l111/1111Ii1111Ii11111111111L11111�1 1 1 _ 41111�111I1111111111111M11h1. E ' r■1■■■1■■n■1■�■■■1�#■■■1�nt l�lr� Builders Design, Inc. CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: �� 111111111111=1111111111111111111111111111111111111131111101 ,d11�11111111111111111111111111_111111► _ti11I1Jilia_Illlrrli111 Nil 1 ,-' 11125 N.E.Design, in St. 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. rii�i�'�ii�i liiaii � Aim - ------ _- m\ AMM [Iillilil1i111■Illil■111I� S.M.GUTTERS 111 I II t�1�t11■11111111r1 MOM I trll 11r■1�111m1111� X11 II Portland, OR 97220 TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB NOTE: LINE OF WALLS BELOW - - - Office: (503) 252-3453 BASE ALLOWABLE AREA PER STORY:7,000 S.F. MAXIMUM NUMBER OF STORIES:2 -PROVIDE GLASS G COMPOSTITION ROOFING - 1 MAXIMU = ILDING H .T:40' -ROOF SHEATHING SHALL BE 15/32"APA RATED .. I! r r r , Ii •• I Ir4.2 S" 1 ' 'NCR ;: ► ITH NFP •YSTEM: . •RIES, •!'HEIGHT SHEATHING WITH 8d NAILS @ 6"O.G.AT ALL PANEL 1 506.4.4 MAXIMUM BUILDING AREAS: EDGES AND 12"O.G. IN FIELD(TYP) 7" . - NOT USING SPRINKLER OR FRONTAGE INCREASES e)-DENOTES DOWNSPOUT LOCATION •4 1 i , - _. 7,000 S.F.x 200%=14,000 S.F. MAX. BUILDING AREA. PROPOSED BUILDING LIVING AREA=4,644 S.F. FIRE ALARMS ARE REQUIRED FOR SPRINKLER SYSTEM - 1 r----- 7 - / r --..._ / 17, RADON CONTROL ENT / " CHAPTER 6-TYPES OF CONSTRUCTION 11 5Q. F1. 27.5 SQ. FT. 11 5Q. FT. 8'-0" 115Q. FT. 27.5 SQ. FT. - 11 SQ. FT. �f TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: N - SEE DETAIL ON .HEET 7 z . i DUTCH HIP GABLE r * 40'-0" z -1 NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION ; FRONT TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE DRAG TRUSS-4,600 LB. LOADROOF VENT i v4'=11--0' 5 -J _ -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. - I co - J- - � - - - - GROUND FLOOR WALL SQUARE FOOTAGE: 320 5Q. FT. f' CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES D D!1=1 D D WINDOW AND STAIR OPENING AREA: 163 SQ. FT. e t r 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 50.9% ,.:,, .; -PROVIDE CLASS C ROOF COVERING , -r- S �* - 1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS DRAG TRUSS / , '41.-*/ s.. , 7083-FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. -SEE DETAIL O MANU TRUSSES @ 24"0.C. 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. I 711.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR - - - - L - - - - _. - - - �, • 711.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. N _ TABLE 716.5 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY, 1 HOUR RATED DOOR. -` -,„ DRAG TRUSS=3,400 LB. LOAD N. ....-,-'` 708.4 EXCEPTION 5/6-DRAFTSTOPPING IN ATTIC NOT REQUIRED / / CHAPTER 9-FIRE PROTECTION SYSTEMS / / (C) COPYRIGHT 2015 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED SUMMIT ENGINEERING LLC 903.3.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. THESE DRAWINGS ARE THE PROPERTY e 9 OF SUMMIT ENGINEERING LLC AND ARE CHAPTER 10-MEANS OF EGRESS NOT TO BE USED OR REPRODUCED IN TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT 1/2"FIRE RATED PLY.WD. ANY W KITTEN MANNER,WIT AUTHORIZHOUT ATION. PRIOR SECTION 1021.1 EXCEPTION 4:ONE MEANS OF EGRESS 15 PERMITTED FROM WITHIN EACH DWELLING UNITS,OCCUPANT LOAD<20 WITH 13 SPRINKLERS. ROOF PLAN / / TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-4 DWELLING UNITS PER FLOOR-50'OF TRAVEL DISTANCE 1/6,1-0' / / -EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION 1029 REVISION SCHEDULE: TABLE 1026.6- EXTERIOR STAIRS TO BE SEPARATED FROM THE INTERIOR THE SAME AS EXIT ENCLOSURES.1 HOUR WALL ASSEMBLY, 60 MINUTE DOOR ASSEMBLY. SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. REVISION DELTA ISSUE DATE 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. HARIE-SHAKE SIDING CHAPTER 11 -ACCESSIBILITY • ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT.THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT__41i.••0 CESSIBILITY REQUIREMENTS -. .._ 2 TYPE B UNITS ARE REQUIRED-BOTH GROUND FLOOR UNITS TO BE TYPE B - SHAKE SIDiN6 =-._. -._ --- �, .,d■ui■11r1nr-'II U[IiI IIII i111R1111I■11 .--. III■1■III■IlPI - ----- 1111ini■1Him,=A i[IIIAl VIII•., -IIIf111■IIIII■11111,`-IIIf■1WII 11i .., - -' - ..-. -- PRINT DATE: .nilunn■nu1■ium-a1Iunllruulrsil. � -----__ - .1i11rni1runrnl,-mnlrmnrullrlu _ - _-- - . mil■IIu1all I■111th-.1.111111111{■IIIOlil�,.- ......... '----� - _, llnll■IIIIIIIIII■Ini,-.ilr111rrI11F■IIIUII - NOTE:SOIL BEARING PRESSURE 15 3,000 LB., PER GED-TECH REPORT -- - .afuwllH111■mu1n13rui1nn11rurru11rl1i� 8/18/2016 8:14:27 AM dli.III■.111.1Huhn!■IIr11r11111r111i11..uIII i■Illru., _-"-"- . 011111mn7.111 IV lnllrn11111 ;111n 41 I AHll■1. - -- - - hull!!!■lun■nnluIII III ■n111run■nnrnman IQ1. - - -.- .,1111a■Ilm■IIIIImi{w ■liul■iiiim lrlui{rnrllrlulIII lisitru.. -_---. ----.- ------ _ .>rllnll■nr11■n111■HIi1r1111■11111r11u1■1111■II11r14,11I■I■lE1Mi --- -... -- .,�, / / �nl3rnu1r,I1■Hlnrnnlrmnrinll■lnurnnlrunilnl■iknlrnirnlllru.. ,�rllll■III■■11111■HILI■IlllE■IIIA■VIII■11111■n1111x1111■IWrUEI■ln1■Hr11■FN■,. -- - - - --- - - _-- ---- m-�.,..,,.�.,ri-_-- .AIII■11111x1.111■ IIIc nll■Ill IIII 1 IIiI€■IIIIMPRI,4 1,1141111r1m9■11111 - ,AHn1■lilllflnl■1111}I1111rim,,1111r1111■IIIIIr1111■N Ir11El■III mullHlll■IIO,.. _-. - - - _-_ _ ..11111<Int{rinllr•Iwllll/lkginl�llll�rtllllrlill�klilrllll■rll]rl■ll■Iiu11iI1�O.. - --- -- = - - _----- --- --- -- --- - ..AIII■llrllllllkl11111■ILII■IIIIi■IIII■g111■IIi1A1111r1■lEHl1■HII■11111■Ilgl■H111ry_ - _- _ '■IrNlfll _.. - ..____. - - -- -_ _ - __-- _- r - - _.--_--- - - - � __.-.__......_.,. _ -. - - -___--,_. __.___ _._.__._ ..,..,...-.- - _ _ -"-""® -_ .._.. -_-- --_-- _- - ••s'121111■111 11!i�iH11■1n1T1■I�IHiil..- _- _ II °i -----L-,,--- ......, - SHEET TITLE: . -- .._...Y..._. -_ - - - -- , IiIllnnii�il ilinli Iiiiklm�uimliu'n'ai Hll -- -- �- _ 3.11 Ill}■ 11E■k -- .��°q AND In InlHu111■ ELEVATIONS .� w- Ili Igitt�'u11'�luiJE'1111 _..._.... FACE MOUNT RAILINGS TO MEET MIN. _ ■!rI 1I ROOF PLAN ---' 111. 7,......„,, _ IPA 1 i1 48"5.F. OUTDOOR SPACE - - Hl■11 u1 em s. r ■a B111.'1 - • 0111 L - II 'I I.L ----- ` __ 1 �1 irl'�iniuiiu�l Him.. INu - __, , . _ - ` F 'P' IgrII■11 III�'Iill�JI•IIh1IIIih'1� � `.-? HARDI-PLANK SIDING . - lil .Irl r l - __ _ J I1i31�� I■um§ - ill _ - IIm1II:::I1N; l� 1 113.11 i / / / --- _ _ IIHI 1 e --1= Tmom !_ - [IE■lur e - 1�■II -r__ n1■ un1.r DRAWN BY: BSY u f'�'1 I 'rnlnr[r1IrIn1I i hlllillllllhlil �_ { I =_ - - - 1IivwdHn■ ui,..u1r1I■N� 1 APPROVED BY: ,; !��-� ,._.=..... IIa. I■ `- ii �.__m, i#dl -._ - 'ilnrl /f1ll�lulu 1IiIIIIElIIIIII1,L N IPi�I:L I -- I _ MEP Irm MI r" IiunS�lili _ -� SHEET: I :- .iiiT ] 11lI�IH I _ -111111111.1.10 1' ` I ��l Y - III II A 1 r-H- i-11 RIGHT LEFT REAR JOB NO.: 9812 1/8"=1'-o. 16'=I-0' 1/8-=1-0' SCALE: As indicated ' ! 65468- OREGON ' ' b 500/7- 40-0"/ / I I WALL LEGEND / 20'-0" 20'-0" / • �a' o' 7-6" / 4'-0" J, 5'-9" J, 2' 9" 2'-9" / 5 9" �, 4' 0" / 7-6" / .,,,,, 0 ,.._,,\ i. Z I o 7r.4W A W1 -FIRE PARTITION -SOUND RATED I r, �//%Z/l /,i W2-FIRE BARRIER- NON SOUND RATED - 0 i %, oc I 48"x60"CLEAR SPACE F09 T i -W.C.AND LAVATORY I o W3-EXTERIOR WALL-NON-RATED - 7 1 ALLOWED IN CLEARANCE 1 m Client T PER 1004.11.3.1.3.2 1 +s, I I W4-INTERIOR WALL- NON-RATED Evergreen Builders, LLC t 3 c/o Joe Westerman ,` L J SEE WALL CONSTRUCTION DETAILS ON SHEET IVT A� 7420 SW Hunziicer Road, Suite D :°</:. - F Tigard, Oregon 97223 1 0 L \ 1 0: 48"x66"CLEAR SPACE \ \ 1 \ Q 0 0 4'-O'x 5'-0" SLIDER \ \,� FOR WATER CLOSET I \ \ 4'-0'x 5' 0R ID PATIO-51 S.F. fc, ill fi.g o p N 1 TEMP. ----\ rJiiit.b , o PATIO TEMP. 0 ,;%; 30"x48" . . Q X±- Project CL)=AR SPADE / 4'-0'x 5'-0" SLIDER 4'-O"h 5' 0" SLIDER nroject 14 FOR LAVATORY / •moi �.■ `n Greenburg Road Apartments e \ 9550 SW Greenburg Road DINING DINING Tigard, OR 97202 $ 90' �, . o / W , , i)r 0 % MINIMUM 5 CLEARANCE LIVING / LIVING MINIMUM 5 CLEARANCE c5, /__._-. -_...-._-. —__- lI "0 -'0't" -c' 10'-10"x11'-6' —r {= Designer — — jREF. / RE[F. Builders Design, inc. •'kITCHE�T\. I ,'KITCHEN\• 11125 N.E. Weidler St. ;. ' ,.;4:„ I i Portland, OR 97220 THIS UNIT TO BE TYPE B ACCESSIBLE THIS JNIT TO BE TYPE B ACCESSIBLE t Office: {503} 252 3453 OPTION B �, OPTION B I �_ r 7 0 ; SINK �1 ° II I fi 1 f SINK ; O� pI RANGE ` RANGE � C% 1 r-')1'-0" �--_,,�� - 1 f 1 �1 _--.-- OPTION L---- Javv_ J� 2'-5" / 3'-10" �q�. L ��10L�- ----� ADA BATH CLEARANCES • 0– — — -- — ' 1/2'z 1-0" N \ _ \ \ b —‘0,\,$, a, 4 r---'.- ...----- / tn c. 4fr o I tok I ,_, 2'-4' 2' 4"in = o 17 min % Ln / 430 :,: t I % m I -———-'" FIRE SPRINKLER ——r- m C7 ( J :7,2 VAULT UNDER STAIR E ' '1'.. Iir 0 , J -:.,,' Sig i rCLEAR I FLOOR 1.- E ilit cl i:,/,c,,,r 4;,_i i i i i i i 4,i,i,_;i SPACEt* 6 a —,--: x .... I in .,, � �, r ' ' \ , V l ,,,,/ , a \ 21-8 !y --- ---- I� w D04:;./.. :,,... f ... .:,,/,‘, :. , , 41 19 max I Ie; 0 a �\ 3'I 0" �- _-- 485 ---14 \\3' 0" \ \ it , a - '' "N• :-.- ,• cai 7— - - - - - - / „ , 4. 8 min 0 .�, 0 , ot Lu in Fig.32 Clear Floor Space at Lavatories Th- 12 max min 24 max o \ o 0 o \o / / 305 N [ _— BEDROOM ' % ' BEDROOM te, COPYRIGHT 2015 r �� O__ x x O SUMMIT ENGINEERING LLC NOTE-SHEETROGK BEHIND TUB/SHOWER o 2 -8 ' 2-2 / - - / 2 o r THESE DRAWINGS ARE THE PROPERTY PRIOR TO INSTALLATION TO MAINTAIN 1-HR FIRE RATING back wall I -a % ! _ _ OFSUMMIT ENGINEERING LLC AND ARE m —C C5:1 NOT TO BE USED OR REPRODUCED IN p % - - in ANY MANNER,WITHOUT PRIOR r----- 0 j WRITTEN AUTHORIZATION. 3 '� Ir O l ii r / / Q a �_ _,� *."---..,:i2 min o \ \ 2'-0"x 5'-6" FIXEr / -:'4 �•\ 2'-0"k 5'-6" FIXED �� \ \o / t75 REVISION SCHEDULE: v �� 5'-0'x 5'-6" SLIDER �� 5'-0"x 5'-6" SLIDER ,/ REVISION DELTA ISSUE DATE 4 maX / 104 (b) Man I' •NOTES: I PROVIDE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALLATION • UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- RATED WITH CLOSERS AND SMOKE GASKETS NOTE- -MAX.THRESHOLD HEIGHT OF 1/2" HORNS E STROBES REQUIRED AT S !RWELL AREAS -STC RATING OF 30 MIM PRINT DATE: WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION 28 FIRST FLOOR PLAN l ___. 811 81201 6 8:14:27 AM 3�_41 WIRING TO BE PROTECTED IN THROUGH PENETRATION V4'=r-0° i 7 3€ min - 1040 IN ACCORDANCE WITH SYSTEM NO.W-L2196. D5.2 SHEET TITLE: 915 12 min 5 r<�. E/ NOTE: PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE 1st FLOOR PLAN 13711 co OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED 24 min 12 ,,; /' -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS 610 305 --\\ THAN 1 FOOT-CANDLE AT THE WALKING SURFACE 3 0 3 0 3 -0" 3' 0" 42 min / NOTE: 3 -0 2 -0 / 6 -0' /2'-0" 3'-0' ilL 3 -0 2 -0 41 1( / 6 0' /2'-O"ill 3' 0" / .' DJ 1 106 4. . '� ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. 16'-O" 8'-0" 16'-0" / - ■ ,1! NO LIGHT FIXTURES TO BE RECESSED INTO RATED IP ASSEMBLIES OR IN CONTACT WITH INSULATION / 40'-O" / art ,coSeetilon 609 A 1 \ L Jcs i E DRAWN BY: BSY f t t `"' I 't CIF m al APPROVED BY: / 77 SHEET: A2 _-- : 7 JOB NO.: 9812 SCALE: As indicated .D PRQ>Fs 654 9P 1 / _ OREGOPS �,, I3'/ 1/. 40,-0" / NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON / 20'-0" 20'-0' / PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING / 7-6" �, 4'-0 / 5'-9° -9" / s'-9" / 4'-0" / -6° / AND FOUNDATION REQUIRED DETAILS - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.D. > / - - TYPICAL CRIPPLE AND KING STUD, EACH SIDE OF ALL DOORS £ WINDOWS, FOR HEADER SUPPORT Client Evergreen Builders, LLC 6x6 P.T. POST c/o Joe Westerman 7420 SW Hunziker Road, Suite D 6x6 P.T. POST 2x10 P.T .LEDGER, SEE DETAIL 32/05.2 W/ABU66POS7 BASE Tigard, Oregon 97223 W/ABU66POST BASE AND EGG 66 POST CAP 4x12 HDR AND EGG 66 POST GAP 2x10 JOISTS @ 16"O.G. 4x32 HDR 7-- • fi — —kill w� _/.., �\ > 4'-0"x 5'-0"SLIDER I C 4.-0°x 5'-0'SLIDER \ \ 17 i -0 \ lim / BALCONY Ai o f BALCONY %� / _ _.. . ' im 11 II &g" / ♦ f ♦ ♦ in Project I $• \ 4 -o" sosLIoERI_ - 4':0"x 5'-0" LIDER j j Di Greenburg Road Apartments I 1 0 9550 SW Greenburg Road DINING j DINING Tigard, OR 97202 4 / / 6. Q LIVING LIVING / , l9 L9 Cy Ua @� �, , 0 �',1' o" 'J' o' - Designer u) ! ! ! ! ! ! 1 I/ �+ RAF. Builders Design, inc. I I o ✓ I _ KITCHEN I � 'kITCHEI�`•�, 1 11125 Ertland`dOR 97220 X Office: (503) 252-3453 (-,1.7` X ry t (-,4I 8'-5'x8'-2° I I 1�- 8-5'M8-2' BEARING I. ALL! '//�, 00 SINK De I I ° > SINK o0 BEA�ING WALL % ° tii i LU2110 HANGERS d RANGE �` RANGE� - LU10 H4NGER / I r- -L:___ r1 72:1 3 -5" 310ixx' t t ; /.i_ t t t 1 �� ° 1 I 1 I i t I I 3 -0° 3'-0' 3'-5' , / / i 1 i i i 4x6 POT _ it o '' 0 3 3 a o / /4x6 OST N WAIL 1 ` IN WALL I Vx6 PC ST IN'WALL /,� o IL 4x12 HDR / 3 '�' _ ___ e; , ____ �' Lirrm __ 6; m SEE STAIR DETAILS 4; z 6x10 BEA �� 1 � \ � C .;_b--—I ga 00% I1) ','• e 1,, \ 6 01 ,ii IJI 4 3 co5 . .__ , • _ , . , . ,,, ,, 1 ,,,,,, .? _ 6/ E Y -/ ._. "�� \ N41`1 I .,,, �'� lYl l9 cle 1 _. \ - °, li Ill \R ,dij/ o `O / GI El D W ill % W D Ili S ; ., „, z�q s z--4 =3,:,,? 410 , .„ ,,,.:_J I .,...1 _ , / ,� 5 „.,,_0” -0 \ —tom i i ui x4 PCP IN WALL -- \ 14x4 d05-i 1 LIQ j ' z ( 4x12 IDR4 2 HD s/f \ 1 : „ / .15 B RINi�WALL] \ BARIN�t WALL IL 0 0 11j -.- b i c- BEDROOM - f BEDROOMIL) (C) COPYRIGHT 2015 p � SUMMIT ENGINEERING LLC a. H \ p 2-2" ( I - - 12'-8"x 12 -2' p THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 0 c,� ----- -�� ARE ! SU / I NOT TO BE USED OR REPRODUCED IN si ----- in ANY MANNER,WITHOUT PRIOR ', % WRITTEN AUTHORIZATION. ./,___ - 2-0•x 5'-0"FIXED - 'A-,--=-- i. 2'-0"x 5'-0" FIXED --�ILd NN \ \ f / ■ REVISION SCHEDULE: �. 4'-0"x 5'-O" SLIDE0x 5'-0" SLIDER,-- --- ,-. LL. \. 4'-�� : REVISION DELTA ISSUE DATE 4x12 HDR 1 SECOND FLOOR FRAMING PLAN i SECOND FLOOR PLAN PRINT DATE: 8/18/2016 8:14:2$_AM / -- / / -_:...__ / SHEET TITLE: 1///./. W1-FIRE PARTITION-SOUND RATED SECOND FLOOR // 3' 0 13-0" / / 13'-0" jt, 3'-0" / PLAN F%//////%i W2-FIRE BARRIER-NON SOUND RATED / 16 -0" / 8` 0" / 16'-0" / / 40'-0" / i W3-EXTERIOR WALL-NON-RATED 1 1 W4-INTERIOR WALL- NON-RATED -- — SEE WALL CONSTRUCTION DETAILS ON SHEET\Vf DRAWN BY: BSY APPROVED BY: WALL LEGEND 74'-1'-0' SHEET: A3 ___/ 17 JOB NO.: 9812 SCALE: 1/4" = 1'-O" co P R OFFos,. ' ! 6545,2!. /A42_______ rte, OBE,GOI c PF 6/,o/2O/7- NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON PAGES D5.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING / 40 -0' / / 20'-0' / 20'-0" / AND FOUNDATION REQUIRED DETAILS / 7-6' / 4'-0' 5-9' 2'-9' / 2-9" / 5 -9' / 4 -0' 7-6" / - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.D. / 4' ° y 3 6° / 3'-°' y 2 -9' / 2' 9' / 3 -°" / 3' 6° / 4' °" / - TYPICAL CRIPPLE AND KING STUD, EACH SIDE OF ALL DOORS a. WINDOWS, FOR HEADER SUPPORT 3 / / AS Ac / / 6x6 P.T. POSTS 6x6 P.T. POSTS Client W/SIMPSON ECC66 POST CAP W/SIMPSON ECG66 POST CAP Evergreen Builders, LLC c/o Joe Westerman 42" HIGH GUARD RAIL 42"HIGH GUARD " IL 7420 SW Hunziker Road, Suite D 2x10 P.T .LEDGER, S EE DETAIL 32JD5.2 Tigard, Oregon 97223 4x12 HDR 4x12 HDR ---- -- IC •ALCONY E.►-- 2x10 JO15 . • 16'0.G.IN AI 2x10 JOISTS @ 1. 0.C. _�. \ 4' 0"x 5 0' SLIDER ! 4.-0°x 5-0 SLIDER \ \ •;�=moi=• HI\ T Lt" O 0 'Lk' T\ i • o / o BALCONY I w j / / \ / 3 O u, �, �, 3 0 n, 1 11 / \'� a° / '' P w oc + I I 1NI= 4' 0"x 5' 0" CIDER 4' 0 5' 0' CIDER cs Project 'plINIIIIIIIT '.7 1'. / 9 Greenburg Road Apartments m / DINING DINING 9550 SW Greenburg Road x Tigard, OR 97202 % 0 0-0 & 0-0 O Ao o d o LIVING LIVING , @i v Q' % ✓til k_flJ Designer \ 1 1 /` 1 1 1 1 17- 1.H RtF. RIF. 1 % H KITCHEN 'kITGHE( �•\ Builders Design, Inc. 11125 N.E. Weidler St. 0 o o o b -� 'o-2 I Portland, OR 97220 "' `�` I `�' ' 1 i ' I Office: (503) 252-3453 BEARING I�IALL1 / SINK ° 1 1 1107:0(...' SINK BEAIRING WALL ✓ �O RANGE 0 36'-2"MAX.TRAVEL DISTANCE o ti� �� 40 51112'x9' GLULf�M �/ O Cyr I) TO EXIST STAIR ACCESS x RANGE io 1 I LL121 H. NGEI�S / r --1 �•. -' —� tLu4o H4IGER4 O 5-1/29"GLU M i 11 1 _Jr-LI I 1 1 I 1 1 I t X L---- 77NL7 J 3'-10" I_ �l�� ----J 1 1 I t I I I I I 1 • I IIprr II I I I 1 I_ _ _1 1_ i \ 1-'lll-'!!!-'lll-'Iu�i1Jlri111ai111ii1111:111:. ;•.�III�IlI�L1L�L11�Lu� 11�LIL�LIIiiL11' \ nigu� ii� �i� u�.�u� u�_u�_au�.: �s — y."_' T �• 1 T —r' r ''mauunrunw�r�n�ruu��uu�rn� p p E i i L_ 4x6 P057 i i i i o �/�0 • `Y' 04 a.— / / I 1 41 PAT IIx 1, ALL 4 4x6 OST N IVA L I N WALL }6 O / o /, .` o /- i 6 / \ 2\-4' 4x12 HDR 1 ——— 12"EXTENSION —— — T / - 1 I ,, m GUEST % GUEST m C� I 1• 6x10 BEAM I �o ��— ❑F �� \ % / ❑F rn z - \\I u I 1 1 0 NT, G c. .O 7 0 2x10 LEDGER I 424) / WM -------- il, C '-' -" 7- '-' -- �; -SEE DETAIL 32105.2 i • EJD W ---- --- - J W D41) ry � X BEAMNo 111.1.10- .. i111:m111111=111=11I:GIuminm-11•:• _ Ir1 ur�ru=J1l� 6x10 IIM111=1L1'1111 1,_I — .Zil IMIII IIIM111:�u1M•111�IF1:�1 /3' 0" ----I --- 3 -D �x4 Pd�T IN 1VALL 1 _ — — : 4x4s !I L / ___ 412 HD .4� - - - \t i Y -�--- ' 136" HIGH HANDRAILS1 1 t 4x12 DR 1 / , t STRING'WALU / I \ `n w 01 0 u, - _ J B�rARWI WALL c, 2' �' 4'-8" 7-6" a ,,, t— DISTANCE TO END OF V \ a=� / o 0 o EXIT ACCESS STAIR o / 1'-2' () BEDROOM BEDROOM / 5 64-6" f c� (C) COPYRIGHT 2015 / \ O 12 -8'.12'-2' / - MAXIMUMAC E55 \ 12 -8'*12-2"• SUMMIT ENGINEERING LLC DISTANCE 151 0.62 [-:0 T OF SUMMIHESE TIENGINEE INC[[C AND NGS ARE THE TY \ / b' % J \ ell / c;� ARE in / u, NOT TO BE USED OR REPRODUCED IN 42"HIGH GUARDRAIL ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. • x \ \ \ 2'-0"x5'-D' FIXED I .Gi ` 2'-0 5'-0' FIXED -IJ • \ \ \ /' \ o �� 4'-O'x 5'-0"SLIDER > 4'-0"x 5'-0'SLIDER REVISION SCHEDULE: ��,=�. �Ir c•t\ REVISION DELTA ISSUE DATE 4x12 HDR 17 DS.2 NMI PRINT DATE: 8/18/2016 8:14:29 AM / THIRD FLOOR FRAMING ', 3'-0 / 3'-0° 3'-0" / 3'-0" .L / / ;,4'_ _p' / 3 O" /2' D'/ 6'-O" /2'-0' .( 3'-0' / 3' 0" /2' 0"/ 6' 0' 1,2' 0"/ 3' 0" / SHEET TITLE: 16'-D;_ - - / 8'-0' / 16'-0'' / THIRD FLOOR PLAN 40'-0' /{'////////{ W1 -FIRE PARTITION -SOUND RATED THIRD FLOOR PLAN //./ 1 W2-FIRE BARRIER- NON SOUND RATED 1/ - G ('% W3-EXTERIOR WALL- NON-RATED / / I 1V4- INTERIOR WALL-NON-RATED DRAWN BY: BSY APPROVED BY: SEE WALL CONSTRUCTION DETAILS ON SHEET WT / - -___ WALL LEGEND SHEET: 'I4'=--0. A4 / JOB NO.: 9812 SCALE: 1/4" = 1'-0" X03 PROFts 4 �OtN4 n 0 c-i, NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON OREGOi PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING , i � AND FOUNDATION REQUIRED DETAILS 6/5612017 40'-O" / / 20'-0" 20-0" 7.6. / 4'-0" / 5'-9" / 2 / 2'-3' / 5'-9" / 4'-0" / 7-6'. FOOTING SCHEDULE ®-60'SQ.x28"DEEP W/(5)#4 REBAR TOP£BTM. EACH WAY ©-8'-0"LONG x 5-0"WIDE W/#4 @ 12"0.C. EACH WAY. BOTTOM / / 0-60"SQ. FOOTING x12"DEEP W/(5)#4 REBAR EACH WAY 24"50.x12"CONC. FTG. / / (FOOTING IS BELOW STANDARD STEM WALL W/ 2)#4 BARS EACH WAY Client PROVIDES MIN.24'EMBED FOR ACNHOR BOLTS) Evergreen Builders, LLC c/o Joe Westerman 7420 SW Hunziker Road, Suite D A6 Tigard, Oregon 97223 O - • • \ I LtLI — I _ ' 1 / ' ;° Project Greenburg Road Apartments - - -- -/ 9550 SW Greenburg Road Tigard, OR 97202 1 _ 1 PAB10-24 TYPE 12 HD HOEDOWNS11\ PAB10-24£TYPE 12 HD HOLDOWNS _I SAS FOOTING 4'-O"WIDE x 12'-0"LONG x 27'DEPTH G \/ 581x30 TYPE 10 HDS • W/45 REBAR @ 12"O.C. EACH WAY I " / IL ° f---- - Desi ner i�, TOP£BOTTOM -. g 18"x10"GONG. FOOTINGS tt 9'-9 10'-3" 10'-3" y 9-9" /' Builders Design, inc. 11125 N.E. Weidler St. W/#4 REBAR AT TOP OF STEMWALL5 "" 1 WIDE STRIP FOOTING 581x30£TYPE 10 HD'SPortland, OR 97220 W/(2)#4 REBAR IN FOOTINGS . . 18"SQ. x 10'CONC. FTG. 18"SQ.x 10"GONG. FTG. Office: (503) 252-3453 AND#4 VERT. DOWELS @ 48"O.G. W/(2)#4 BARS EACH WAY UNDER BEARING WALL ABOVE W/(2)#4 BARS EACH WAY - 2)#4 REBAR IN FOOTING 16"WIDE STRIP FOOTING —1—Nv UNDER BEARING WALL ABOVE n - • I IP -(2)#4 REBAR IN FOOTING ' 1 — i-1_ SB 1x30$TYPE 11 HD�S a -1�_;-- I I �1 I I r— lO 1 1 --- --1 01 / V /\•• I _ ---1 I--�= 1 I 1 t- 1 Ga I I \ 1 1-- -----I I / o I I Lir_ I -,_- / _ \ I I 1 1 0 / / L__�. _J __ 1L_ r_ J L_—} _ __J ` O • 1 581x30$TYPE 11 HOS I T_—_1 I -•. O r — 8"CONG.WALLS W/18"x10"CONC. FOOTINGS 0 4"GONG. SLAB ON 314-COMP. FILL a W/#4 REBAR AT TOP OF STEMWALL5 f...... �, W/FIBERMESH W/(2)#4 REBAR IN FOOTINGS I ,r --r - ; AND#4 VERT. DOWELS @ 48"0.G. s, �. 16"WIDE STRIP FOOTING 14. � C;.' , .. -. 16"WIDE STRIP FOOTING UNDER BEARING WALL ABOVE I UNDER BEARING WALL ABOVE • °' -a 5B 1x30 TYPE 10 HD'5 -(2)#4 REBAR IN FOOTING -(2)#4 REBAR IN FOOTING — I ' -. SB 1x30$TYPE 10 FOS �_ :,....i.iy,\,.,z,;,1'N.,::,,, �aI I 1 1 ° 1 � 1 k— h-- -- --�, • L____-1 -- 1 I QF I „"ry �� 1 I I I I I• 1 I 1 e` I ,/� L_� _J L J() cI -- --J L— —�--J �� 4"GONG.SLAB N 3/4-COMP-FILL • — -- / \—— —1 1- . W/FI ERMESH i. / / o o o III 8 -1" 7-11" O (C) COPYRIGHT 2015 T / SUMMIT ENGINEERING LLC /� THESE DRAWINGS ARE THE PROPERTY _` I 7-11 8 -1 NOTE:SEE ENGINEERS SHEARWALL SCHEDULE OF SUMMIT ENGINEERING LLC AND ARE 5STB2• P BOLTS TYPE 9'HD'S I FOR ANCHOR BOLT SIZING AND SPACING NOT TO BE USED OR REPRODUCED IN SBTB28 HOEDOWNS I ANY MARINER,WITHOUT PRIOR TYPE 9 HD'S . ° I © OWRITTENAUTHORIZATION.© jJ7— 58TB28 HOEDOWNS r TYPE 9 HD'S / / I__/.4-...— — _ — L — ° )' + — J REVISION SCHEDULE: C-.4 \ ° / _II o r _ \ • _ .! 1, -:-. ./ REVISION DELTA ISSUE DATE / \-4_ ... - -_ _ _' I NOTE: NOTE: FOOTING THICKNESS SHALL FOOTING THICKNESS SHALL BE INCREASED FOR SSTB I BE INCREASED FOR SSTB HOLD-DOWN ANCHORS,TYP. 18"x18"x9"FTG. HOLD-DOWN ANCHORS,TYP. I W/(2)#4 BARS PRINT DATE: 8/18/2016 8:14:30 AM FOUNDATON PLAN - - / 7 1/4"-?'-o' _- �-_ SHEET TITLE: 3'-0' /2I-0"/ 6.-0" 2' 0"/ 3'-O" ` 8' 0" 3' D" 2' 0 6' 0" 2 O'/ 3' 0" FOUNDATION PLAN 40 0" / NOTE: / - DRAWN BY: BSY ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS APPROVED BY: PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE 2---- / SHEET: A5 ___ / JOB NO.: 9812 SCALE: 1/4" , 1'-0" (›. 01NE�4,"04. �f 6546,91). fiv,____.— Air t"c, OREGON, 2 1 V � IN' / ,ô/ CI - / _ - Client Evergreen Builders, LLC clo Joe Westerman 7420 SW Hunziker Road, Suite D Tigard, Oregon 97223 NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 713.3.1 THROUGH 713.3.3. COMP. SHINGLES ON NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER 151*FELT ON / 7 WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 7133.1 THROUGH 713.3.3. 1/2"CDX PLY.WD. / Y 112"FIRE RATED PLY.WD. -4'BOTH SIDES OF FIRE PARTITION Project GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS Greenburg Road Apartments COMP. SHINGLES ON 15#ASPH- 1-HR FIRE RATING TO BE MAINTAINED TO UNDERSIDE OF ROOF 19550 SW Greenburg Road 12"MIN. MANU.TRUSSES @ 24"O.C. Tigard, OR 97202 SAT. FELT ON 112"CDX PLYWD. �� (32116)ON ROOF TRUSSES @ 24"0.0 0 l DS DS i ,x2 , /—- - - - - - - - 2x SOLID BLOCKING 'j" . DesignerI BOGICING BETWEEN TRUSSES2x VENTED BLOCKING @ 6'O.G. 1 1 I Builders Design, inc. I R-38 I‘.SUL. R-38 II UL. _ I 1 1 1125 N.E. Weidler St. S.M. GUTTERS _ ELECTRICAL BOX SHALL BE —� m _ \ �. Portland, OR 97220 � �� - - - R FIRE BLOCK @CEILING LINE �� CEILINGS AND EAVES IN THIS AREA TD BE Office: {503) 252 3453 INSTALLED NEA RADON 1"AIRSPACE BETWEEN UNITSMITIGATION SYSTEM FOR PROTECTED WITH 518"TYPE X EYP. BD. \ GOLD BOND FIRE SHIELDFUTURE FAN INSTALLATION 2x4 STUDS @ 16"O.G. _ ) ® ® Q 60 ® 42' HIGH GUARDRAILS ....N.4 12 MIN. 36"HIGH HANDRAIL. 42"CJrRDRAILS 8 - - 16d @ 12"O.G.(TYp.) SPACEPICKETSATALL 57AI:5 AND DS i 12x6 STUDS @ 16"0.G. 23r3I2"EDGE-GOLD SUBFLOORiLANDINGSTOPREVENT , . _.._ -1 I SUBFLOOR CONTINUOUS BETWEEN UNITSPASSAGE OF 4"DIA. SPERf.i -11 if 2x1O's @ 16"O.G. I , 2x10's @ 16"O.G. —► - / r DSD 2x10 JOISTS @ 16"D.i1 /� cy rr I 'll L - - - - - - ' `\ FLOOR 15 TO BEA FIRE BARRIER -" / � /17 42"HIGH • x (5)2x BLOCKING MAINTAIN 1/8" MIN. SPACE BETWEEEN , �, IGUARDRAILZ - ALL PENETRATIONS IN WALLS AND 0 Q • FLOORS TO BE PROTECTED © HARDI-PLANK SIDING ON THE SIDING AND THE WATER MEMBRANE 6x10 BEAM I MAINTAIN 118"MIN. SPACE BETWEEEN _� WITH 3M FIRE BARRIER SEALANT 1/2"PLY.WD. OR 7/16"OSB o I 1 5 THE SIDING AND THE WATER MEMBRANE 1"AIRSPACE o r - -- -- L '= �•1 I pp ® OR EQUAL TO MAINTAIN © 1 ® W/V. BARRIER 42' NIGH GUARDRAILS r I I I i I FIRE RESISTANCE RATING `° ON 2x6 STUDS @ 16"D.C. ~- 1 I �/��71/ L - - J 8 r - - - - - 1 -SEE ATTACHED FIRE STOPPING 23r?2"EDGE-GOLD 5U8FLOOR I I ,�� /�MAINTAIN (MIN) MAX 'I 4/ . tesc ' • DS I I - DETAILS FOR EACH PENETRATION TYPE LESS THAN 27' '„ 6'-8"HEADROOM 11" MIN. RUN ` - -c I CAULK WALL PERIMETER BOTH SIDES 1 , 12x6 STUDS @16''O.G. @FLOOR, CEILING END WALLS ' 1 s ` " I 1 TP�/ I jr'� '�► I 16 RISERS FOR STAIRS I 2x10's @ 16"O.G. ■ 2xi0's @ 16"O.G. `r---► ■-....,�,.:..:�,..:. 2x10 JOISTS @ V6°0-C►:� I i x `� Aft L - -11"RUN/6-718"RISE x DS O ` 5/8"TYPE X op _. j.:-=`�- x • x ak NOTE-SHEETROCK BEHIND TUB/SHOWER o GYP. BD (TYP) 24 ® PRIOR TO INSTALLATION TO DS MAINTAIN 1-HR FIRE RATING `a , 112"GYP. SD. I I / 244, RAFTERS ` 12"PLUS WIDTH -- � V— i (C) COPYRIGHT 2015 2x4 STUDS @16"D.G. I I @ 16"D.G. -� OF TREAD SUMMIT ENGINEERING LLC R 15 SLAB EDGE NSUL. I 4"GONG. SLAB DN 314_COMP. FILL1I THESE DRAWINGS ARE THE PROPERTY Aak DS r — — _ — — 1 4"GONG. SLAB ON 314-COMP. FILL 4"GONG. SLAB ON 3/4-COMP. FILL I C 9x13-4 STEEL CHANNEL_1 1 - _ OF SUMMIT ENGINEERING LLC AND W/FIBER MESH W/FIBER MESH i W/FIBER MESH - MAX 4° - — ARE 'I I 1 \ I •� I. ANY MANNER.WITHOUT PRIOR NOT TO BE USED OR REPRODUCED 1N I .f = I - = I �� 24"x36"x12"FTG. I I R-15 INSULATION R-15 INSULATION 2'-0' 2 -0 WRITTEN AUTHORIZATION.__ 7 XRADON VENT 2x4 STUDS @ 16"O.G. _ Ani -SEE DETAILS Section 3 (1)#4 REBAR AT TOP I 8r CONG.WALLS W/18"x10"GONG. FOOTINGS r• • C� I ' ON 2x4 P.T. PLATE �a _ -o f / OF ALL STEMWALLS L - - - - I F. .�� 8"GONG.WALL - -111#4 REBAR AT TOP OF STEMWALLS 3"ABS RADON TUBE, LOCATION BY CONTRACTOR I I REVISION SCHEDULE: W/(2)#4 REBAR IN FOOTINGS W/#4 REBAR @ 6 O.C. E.W. -SEE GENERAL NOTES Section 1 I I REVISION DELTA ISSUE DATE #4 VERT.DOWELS''48"O.G. ON 18x10 CONIC FOOTING AND TUBE WILL HAVE LABEL THAT READS'RADON REDUCTION SYSTEM" 74'=r-D. W/(2)#4 REBAR AT EACH FLOOR AND IN THE ATTIC I I AND#4 VERT.DOWELS @ 48"O.C. L J TEE FITTING AT BOTTOM OF VERT. PIPE PRINT DATE: 8/18/2016 8:14:31__ AM 1-. ___/ / - -_7 SHEET TITLE: CROSS SECTION DETAILS DRAWN BY: BSY APPROVED BY: 7 7 SHEET: A6 1 , , , JOB NO.: 9812 SCALE: 1/4" = 1,-0" ��Fn_.",.686, r r ,. 0 - 65469P /fir c-1, - \ OREGOII Zki:‘,„:* I 1 1 4 frif II ,-'..-=71F ' 11191. ;I 12 811k . pv 12 4.... . ,6756/20/7- * 4 . itle , 3 111 811k k. Al .. ,46 . ., lk, Ai I 0 0 1 11 © 10 II 10 0 O 10 A 2LA/ II 2 A A 4 G A A 11 A- lit O0---\] >\ /.01\] o\ y Client L/ \ ' — —N /0\ -, • / Evergreen Builders, LLC \ / \ II / / 74 Joe Westerman P l 1\f) 7420 SW Hunziker Road, Suite D Tigard, Oregon 97223 _i \ <I / - I) \ / I \ (ri 1111.11111 [11 1.) / \ i(j , _.\ i., _____1 1.) ;_ / / \ NW'I; / \ r i / / _ ® O / ` • 0 / \ 0 Project Greenburg Road Apartments 1111100PI-I III iri ..4111 _ 7 / ''\ <> / \ •i \ — / \ • 9550 SW Greenburg Road 1 \ / 3 \ — / 3 10 \ ;---_V / 10 Tigard, OR 97202 / — I. I. ie\ / I. Designer n, inc. • l'W \‘‘... \ ` \ / \ /.41,.. \ / \ /\ BuildersPortlangd OR 97220 �• `��•ir/� . . ``.r`. r+� .„ iv �" 11125 N.E. Weidler St. �r r Ai th-191111 _ 2 2 _ 2 2 _ _ 9 9 _ 9 Office: (503) 252-3453 4) ® 0 ® O O / 3RD FLOOR SHEAR PLAN 2ND FLOOR SHEAR PLAN 1ST FLOOR SHEAR PLAN '- ,:771 0 I : aZ 4. MINIMUM 3 BOLTS PER 4'-0"LENGTH OF WALL. J 5_ ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBED. SHEARWALL-PER PLAN 5 _ i SHEARWALL SCHEDULE co `� 6- PROVIDE 3"x3"x 114"PLATE WASHERS AT SILL BOLTS;TYP. I STRAP AT UPPER LEVEL4. ,G,, r�' , , FLOOR SILL PLATE DRAG 7_ PANEL EDGE NAILING AT 2'"OC REQUIRES 3X FRA1ADJOININGG MEMBERS AT ADJOINING PANEL EDGES_ -PER PLAN SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE iit R THICK- NAILING37 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' S. NAILINGFROMRIMBOARDTOTOPPLATEBELOWSHALLBE 'TOE NAILING' WALL NESS' PLATE BELOW WALL BELOW NAILING' ATTACHMENT4'5.6 �/- ' h° TYPE ATTAC H M ENT' 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGLNEER AND VARIES PER PROJECT. r A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF STRAP CONNECTS - 16"OC HOLD-DOWN SCHEDULE FOR COMPLETE LOAD PATH _, B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" c.c. Va = 430PLF 12"OC REQUIRED r -- C 15/32" 8d at 3" o.c. 16d at 4"oc - 10d at 4" a.c. 1/2" DIA at 20" o.c. Va = 550PLFHOEDOWN PER PLAN Iii PLAN SIMPSON MINIMUM NAILS EAEND MINIMUM ANCHORSUMMIT ENGINEERING LLC 16d at 3"oc - DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST' BOLT5'6 REMARKS THESE DRAWINGS ARE THE PROPERTY D 15/32" 8d at 2" o.c. SIMP. A34 AT 6"OC USE 3x 112" DIA at 14" o.c. Va = 730PLF OPENING2 3 BOLTS TO POST A.B. PER PIAN �� IMI OF SUMMIT ENGINEERING LLC AND ARE is mins BE USED OR SOS 1/4x3 1/4 at - 1 _ CS16 STRAP 13" 22 - 8d 2x - Ta = 1705# NOT ANDY MANNER,WITHOUTODUCED PRIOR IN E 15132" 10d at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 87OPLF 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# WRITTEN AUTHORIZATION. SIMP. A34 AT 6"OC 3 CMSTCI6 STRAP 20" 50 - 16d SINKER (2) 2x - Ta = 4585# -- — — - _ 2 SIDES SOS 1/4x3 1/4 at - 4 CMST14 30" 66 - 10d 4x Ta = 6490# F 15/32" 8d at 3" o.c. 4"oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF 29/DS.2 - FLOOR TO FLOOR REVISION SCHEDULE: SIMP. A34 AT 4"OC 5 CMST12 39" 86 - 1Od 4x - Ta = 9215# HOLDOWNS REVISION DELTA ISSUE DATE 5d COOLER SIMP. A34 AT 6 HDU2-SDS2.5 - 6 - SDS 114x2 112" (2) 2x SSTB16 Ta = 3075# 72' -0' G 2 OR 16d at 6"oc 24"OC - 112" DIA at 48" o.c. Va = 220PLF 7 HDU4-SDS2.5 - 10 - SDS 1/4x2 1/2" 4x SSTB20 Ta = 4040# LAYERS WALLBOARD . - . 8 HDU5-SDS2.5 - 14 - SDS 114x2 1/2" 4x • SSTB24 Ta = 5025# 518" AT 4" o.c. - 9 HDU8-SDS2.5 - 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# „ a _ O.G. NAILING, STAGGER AS SHOWN 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT "A", "B"AND"G". STAGGER NAILING. 3x PLATE MAY 10 HDU 11-SDS2.5 - 30 - SDS 1!4x2 112 6x6 SB 1x30 Ta - 9535# -WHERE DOUBLE 2x ARE ALLOWED AT SILL E TOP PLATE FOR PRINT DATE: 8/18/2016 8:14:33 AM BE USED IN LEIU OF(2)2x PLAIES WITH NAILING_ 11 HDU14-SDS2.5 1 - 36 - SDS 114x2 1/2" j 6x6 f SB 1x306 Ta = 9905# TYPE"C' STAGGER CONNECTION NAILING,TYP. L.._-_ - 7 2. APA-RATED OSB OR PLYWOOD, APPLY ONE SIDE OF WALL U.N.O. 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 STUD FIELD NAILING PER SCHEDULE i -:_ -:.._/ - SHEET TITLE: 9, 3_ ALL NAILS SIIAIL BE COMMON TYPE_ FIELD NAILING AT 12"OC TYP. 3x PANEL EDGE MEMBER SHEAR WALL PLANS I.HOLD-DOWNS ARE "SIMPSON"BRANDU.N.O. AND SCHEDULE 2.LENGTH APPLIES TO ALL.STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL 3x PANEL EDGE MEMBER HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 3x PANEL EDGE MEMBER 3_FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 84 NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 84 AT 16"OC_ °"°°a°°"°°°°°°°°°°°°°°° n d 4_(2)2x6 NAILED TOGETHER WITH(2)ROWS 10d AT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTCI6 AND HDU2 HOLD- DOWNS. . 9 - ^ 4. - • 1.. _ _ - - 7 .•- DRAWN BY: BSY 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF FOOTING. APPROVED BY: 6_ REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIRE VIENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND L - - / GREATER)- 30/DS.2 - SHEARWALL NAILING SHEET: AT TYPES G, D, E $ F 7_ IN THE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER =1-0' 8. 24"EMBED IN 8"VIDE STEMWALL REQUIRED FOR SB 1x30. S7 / / JOB NO.: 9812 SCALE: As indicated PRQ � �} ,�'E, ,, y, 65469P_ DREG / / 20 0' / 6/'56/2° 26' 0" / 26' 0" / / 7-6" / 4'-0" / 5' 9 / 2'-9" / 2'-9" / 5'-9" 4'-0" / 7-6" / 12' 0" 11'-3" 2'-9" 2' 9" 11' 3" 12' 0" i / / / / / / , A23 PROPERTY LINE PROPERTY LINE 0 0 ' c-) k? iYl o \l \J 5' 0"x 1' 0" SLIDER N 5'-O'x 1'-0" SLIDER �� 5 -Ox 1'-0' SLIDER 5-O'x 1'-0" SLIDER \ \ \ : 'd.4 ,:ddb % :P2WA. atrid9,� PATIO b "' "' PATIO '%'%;%%i ',1,-',/6/46— ��ti <',�'. :�DM u� su 7 %' %'mss ',. , ', ® PATIO 0 , 0 0 PATIO Q Q 0 ,, 1 in `� 1 � / / II /3'-0" 4'-6'x 4`-0'' SLIDER , ' 0 �9 1 S Client "x - �" i� 9� 4'-6"x 4'- •" SLIDER 4' 6"x 4' 0" LIDER % . :'i:� ;:/'. :�',�,v % - 9,.,; • �"'r.,, ;dar •: W411;site : flc Evergreen Builders, LLC il 1 . c c/o Joe Westerman DINING DINING is, 7420 SW Hunziker Road, Suite D -. LIVING 1 LIVING \ Tigard, Oregon 97223 �, 15 3x,3 „ DINING DINING 15'- x, 8'-10'x g'-5., ,a-o°.a-8" to-0"x a'-a° NOT ALL UNITS ARE PROPOSED Jr n, 5'TURNING AREA LIVING LIVING TO BE PROVIDED WITH WINDOW 4 UNIT TO BE TYPE B ACCESSIBLE ;, �, I�- AT THIS WALL v 11 -6 K 1(7-10 r- -OPTION B © (_.- I / I REF. • ® 5'MIN. CLEARANCE UNIT TO BE TYPE B ACCESSIBLE REF. RiIF. r-_ RF, 1'-11" 8'-2" 5' MIN. CLEARANCE -OPTION B — — — — — — — - II I �� KITCHEN \� i KITCHEN �, / � 2°, I / I SINK o UNIT TO BE TYPE B ACCESSIBLE UNIT TO BE TYPE B ACCESSIBLE o I I Project ' 71111' - I I o o / ,� \ O� (�O ti �►1 0 -OPTION B -OPTION B SINK O� /� ) D W Q l�'O RANGE / RANGE Ip Greenburg Road Apartments 2\ , w \� I �\ / �- \ / I 9550 SW Greenburg Road A23 z — �� i — o C• i I in I I I �`J I Tigard, OR 97202 IN K] 5yv>' \ u, I—— — aY+L—J ''�9'r L ��( — J / 1 ( K1TEN '\ DI 1co..,1_t-H 1 i- a f KITCHEN 1 \ "`- �, 3'-10° 9 \ C» ■ani I 1 & �"t 2' 1 8' 6 g' 2" / pp at 3' 301 -° ,� \\ RANGE A / \ BANDIT / �\ 3 \ I a / \ / ` o / Designer Do 0 r _ . Eri \ 2'-4 �� 2 -4 `' Q Builders Design, Inc. El 4. o Q m ,r — r I u, I 11125 N.E. Weidler St. (0) --- 1 L— — ❑F 6 ❑F \i-n REF. ——O O O O REF. n, - m ——— — —— N — Portland, OR 97220 0 I � I I Office: (503) 252-3453 � C:Cm_i �-0 ` � / i, 3.F.0. ..., � 1 � 4, fronim4m D - W •, 1: - c.\ le lir `�' ii FIRE / IQ i \ ;s, \ SPRINKLER ;� : in)\il:'' .' (.c,:e. Pa WH 2'-O" 2,,4„ El 2 -4 00 g ;,i_ 2 0 �n ,7t- _ ' 0 D W ® ii 4 / ® Y w D I= CO , rto 3, 0.. „,., 3'-f; Ni . _.2 i -,/)211-11 I,i . = \ el A ridFIRE �., rn O 1 • / \ �n c4 , . 7 Io crit3'-0” 5'-0. BEDROOM BEDROOM rSOO o BEDROOM % BEDROOM - .-t_ -,:.7..ei 11 ,0'-8°x12-0° �To �. 1 ® 10-8'x12'-0° I , � ----�- ' , _ Q • \ O12'-2"x12'-8" cn p Ln o ,;r . ,//>: 7., ) - ,2'-2'x12'-8' ., :: BEDROOM ____ BEDROOM % - NOT ALL UNITS ARE PROPOSED (Jt=:: ?:, - Y '' al AV TO BE PROVIDED WITH WINDOW ,` 10-0°x10-0' , _ ! "/ , PA A •o-o -0-0° j _ - / ArrH15WALL ®• �" 1 g p2 s - ` / 2'-0"x 6'-O"FIXED — 2'-0"x 6' 0"FIXED •,, \ 2' O"x 6'-0"FIXED =- \ �� 2' 0"x 6' 0"FIXED \ \ \ 'rJf 5' 0"x 6' 0"SLIDER �•\ t_., • . •_„...... /•� • ts. /•� -\ \ / \ / (::, .\ / / ter .• 4,_0"\6'-0' SLIDER 4' 0"x 6' 0'SLIDER 4'-0'x 6'-0"SLIDEREl ® 4' Q"*6' 0"SLIDER / / Ca r 7!] WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION / / WIRING TO BE PROTECTED IN THROUGH PENETRATION NOTE (c) COPYRIGHT 2015 IN ACCORDANCE WITH SYSTEM NO.W-L2196. HORNS E STROBES REQUIRED AT nTAIRWEI.L AREAS SUMMIT ENGINEERING LLC NOTE: THESE DRAWINGS ARE THE PROPERTY HORNS STROBES REQUIRED AT STAIRWELL AREAS NOTE:PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE OF SUMMIT ENGINEERING LLC AND OF EACH EXIT DOOR.LIGHTING TO BE PHOTO-CELL AGTIVATEC .. ARE 3'-0 2'-0" 6'-Q" 2'-Q" 3'-D" 3' 0" 2'-O" 6'-0" 2'-0' -0' NOT TO BE USED OR REPRODUCED IN -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS / / / / / / / / / / / ANY MANNER,WITHOUT PRIOR THAN 1FOOT-DANDLE AT THE WALKING SURFACE 16'-0" / $`-0" / 16'-0" / WRITTEN AUTHORIZATION. NOTE: / 40`-0., / 114'.1 v' TYPICAL 1 BED PLAN / — / / 11'-6' / 10-6" 8'-O. 10'-6" / 11'-6' / ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. •NOTES: / 52 0' NO LIGHT FIXTURES TO BE RECESSED INTO RATED UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- REVISION SCHEDULE: / / ASSEMBLIES OR IN CONTACT WITH INSULATION RATED WITH CLOSERS AND SMOKE GASKETS REVISION DELTA ISSUE DATE TYPICAL 2 BED PLAN -MAX.THRESHOLD HEIGHT OF 1/Z' STC RATING OF 30 30"x4&' PROVIDE GRAB BAR 17 min I I 30'x5 I CLEAR FLOOR SPACE BLOCKING PER DETAILS 430 _ GL AR FLOOR SPACE ) \_ \ \ / i • I' 1` PRINT DATE: 11 c `9 ) `, o CLEAR 1 c 8/18/2016 8:04:46 AM C \ FLOOR ; c / / - I- .r. ,c SPACE ' PROVIDE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALLATION / / I /\ E \ $ O 3 - i SHEET TITLE: . 75 - 150 I r 39-41 ENLARGED TYPE B IIII \ ! T 9 36 990- 1140 ADA FLOOR PLANS L i \ .l8"x66"CLEAR SPA E � 19 max "' °i Cd 230 IIM12 rain 54 min , "x CLEAR P• I I 305 °�+ 48 66 5 \ as5 Q v 7 37B __� FOR WATER CLOW y zx 1177- Z___7 rFOR WATER CLOS L �----- m i'10 30 ,'`, w\ X48 mincn IIMMIll - `.� o c 1220 / {, r ..--' 1065 / \ {ay Elevation _ �.. 30'48" Fig.32 Clear Floor Space at Lavatories I ` `� / / CLEAR SPACE 1~ c l 30"x48" , \ 12 max 24 min 24 max e"7 Section 50 DRAWN BY: BSY FOR LAVATORY CLEAR SPACE \ 305 , r F 10 6 Di I I T �r FOR LAVATORY , APPROVED BY: \ NOTE-SHEETROCK BEHIND TUB/SHOWER "� ai I / \ 1-HRback wall �° PRIOR TO INSTALLATION TO MAINTAIN FIRE RATING - I W D \ — !(j +iI co Nx 71 l rt"'., SHEET: El 0 ) 1 \ ___... ,. . : (.„ ,_ - °E2 FP1 \ .\ , a E to ...A' a — 4•\12 min . ' /\ _______, TYPICAL 2 BED PLAN - Gallant 1 \ 305 TYPICAL 1 BED PLAN - Callout 1 318'.1'-0" i� 3r' -0. 4 max JOB NO.: 9812 (b) Plan SCALE: As indicated ',-;?.% 654 '•- de 7 `lam OREGON 6l 55Ac4 NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.O. PAGES D5.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING - TYPICAL CRIPPLE AND KING STUD, EACH SIDE OF ALL DOORS i. WINDOWS, FOR HEADER SUPPORT AND FOUNDATION REQUIRED DETAILS 2x10 P.T .LEDGER, SEE DETAIL 32/05.2 SEE GUARDRAIL CONNECTION / . -_ 7 DETAILS ON SHEET 05.2 _____ 2x10 P.T.LEDGER, SEE DETAIL 32/DS.2 / ' 6x6 P.T. POST A2 6x6 P.T. POST Client SEE DE = 5 BELOW FOR TRUSS TO WALL FRAMING W/SIMPSON AG6 POST GAP W/SIMPSON AG6 POST CAP Evergreen Builders, LLC 6x6 P.T. POST 6x6 P.T. POST g ii W/SIMPSON AG6 POST GAP ,� ON SIMPSON ABU66 POST BASE 5E;DETAIL 5 FOR ON SIMPSON ABU66 POST BASE c/o Joe Westerman W/SIMPSON A6 POST GAP ,i ON SIMPSON ABU66 POST BASE �� SEE 5 . T 05.2 FOR ON SIMPSON ABU66 POST BASE 6x8 HEADER • TRUSS TO WALL FRAMING 7420 SW Hunziker Road, Suite D r GUARDRAI ••NNEGTIONS ` 6x8 HEADER Tigard, Oregon 97223 4x12 HDR \44.6x8 BEAM ir 6x8 BEAMiie/ 4x12 HDR 4x12 HDR 4x12 NOR .: IIIIIIIIr MIME ►i� L •'1 ,,--_■lmt' / I I I i I \ %, , ��r; _` , _,� ,, .. f— 2x1' JOISTS @ 16"O.G. — 2x10 JOISTS @ 16 •.G. ANIf +MMilI ♦ ..., 2 0JOl5T5@16"O.G. I iii I I I i I 2x10/01575@16"0.► I + I . 41 /4r A lillia, /., \ I tilliP -- - - - - I - -- - -- ---i ! _ ,N' i —'� ��'� II =••ri '�=-�a�r�' / \ eS Project ii 11 t ! 's Greenburg Road Apartments CD 9550 SW Greenburg Road Tigard, OR 97202 vv v0 v ki 0 0 0 0 0 0 __ BEARING WILL STRING WALL @; 0 �' [ ; / - - 7 - 3ts) '-1 r -1' r- 1 M I- is) ts)o I 19 '4 I - I Q O i i i o 1 ts'si i i I i o i i Designer o I 4x4 POST IN 1V,AL� 1: __�__ 414 POT IN MALL -- a o 0 I o i r o 11125Design, inc.St. Builders _ -- -r-- ---r-- --1-- --�---. T--- ---r---r i- - - :'L--1---r--I--1---F-4--J____ I I �, N.E. We -_r-_�--�-�-_-�-�_fi_ -1- - -- I-- --� -� -_ I i -_ I- �- -I _ -�--- i i I BEARING l. ALL' Portland, OR 97220 -= �_ring_inl_m=1in_>Iil�_nr_m_ir_nl�_Iur=ingui_eul, - I I I 1—:1 _ I oimiii arpn>le:m=p1_nimmr in=in_ull_uumn `'�—� BEP�ZING�JALL [t + r O€five: (503) 252 3453 - - -- I I \-7\11:1 I I I I I [ I I __' _ I 1 __ - -_j- -r— I 511/2"x9' GLUL�M it I II LL�21 H,� ' Ia2; T- ---1---r�-fi -- ---I�----� -- r -1 A2 i LU10 HAINGE i _t �1 5 1/21k9"GrjULMi 10 NGER I �U21O�+ANG�RS L �_-[--� 4-- r--- - 1---1---r- T1- N i 1- -I---r--7- -t--- -- -i--I__4_ mmL1I _L--t--r-T-- [ , I I r r um I I I I I I I I -7'_-:11.1-1-1.1...11-111 r- +-�t-_ I I I --z— [ [ r l l I r I I I � � I [ r I I [ [ --�_ 0 3-1/24x9 GIIULAM i 1/2"x 'GLUIIAM / rI I I I I�I I II I i!,,, I �; I �o,f�uu�ulu�uu�ull�url.ueu�uo�urr \` i t r E r i t i t i t i i} 1 T T __ T — r— '�� u��un_�u��_�iu��u��,a��ann�� ii I I I I I 1-r- � I r-- ---�-- I I ; I I SEE DETAIL 1 BELOW FOR tx6 INIWALL I �t --� jixi---r-_� / / 4x�dP05T IN r L I t i I 1 CONNECTION AT TOP OF i 4x12 HDR Ii r / ` I t r I WALL TO DRAG TRUSS ----_ ci •I-- I L I I v I C , - BEAM - 7i ;_ I �`�� 1 1 (11• —� — \ 1 vSEEDETAIL 1 BELOW FOR ;:. '11 4x6 • ca, @, 11 r/ i . CONNECTIONATTOPOF -1-t!) / 4x6 POST IN WALL I trb It-59: ,i I WALL TO DRAG TRUSS r iii j. Inik -1---1 - -- - \ -- 1 I i ":`,, / n- /. 1-1---L---4-- ra \J - 1_,/ 4 4 _,,, __ `��y W,n��m��uilam_,ni_an�_��Vai �' r, L L ii l "Ilii"Ilii"Iii,F1-___,__ __, _,____.,____,_ ___Ha-,-- \4,---L- L „ -,,, . 4 L 4_ • .1 ��nki I I I 1 I I I O r-- _ _ I_ _ _ \ IIIimIll 11l1 111li�IIII rmIllii�111I11li =[11=III:GIIImi II IL--- _ Y1_111i�111_ I — • 1 {I H I I lI--I I I I f--I 1 I I--I� �! -1---1---4---4 _L__1_ / I I I I I I _�. _L__1_ A--_I---f--1- -1- -_ _ --- -- '�I , _ i -_�- - -- 1 --- --- - _F--t -E--_1-_1_ I 1 I r f 1 [ II \ I I I L1� J___1-- . I 1r L _ �~ -I---1.--4 , _J_ _1_- I_ -- _J__ -I---1. --+ 1 4x1 HDR 1 I I 1 1 I I I I I 4x12 IDR `4,y12 HD i --r---- r -r -r \1 BERING 1VALL I I I I i I I I I 1 BEARING W LL I t 4 14x12 IDR 1 ' [ thim- ,. i _ I I BARwc�wALJ _ \\Is\ ��.� I .� I 4x POST /r \ Bi.ARIN1 WALL ,. ,� I I Il— _______/ 5 /4.9"GIiJLAM 1 =__ --- I;B: 1-1/2'X G- U AM I / / I - 1 - (C) COPYRIGHT 2015 1 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE y NOT TO BE USED OR REPRODUCED IN T r I ANY MANNER,WITHOUT PRIOR I R I }� I }4 I I I r I I I WRITTEN AUTHORIZATION. rt— I F , N. i 41,_.‘ N. Nk. • / .4‘. h 1 �"'� �—t� I 4, ��: •��, t `� REVISION SCHEDULE: REVISION DELTA ISSUE DATE 4x12 HDR 4x12 NOR 4x12 NOR 1 TYPICAL 2 BED FRAMING PLAN TYPICAL 1 BED FRAMING PLAN 74'=1-0" 1/4"-•' 0' PRINT DATE: 8/18/2016 8:04:47 AM / -- 7 SHEET TITLE: FRAMING PLANS / / DRAWN BY: BSY 1 APPROVED BY: /__vim / SHEET: FP2 / / JOB NO.: 9812 SCALE: 1/4" = 1'-0" ce PROF6-86, / 40-0° / 654t 9j.: / r tic. / 20'-0' / 20'-0" / ' OR GOil / 7-6' �v 4'-0' / 5 9" 2 -9" / 2'-9" / 5 9' / 4` 0' / 7-6" / ` 11 JU'VHP',1eN 6/34127- o 5 -Ox1 -0 SLIDER 5 -Uxi -0 SLIDER �� L5 B PATIO-51 S.F. 1 w w ' : 1_ TEMP. PATIO , TEMP. 5 -l'' " O 3-° 1 6, ,n [ 3'- 5 -0" MINIMUM .- / \ I $ M\ w 4'-6'x 4' 0'SLIDER 4'-6 x 4 -0 SLIDER DC THESE LINES INDICATE KITCHEN I AREA OF 30"x48' L, DINING DINING CLEAR FLOOR SPACES \ a 8'-5'x 5-10" I FOR EACH FIXTURE KITCHEN SINK TO BE LOCATED MAX.34"ABOVE FLOOR �� - — - — - �'-1„ - - - - - - - - - - - IVING LIVING (5 / / / / r--, II r` I 5' 0'MIN. ;o' �o'�11 -r' �o'-1Q., 11 -6' I {� SINK o Client — 1 — — — o I RIF KITCHEN I R�F Evergreen Builders, LLC II I o I 5 -8''8 I c/o Joe Westerman 1 ___ � KITCHEN SINK 7Q BE KITCHEN 7420 SW Hunziker Road, Suite D 01 O,,_ k - I ° LOCATED 1�1AX.3J” ill E FLOOR ° Tigard, Oregon 97223 RANGED' I _ __�+IN� t 1 1 SINK g g 0, 0, J �'y 0 IG 1I __- I 0, t 7, ;-- RANGE 10 0 0 I W.C. TO BE 15"-19"ABOVE FLOOR I I _� HJ LL I f--- — — I -MEASURED FROM THE TOP OF THE SEAT , L D\V r -1 J�_-, 2._4. / 3...�1•' L UW J L -13bb'---- PROVIDE GRAB 412 BLOCKING — —r--�L — — E--`7— FOR FUTURE GRAS BAR INSTALLATION -41111 -0' 3'-0'• / J Q FOR TYPE A UNITS: S ___.,v___.,vo ` 3' e4<\ QC Project (a)The cabinetry can be re�oved without >s, 4 2 4 z Li, Greenburg Road Apartments I removal or replacement of the lavatory; 5'-6" 3 `t -—'—— -——— 3 9550 SW Greenburg Road 1 � 1 Tigard, OR 97202 (b)The floor finish extends kinder the cabinetry; MIN. 1 J I FIRE SPRINKLER g (c)The walls behind and surjrounding the -\ \ I VAULT UNDER STAIRA 1 ...__ cabinetry are finished. I PH3 -- /TYPE A UNIT KITCHEN 0 72' -0' MIRROR'S 51-IALL BEA MAX.O� � El o I I F�� ___+ A 3�� MIRROR'S SHALL BE A MAX. OF / n 40"ABOVE fLOOR SURFACE fn I II 40"ABWE FLOOR SURFACE Designer 1 5'-a' I kik 5'-0, / I nk ,r _ Builders Design, inc. CD 0 1 ©� kk u \ ®® ' I �_ 11125 N.E. Weidler St. II , I Portland, OR 97220 I — 2 9 I/ �r / 0 40 - " Office: (503) 252-3453 I - 3' 0„ I 'Iii J 3, 0„ \ N I I I Q2 L o i o ° X a i „old r tiro r____r_ ___ ;,1-i dl o 0 BEDROOM BEDROOM i / / c-n PROVIDE GRAB BAR BLOCKING 12-8°„12 -2En) lb T - FOR FUTURE GRAB BAR INSTALLATION I t- -- ./ 30°x48' _ FOR TYPE A UNITS: CLEAR FLOOR SPACE ' (a)The cabinetry can be removed without removal or replacement of the lavatory; ' _ - I — G I - - (b)The floor finish extends under the cabinetry; � 60"x66°CLEAR SPACE 1/ \ 2' 0"x 6' 0"FIXE 2' 0"x 6' 0"FIXED t FOR WATER CLOSET t o \ / 41\: ! (c)The walls behind and surrounding the t i 4'-0'x 6'-O"SLIDER 4'-Q"x 6'-0"SLIDER ;� , ,fZ. cabinetry are finished- J J _ �' NOTES. r. k UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- "' 0 RATED WITH CLOSERS AND SMOKE GASKETS NOTE: " . e N - MIRROR'S SHALL BE A MAX. OF ° 30"x48" -MAX.THRESHOLD HEIGHT OF 1!2" HORNS E STROBES REQUIRED AT STAIRWELL AREAS 40"ABOVE FLOOR SURFACE CLEAR SPACE • -STC RATING OF 30 FOR LAVATORY �; : i I J WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION 28 c _ WIRING TO BE PROTECTED IN THROUGH PENETRATION DS.2 /"------- / I- IN ACCORDANCE WITH SYSTEM NO.W-L2196. / / NOTE:PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE 4 (C} COPYRIGHT2Di5 1110 CI \D W OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED SUMMIT ENGINEERING LLC -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND THAN 1 FOOT-CANDLE AT THE WALKING SURFACE ARE - / 2'-11" /2' 0'/ 6'-0" 2'-0"/ 3'-1" 3'-0" /2'-0"^� 6 0' 1-911 / 3' 2 1/2" NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR 16'-Q" 7-11 1/2" 16' Q" / / / WRITTEN AUTHORIZATION. / / / _ / OVERALL 1st FLOOR PLAN - TYPE A UNITS REVISION SCHEDULE: REVISION DELTA ISSUE DATE -/4'=t'-0' A. TYPE A UNIT BATHROOM 2 - 0 IE PRINT DATE: colPROVIDE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALATION 8/18120168:04:48AM I 39—41 SHEET TITLE: 75 - 150 ,r, �; 9 • 36 min 990-- 1040 ENLARGED TYPE A co el c� 230 15 12 mita • cn an �, 54 > t1� . u7 ADA FLOOR PLANS t 1 f: r s o -° 4.min t'r 12 Rl3x 1370 m ml- 610 \ O ` (a) Elevation 12 rrax min 24 max Section 609.4- / 7 305 '\ r'' 610 ' 610 I I 0 DRAWN BY: Author NOTE-SHEETROCK BEHIND TUB/SHOWER ' '1 ID 09 C) I I crs al APPROVED BY: Checker PRIOR TO INSTALLATION TO MAINTAIN 1-HR FIRE RATING I back wall 1 •-0 I e o s. / ....7 (11 , 7 SHEET: Till MP3 o413 '` __ l `-�� 12 min ` t , �: 305 4 max / 100 (b) Plan /- / JOB NO.: 9812 SCALE: As indicated 4. +gyp/ f& 554 9P l THIS DETAIL OCCURS ONLY AT THE SIMPSON CMSTC16 STRAPS SIMPSON GMSTGI6 STRAPS BAYS WITH 24"WIDE WALL PIERS -STRAP FULLY NAILED-EXTEND TO ORG01l -STRAP FULLY NAILED-EXTEND TO TOPOF J 1Wg� ROOF PANEL EDGE NAILING PER PLAN TOP OF BEAM 0 BEAM r6 F�I + \' SIMPSON CM5T15"U"STRAPPING \ det CONTINUOUS 5-1/2"x 9"GLJLAM FOR ® P f'756Ml FASTEN JOISTS TOGETHER [-I THESE 2 PORTAL FRAMES(DO NOT SPLICE) I c) I V f �7 WITH(2)ROWS SIMPSON SOS - - 1 . 114"x6"SCREWS @ 12"O.G. L o 1 E BUILT UP JOISTS SIMPSON 6514 \ FASTEN TOP PLATE TO HEADER WITH TWO ROWS PER PLAN „U„STRAPPING WRAP$" OF 16d SINKER NAILS @ 3"0.C.TYP. min ON FAR SIDE OF BEAM FORA PANEL SPLICE(IF NEEDED)PANEL EDGES SHALL BE MANUFACTURED TRUSSIII BLOCKED AND OCCUR WITHIN 24'OF MID HEIGHT. zONE ROW OF TYP. SHEATHING-TO-FRAMING IS REQUIRED �24 MIN. PIER 24"WIDE PIER c..-3 IN EACH PANEL cy r---- , SIMPSON A34 SPACING PER SHEARWALL SCHEDULE DRAG TRUSS PER PLAN STRAP IS WRAPPED AROUND SIMPSON HDU2 HOEDOWNS SIMPSON HDU2 HOEDOWNS ATTACH W/(8)8d x1-112"NAILS PER SIMPSON ALIGNED W/SHEARWALL BUILT-UP BEAM, EXTEND ON 24"MIN. PIE' W/1/2'ANCHOR BOLTS W/1/2"ANCHOR BOLTS / / FAR SIDE OF BEAM 8" (4)2x6 STUDS / ____ --_ / �� W/(2)ROWS 10d @ 16'0.G. Client t.. \` SIMPSON HDU PER PLAN 1 Evergreen Builders, LLC o (4)2x6 STUDS-LAM TOGETHER c/o Joe Westerman 7420 SW Hunziker Road, Suite D PANEL EDGE NAILING PER SHEARWALL SCHED. Y� \l' W/(2)ROWS 10d NAILS @ 16"O.C. 7116"OSB OR 1/2'PEYW00Q SHEATHING Tigard, Oregon 97223 I ` I I JI I �. SHEATHING PER SHEARWALL SCHEDULE I GARAGE LEVEL STEPS(PER CIVIL PLAT S)WOOD WALL TO REMAIN CONSTANT HEIGHT) 1 - DRAG TRUSS TO WALL I I I I I 1(2 = -0 2 - JOIST TO POST FOR UPLIFT = 11/2' r 0' (2)#4 VERT.WITHIN 3"OF HOLDOWN ANCHORS, / / / WITH STANDARD HOOK TYING INTO FOUNDATION 3 - PORTAL FRAMES AT GARAGE REBAR BELOW.CONFINE REBAR AND HD RODS Project WITH 143 TIES HORIZ.AT 10"0.0.TYP. Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 SHEARWALL NEEDS TO EXTEND AS SHOWN FOR WINDOW REQUIRES HIDDEN FLANGE LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN FAGS MOUNT HANGER(HUG TYPE) ROOF SHEATHING / / ROOF PANEL EDGE NAILING PER PLAN BEAM SIZE PER PLAN /- III A35 ANG.-24"O.C. Designer WALL SHEATHING . Builders Design, Inc. __'. .7_.-. .- [_' --.. �' EDGE NAILING 8d@6"O.G. ROOF TRUSSES 11125 N.E. Weidler St. . -= _ � HOLD-DOWN STRAP PER PLAN`s �. .f:' Portland, OR 97220 �� Office: (503) 252-3453 Pam TYPICAL"A"NAILING$.SHEATHING �� '�� WINDOW ,� BLOCKING . HURRICANE ANCHOR g N II I \ OPENING i H2.5 @ EACH TRUSS -=- \Illiri AREA / EDGE NAILING ` i 1 STUD WALL MANUFACTURED TRUSS `1 / SHEATHING-SEE 2ND FLOOR SHEARWALL SIDE VIEW 114 A SCHEDULE FOR MAIL I I/� TRU55 BLOCKING A7 EACH BAY �/ ,�� REFERENCE DETAIL 31 FOR AND NAILING / / PER MANUFACTURER ADDITIONAL REINFORCEMENT INFORMATION 7 EXT. ROOF OVERHANG / / SIMPSON A34 SPACING PER SHEARWALL SCHEDULE t/2'_1 0, ATTACH W/(8)8d x1-112"NAILS PER SIMPSON i � ‘ /— HDU HOLDOWN PER PLAN _iiI ! ‘� -=y -=-21 3x SILL PLATE ie HD19 IS INSTALLED ON WINDOW SIDE WALL SHAG AS SHOWN THIS SIDE ONLY FOR 2x6 STUD WALL PANEL EDGE NAILING PER SHEARWALL SCHED. REQUIRED DISTANCE BETWEEN ANCHORS I � /11)41r...""............... IEDGE NAILING- .I 16d @ 8"O.G. SHEATHING PER SHEARWALL SCHEDULE j8d @ 6"O.G.ORAS NOTEq RIM JOIST ;_ _ - _ ; - • . a ;.- .a ON SHEAR WALL SCHEDULE FLOOR JOISTS ONLY ONE WALL A7 SIM -i-' r.; "- . n . ° -4 a°` - - - ". = _ 4 - 2ND FLOOR OFFSET _ �b " ' - :. - 5 - DRAG TRUSS .. . - e ; `�: _ . . -_r ° 6 - OFFSET HOLD-DOWN SHEARWALL � - - -° 1/2'=i'-o' LTP4 TIE PLATE @ 32"O.C. 1/2'_r-0" PERPENDICULAR . • . - n 1/2'=1.0. S - EXT. WALL / FLOOR DETAIL PAB1O-24 ANCHORS / / 1/2' -0. (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC COMP.ROOFING ON THESE DRAWINGS ARE THE PROPERTY 2 ROWS OF 2x4 STUDS{a 16"O.G. OF SUMMIT ENGINEERING LLC AND ARE W/5/8"TYPE-X GYP. BD. ONE 154 FELT ON 1/2"FIRE RATED PLY.WD.WITHIN 4'OF EXTERIOR WALL NOT TO BE USED OR REPRODUCED IN SIDE OF STUDS W/1"AIRSPACE 112"CDX PLY.WD ANY MANNER,WITHOUT PRIOR EDGE NAILING- BETWEEN FROM FOUNDATION TO WEATHER CAP WRITTEN AUTHORIZATION. PER SHEAR WALL SCHEDULE UNDERSIDE OF CRICKET 3"PVC OR ABS VENT PIPE / _ y 7 2x BLOCKING / / RIM JOISTS FLOOR JOISTS 16d @ 12"O.C. (TYP.) 1"AIRSPACE CAULK AND FLASH @ROOFING FINISHED ROOF SURFACE REVISION SCHEDULE: IrT11� 2x6 FIRE RATED FASCIA _ REVISION DELTA ISSUE DATE SOLID FIREBLOCKING CAULK WALL PERIMETER BOTH SIDES `� ATTIC AREA j j j \11 @ FLOOR, CEILING&END WALLS C-:~ �3 ` FRE PROTECTED EAVENOTE:PROVIDE ELECTRICAL OUTLET IN ATTIC _1,`�,, BETWEEN FLOORSIIIE- SUBFLOOR CONTINUOUS BETWEEN UNITS ��CONTINUOUS RIM JOIST DETAIL ADJACENT TO VENT PIPE FOR FUTURE VENT GARAGE SPERATlON WALL FIRE BLOCKING WI 2xBLOGKING I• v2`=r-0' - FAN IF REQUIRED Mamillilli "<1 S.M. GUTTERS A NOTE: LABEL ALL EXPOSED PORTIONS OF PIPE W/ 9 - FIREBLOCKING AT GARAGE "RADON CONTROL VENT'ON PIPE llll 518"TYP.X GYP. BD. CEILING WALLS ._. :_. 15 - RADON CONTROL VENT @ PRINT DATE: 112"=1'-0" 11 — FIREBLOOKING AT WALL ROOF 811 81201 6 8:05:24 AM SEPERATION 1/2'7.1-0' - 1/2 =t-o EAVE DETAIL AT PROTECTED WALLS SHEET TITLE: DETAIL SHEET 3"PVC OR ABS VENT PIPE TO ROOF P.T. PLATE W/1/2"0 A.B.x 10"@ 6-0"0.0. SEAL ALL PENETRATIONS THROUGH (SEE SHEAR WALL SCHEDULE FOR A.B.) 8d @ 6'O.C. OR P.T.2x SILL PLATE AND CONNECTION BETWEEN SLAB AND AS NOTED ON SHEAR ANCHORW/ BOLT SIZING AND SPACING INTERIOR BEARING WALL �, PERIMETER FOUNDATION WALL W/ 4" \L__. WALL SCHEDULE PER SHEAR WALL SCEDULE GONG. 5 • EASTOMERIC SEALANT 4"GONG. SLABGONG.WALWAY 4"GONG.SLAB $"CONC.WALL 2x P.T. PLATE 6 MIL. BLACK POLY CONTINUOUS MEMBRANE ►_ W/ANCHOR BOLTS PER SHEAR WALL SCHEDULEI W/#4 REBAR @ 6'D.C. E.W. CONC. SLAB 501E GAS RETARDER"/GROUND COVER -------- / - i° ffk,1 ON 1$x10 CONG FOOTING Istp•" LAPALL JOINTS MIN.12"AND SEAL ALL DRAWN BY: BSY MNSMINUM W/(2)#4 REBAR PENETRATIONS W/ELASTOMERIC SEALANT 2x6 P.T. MUD SILL APPROVED BY: IAND#4 VERT.DOWELS @ 48"0.C. \ SEE PLAN OR SHEAR 0° I° 4"THICK GRAVEL PERMEABLE BASE / EARTH .--./ 0 0 WALL SCHEDULE FOR I (1. 0 ��L 2"MINUS GRAVEL WITH SIZE NO LESS THAN 114" SHEET: ANC. BOLT SIZE @ SPACING I 0 6-1{2)#4 BARS 3"PVC OR ABS VENT PIPE W/"T"UNDER CONT. MEMBRANE 8"GONG.WALL W/1$'x10"FOOTING I zo 12 - CONCRETE DETAIL AT LIVING DS . 1 #4 @ 48"O.C.VERTICAL R-15 INSULATION 10 - EXT. FOUNDATION WALL AT (2)#4 IN FOOTING CONT. ° AREAS " " 14 - INTERIOR STRIP FOOTINGS 16 - RADON CONTROL VENT GARAGE #4 IN TOP AND BOTTOM OF WALL 1,2._1'-0. 1$x10THICKENED SEAS 1/2 _1-a° UNDER SLAB 1/2'= -o.. 1/2'=r 0° 7 • JOB NO.: 9812 SCALE: 1/2" = 1'-0" �p V'RQF � ��', s s"("4. 42"HIGH GUARDRAIL a t4, ' ' � 112"FIRE RATED PLY_WD. FOR 4' -2"x2"5Q.TUBE TOP RAIL 6 �. FROM EXTERIOR OF WALL 42"HIGH GUARDRAIL 1-1/2"dia HANDRAIL �f `-� 1-HR FIRE RATING -WRAP BACK TO 36"HIGH HANDRAIL 1/2"FIRE RATED PLY_WD. FOR 4' 42"HIGH GUARDRAIL /I'I OREGON, , TO BE MAINTAINED 36"HIGH GUARDRAIL MAX 5'0 G.SPACING - 1 FROM EXTERIOR OF WALL METAL GUARDRAIL I� FOR 1-1/2"5Q. x 11 GA. POSTS9 'I SPACE 1x1 METAL PICKETS 1-:Y" ��TO UNDERSIDE OF ROOF 2x2 METAL POSTS(PICKETS AND RAILS CONTINUOUS '�" 11111 •/� (011 NOT SHOWN FOR CLARITY) HANDRAIL @ 4"O G �� '` �, 4.00 4.00if 1-112"DIA. HANDRAIL 1'-9" �� I / 6 2°/7- -T- FLOOR 1-1/2'DIA. �, 7i ! o , -. - SIMPSON HDB3 OR EQUAL HOLDOWN lalarr 1{Ifs WITH(2)5/8"da.GALVANIZED THROUGH METAL BRACKET ® `"' \ \ 0 BOLTS WITH WASHERS AT FAR SIDE (2)5/8"dia.GALVANIZED THROUGH i BOLTS WITH WASHERS4-- - -- ��,• r=1.- C9x13.4 STEEL CHANNEL (2)2x10 P.T. RIM JOIST WITH 1111T„TVA _ c(3)16d NAILS @ EACH JOIST l / ' may PRE MANUFACTURED / GONG.TREAD S 5/8"TYF 'X'GYP. BD. 18 - GUARDRAIL ATTACHMENT (2)3/4°0 M.B. L il 1/2"=1 0' d N---\ • 1~,sA ANGLE IRON BRACKETS -BOTH S DES 4"MAX.OPENING 20 - TOP OF STA R DETAIL 3"x3"x7'STRINGER CONNECTOR - 11" 72'.1-0° -(3)1/2'x3"THRU BOLTS MIN. WELD POST TO STRINGER / —7 7 (3)1/2'x3"TITEN ANCHORS AT BASE -SEE WELDING DETAIL / / ` L LINE OF BUILDING 17 - ROOF DETAIL AT PARTY LINE OF BUILDING v I '-0" MAX. SPACING Client CEILINGS IN THIS AREA TO WALLS 1x1 METAL PICKET,7YP- Evergreen Builders, LLC BE 5/8"TYPE X GYP. BD. 1,2.__,.o. 21 - BOTTOM OF STAIR DETAIL do Joe Westerman (GOLD BOND FIRE SHIELD) 2x2 SO.TUBE POST 1 11' Ak--- 2x2 SQ.TUBE METAL -/2-_•-0 7420 SW Hunziker Road, Suite D 0 TOP AND BOTTOM RAIL - Tigard, Oregon 97223 t9 n, 314 i/T TS 1-1/2" SQ.x 11 GA. ° 11/2"METAL HANDRAIL WELDED TO STRINGER C9x13.4 _ 3/16 ", ) SEE WELDING DETAIL ABOVE " G9x13.4 SEE GUARD POST 19 - GUARDRAIL DETAILS 161 42"GUARDRAIL ATTACHMENT DETAIL 1/4.=1�-0' PRE MANUFACTURED / / J GONG.TREADS l OPENINGS SHALL NOT ALLOW THE PASSAGE OFA 4"dia. SPHERE 3116 FILLET WELDS f 25 - WELDING DETAIL Project-BOTH SIDES \ \ ��4�=1-�� Greenburg Road Apartments NINN NN. 36"HIGH CONT. HANDRAIL ANGLE IRON BRACKETS i PL-114"x3-112"x7' 9550 SW Greenburg Road 1 -SEE ENLARGED TREAD DETAIL A `' Tigard, OR 97202 NOTE: SEE ATTACHED E\IGlNEERING- 1-1/2"dIaHANDRAiL 1=11METAL GUARDRAIL O C9x13.4 STEEL CHANNEL `v SHFARWALL-PER PLAN FOR WELDING DETAILS \ • -:.=,-/ (3)1/2"x3"M.B.W/1-1/2"EDGE ,,, ,r, 7_ _ / / PROVIDE 2x BLOCKING AT STINGER BASE DISTANCE ON 3x3 CONNECTOR STRAP AT UPPER LEVEL Designer (3)1/4"x5"S25 SCREWS T BASE -PER PIAN N. _ N. \ \ 0 0 ler St. EN , \ \ Builders Design, Inc. / 1 11125 Portland,dOR 97220 1x1 SQUARE METAL PICKETS \ n, © �, yOffice: (503)252-3453 NN rzzi/- STRAP CONNECTS 1 �=► FOR COMPLETE LOAD PATH - ,.E� I II �I�Iwgd1:4`� 24 - HANDRAIL AT BOTTOM _-- _ _—__ 72'- -J LI, I 1 (2)3/4"0 M.B. (2)3/4 0 A307 / 6x10 OF#1 THRU-BOLTS W/NUT HOEDOWN PER PLAN 111111111111 —' / 6x10 EAMCOMPOSITION SHINGLES _ / 22 - MID SPAN STAIR DETAIL 23 - HANDRAIL AT TOP ON 15#ASPH. SAT. FELT 2x8 HF42 RIDGE A.B PER PLAN I 101111111111 1/22._ '/2'=1-0' ON 112"GDX PLYWOOD ON 2x6 HF#2 @ 24"0.C. 2x6 CEILING JOISTS 29 — FLOOR TO FLOOR IiL,P. _' 6x6 HF#2 BEAM HOEDOWNS �e' ". 1/2-.,' o ll2'K.�. P�Y. 1VG. � I SIMPSON GC66 COLUMN CAP 3'-6"x3"x3/16"STEEL GUARD 4x8 P.T.JOISTS @ 24"O.G. I -FOR 2"O.C. NAILING, STAGGERAS SHOWN -WHERE DOUBLE 2x ARE ALLOWED AT SILL*TOP PLATE FOR -MAINTAIN <4"OPENING 2"PRECAST CONCRETE ! I TYPE"C", STAGGER CONNECTION NAILING,TYP. BETWEEN STAIR RISERS I I STAIR TREAD n 2x DECKING t HU48 HANGERS 4"CONG. SLAB ON 3/4-COMP- FILL I a'-6 �I 3n6 6x6 PT P05TW1314"DECORATIVE WRAP STUD$FIELD NAILING PER SCHEDULE _ m� IL 6x8 P.T. BEAM -.NA. I WI FIBER MESH I immmml _r 2"x 2'x 3"x 3/8" \\Io 3x PANEL EDGE MEMBER 1I 4"CONC. SLAB ON 3/4 COMP. FIL lwt ,� _, •(2)-1/4 DIA. STAIR TREAD PLAN `� �= / / /MB '/- �` L_ I__J z 28 - PORCH ROOF DETAILS3x PANEL EDGE MEMBER / P.T. 2x8 LEDGER 2'_a„ 1/4'= O 3X PANEL EDGE MEMBER (C� COPYRIGHT 2©15cy CRarE f SIMPSON P666 POST BASE SUMMIT ENGINEERING LLC #4 REBAR , THESEDRAWINGSARETHEPROPERTY24'x24"x12"CONG. FOOTING 1_111:1111 OF SUMMIT ENGINEERING LLC AND . . . . . . . . '. .'. .'MON ARE d- STAIR TREAD SECTIO TREAD DETAILS Qc 27 - DETAIL AT REAR DECK .Q +• •4 NOT TO BE USED OR REPRODUCED IN �— ff : ANY MANNER,WITHOUT PRIOR 1/4"=1'-0" 1/2"=1'-0" <. ;. a 4: WRITTEN AUTHORIZATION. EMBEDDED 1/4'DIA. T a 30 SHEARWALL NAILING A 0 FIRST LAYER FLASHING BEHIND BUILDING - . - •° , -- . -a f_ -- - - __ / TREADED NUTS • - 24"x24"x12'CONC. FOOTING AND LEDGER BOARD,AND OVER SIDING T _/ W/#4 REBAR @ 12"O.G. E.W. SECOND LAYER"Z"FLASHING OVER TOP TYPES G, D, E $ F REVISION SCHEDULE: AND DOWN FACE OF LEDGER BOARD 1/2REVISION DELTA ISSUE DATE 1 /— SEE DETAIL Fl 2x RIM BAND r . . . . ...... ..................... 1-1/4"ANCHOR ROD 8/18/20168:05:26 AM 8d@6'O.C.OR / / E W/24"EMBEDMENT / / AS NOTED ON SHEAR 5-112"x9"GLUCAN WALL SCHEDULE i JOIST HANGER LU528 .� SHEET TITLE: 2x6 P.T. MUD SILL PLATEW/1 1 6'-O"O.G. 2x FLOOR JOIST ` 41_ (OR EQUAL)AT EACH JOIST STEMWALL REBAR(PER PLAN) `i' - \ DETAIL SHEET 2 P.T. /2 0 A.B.A B 0 @ �i- 2x10 JOISTS @ 16"O.G. -. SEE PLAN OR SHEAR (SEE SHEAR WALL SCHEDULE FOR A.B.) ° .. - . , I I 4 WALL SCHEDULE FOR - WALL FRAMING OR (2)318"LAG SCREWS OR • . ANC. BOLT SIZE @ SPACING CONCRETE WALL < 'I - I 4"GONG.SLAB 4x12 HEADER (2)#14x4:WOOD SCREWS OR ri, _ : : W/CAR SURCHARGE (SHOWN DASHED) (2)1/4"x4"SIMPSON SDS SCREWS —r. - - - ° ■- - - -T°+ii-,- #4 STANDARD HOOK=9" \ 1_1/2" (OR EQUAL)AT SPACING"5" /........4_ *_- _ (2"AT THRU-BOLTC----.. - 4x6 POST n, / _. / 0 44 @ 16"O.G. HORIZ. I SILL PLATE BEYOND o 0 0 0lk o DRAWN BY: BSY #4 @ 18"O.C.VERT. I _o __ ____ _ 45 REBAR W/8"STANDARD HOOK APPROVED BY: CENTER IN WALL i41 ° -^ �- (2)BARS AS SHOWN, PLACE WITHIN 26 - EXT. FOUNDATION WALL AT SPACING"5„/ ill 4"OF HOLD-DOWN ANCHOR ROD SHEET: GARAGE '� \ 72-=1-0 _ ` LS2 31 - HDI HOLDOWx DETAIL SPACING"5" 7 -:),......._J \ _ \ JOIST SPAN 1/2"dia. LAG SCREWS 414x4"WOOD SCREWS (2)SIMPSON SIDS 1/4"x5" 32 - LEDGER DETAIL 8 GONG.WALL W/24"x10"FOOTING 0<SPAN<-8' 23" 10" 16" 3/4°=T-0" (2)#4 REBAR CONTINUOUS 33 - HEADER INSTALLATION 8<SPAN<-10 18" 8" 16" #4 REBAR @ 24"O.G. / -- DETAIL AT 1 BED ENTRY 10<SPAN<=14' 13" 6" 12" 1/2°=1•0° 14<SPAN <=18' 11" 5" 9" JOB NO.: 9812 SCALE: As indicated PROF un �`7 y', t "5,leer ' 654 '" {! "' GA FILE NO, WP 8130 PROPRIETARY" 1 HOUR k0) ' FIRE ft GA FILE NO.WP 8105 6/WID GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, 2x6 STUDS ►�� 1-HOUR FIRE RATING '` WOOD STUDS R-21 INSUL. iniimmSIC: N/A WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED EXTappliERIOR ed parallel Oor at nghtne layer /angles tat2 x 4ary pwood studs 16" o.c. with galvanized roofing e X glass mat gypsum substrate ) �� nals, 13/4' long, 0.928"shank, 7/16" head, 7"o.c. Exterior surface covered with weather 2x6 STUDS @ 16"D.C. GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STCsh. exposed cladding or finish system. ,� W/R-21 INSUL. ►�� GA FILE NO.WP 8105 INTERIOR SIDE: One layer 5/s"proprietary type Xglass mat gypsum substrate,glass mat iiiro 518"TYP. 'V GYP. BD FIRE SOUND 1-HOUR FIRE RATING y p p ' ry GYPSUM WALLBOARD, WOOD STUDS water-resistant gypsum backing board, gypsum wallboard, water-resistant gypsum Thickness: 43/4" IVni : , STC:58 backing board, or gypsum veneer base applied parallel or at right angles to studs with Approx. Weight: 7.5 psf One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at 5/8"TYP.'X"GYP. BD 6d coated nails, 12/a" long, 0.0915"shank,1/4"heads, 7"o.c. Fire Test: WHI-495-0702, 8-7-85; 4j right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates BOTH SIDES Joints staggered on opposite sides. (LOAD-BEARING) WHI-495-0703, 8-8-85; EXTERIOR FINISH OVER 1" apart with 6d coated nails, 1 718" long, 0.0915" shank, 1/4" heads, 7" o.c. UL R2717, 89NK3419, ' ►_� PROPRIETARY GYPSUM PANEL PRODUCTS WEATHER RESISTIVE BARRIER ,1111 8 29-89; t c' American Gypsum Company LLC - 5/e FireBIoY Type X UL 83501,O7NK17992, diM Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. certain reed Gypsum Inc. $/a" ProRoc®Type X Gypsum Panels 12-12-07; PPP- I (LOAD-BEARING) X 1111 �. sire GlasRoc®Sheathing Type X UL R6937, 06NK17692, / -- - 2x4 STUDS @ 16"O.G. Gypsum Panels 9-19-08; Georgia-Pacific Gypsum LLC 5/a" DensGlass Gold®Fireguard® UL R15187, 02NK31412, EXTERIOR COVERED W/1 LAYER 5/8"TYPE"X'EXTERIOR /_ / W/R-21 INSUL. - 5/8" DensArmor Plus®Fireguard® 7-17-02; wag g GRADE GYP. BD. SHEATHING OVER STRUCTURAL client Interior Guard UL Designs 0337&03051:6SHEATHING AS REQUIRED BY STRUCTURAL DRAWINGS Lafarge North America Inc. - 5/a"Firecheck®Type X Evergreen Builders, LLC Thickness: 9 1/2" Temple-Inland - 5/a"Type X 4c/o.foe Westerman Approx. Weight: 8 psf National Gypsum Company - 5/a"e2XP®FIRE-SHIELD® 7420 SW Hunziker Road, Suite D Gypsum Sheathing Tigard, Oregon 97223 Fire Test: See WR 3605 : - 5/s" Gold Bond®Brand FIRE-SHIELD® (UL 81319-4, 6, 6-17-52: 1.-Me Board UL R2717-39, 1-20-66; Temple-Inland - 5/e"GreenGlass Type X INTERIO1.1111 R 5/8" EXTERIOR W2 - FIRE BARRIER - 1-HR RATED UL R3501-52, 3-15-66, - 5/8"Type X U I_ Design 0305; GENERAL CONDITIONS NAILING SCHEDULE: ULC Design W301) W1 - UNIT DEMISING WALL - 1-HR FIRE BARRIER — 1 HR RATED 1.ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED ISSUE OF THE OREGON 2014 Sound Test: Estimated JOIST TO SILL OF GIRDER: (3)8d TOE NAIL RATED STRUCTURAL SPECIALTY CODE AND THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. BRIDGE TO J0157 (2)8d TOE NAIL Z.- / 3/4'=I 2.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS AND TO BOTTOM PLATE TO JOIST 16d@16"O.C. FACE NAIL _ NOTIFY THE ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. PLYWOOD SUBFLOOR 8d@6" EDGE NAIL Project 3.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS Ed @ 12" INTERIOR Greenburg Road Apartments SITE WORK TOP PLATE TO JOIST (2)16d END NAIL 9550 SW Greenburg Road 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCKPILING ON SITE FOR STUD TO BOTTOM PLATE (4)8d TOE OR END NAIL Tigard, OR 97202 ~' FINAL GRADING IF POSSIBLE. DOUBLE STUDS 16d@ 16"D.C. FACE NAIL UNIT DEMISING WALL 1—HR RATED 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED A5 REQUIRED TO MAINTAIN THE DOUBLE TOP PLATE 16d@ 16"0.C. FACE NAIL -- REQUIRED DEPTH BELOW FINISH GRADE. CONTINUOUS HEADER(2 PC) 16d@ 16"0.0. EDGE NAIL 3.ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4"THICK(MIN.)SAND COMPACTED CEILING JOIST TO PLATE ., TO 95%. (3)Ed FACE NAIL Designer CEILING JOIST LAP OVER PLATE (3)led FACE NAIL WALLS AND INTERIOR PARTITIONS, WOOD FRAMED 4. CONCRETE SLABS TO BE 4"THICK,3000 P.S.I AT 28 DAYS WITH CONTROL JOINTS AT 25'0/CBuilders Design, inc. CEILING JOIST TO RAFTER (3)16d FACE NAIL GA FILE NO. WP 3241 PROPRIETARYt 1 HOUR 50 to 54 STC (MAX.)EACH WAY RAFTER TO TOP PLATE (3)Ed TOE NAIL 11 125 N.E. Weidler St. FIRE RATING: N/A FIRE SOUND 5. FINISH GRADES ARE TO REMAIN AT LEAST 6"BELOW FINISH SIDING. Portland, OR 97220 GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL FIBER COLLAR TIES(EACH END) (6)10d(U.N.O.) FACE NAIL Office: (503) 252-3453 5TC: N/A INSULATION, WOOD STUDS FOUNDATIONS BUILD UP CORNER STUDS led @ 24"0.0. FACE NAIL _� FIRE RATING: N/A Resilient channels 24"o.c.attached at right angles to ONE SIDE of 2 x 4 wood studs 16'or (' xC } INIF 1.CONCRETE-MIX AND 28 DAY STRENGTH OF CONCRETE 24"o.c.with 1 1/4"Type S drywall screws.One layer 5/8"proprietary type X gypsum �i� 1 TOP PLATE AT INTERSECTIONS (2)164 FACE NAIL STC: N/A wallboard orgypsum veneer base appliedparallel to channels with 1"Type S drywall screws -BASEMENT WALLS FOUNDATION 2x6 STUDS @ 16"O.G. PP MULTIPLE LVL'S(2 PLIES) 2 ROWS-16d @ 12"D.G.STAGGERED 12"o.c.End joints backblocked with resilient channels.3"mineral fiber insulation.2.0 or 2.3 NOT EXPOSED TO WEATHER 2500 PSI MULTIPLE LVL'S(3 PLIES) 2 ROWS-led @ 12"O.C.STAGGERED W/R-21 INSUL. pcf,in stud space. -BASEMENT INTERIOR MULTIPLE JOISTS(UP TO 3) 2 ROWS-led @ 12'O.C.STAG-GERED OPPOSITE SIDE:one layer 5/8"proprietary type X gypsum wallboard or gypsum veneer SLABS ON GRADE: 2500 PSI 1x6 SPACED SHEATHING (2)8d FACE NAIL Ai 112"GYP BD. base applied at right angles to studs with 1 1/4"Type W drywall screws 12"o.c. -BASEMENT WALLS E FOUNDATIONS RAFTERS TO HIPS, VALLEY OR RIDGE (4)led Vertical Dints staggered 48"on opposite sides.Sound tested with studs 15'o.c.and open Thickness: 5 318" 1/2"GYP. SD. 1 gg pPApprox.Weight: 7 psf EXPOSED TO WEATHER 2x4 STUDS @ 24'O.G. face of mineral fiber insulation blankets toward resilient channel-side of stud space. EXTERIOR FINISH OVER ILOAD-BEARING Fire Test: Based on UL 83660 7, AND GARAGE SLABS: 3000 PSI (16"O.C.AT BEARING LOCATIONS) 1 11-12-87:UL R2717-61, rP.- 4 i WEATHER RESISTIVE BARRIER PROPRIETARY GYPSUM BOARD 8-18-87;UL R7094, -PORCHES, STEPS CARPORT FRAMING American Gypsum Company 5/8"FIREBLOC TYPE C 1x24 90; SLABS EXPOSED TO WEATHER: 3000 PSI 1.WOOD FRAMING MEMBER GRADES AREAS FOLLOWS UNLESS, OTHERWISE NOTED ON UL Design 0311 , \I CertainTeed Gypsum,Inc. 6/8"ProRocro.�Type C Gypsum Panels Sound Test: Estimated 2.ALL REINFORCING STEEL TO BE A-615 GRADE 60.WELDED WIRE MESH TO BE A-185. THE DRAWINGS: r`. G-P Gypsum 5/8"ToughRock -FireguardF C 3. LAP CONTINUOUS BARS 30 x DIA.(MIN.)PLACE ALL REINFORCING AS PER A.G.I. CODES i olikiLafarge North America Inc. 5/8"Firechecki Type C A. POSTS, BEAMS, HEADERS,JOISTS AND RAFTERS- NO. DOUG FIR OR LVL'S National Gypsum Company 5/8"Gold Bondi:.Brand FIRE-SHIELD Cie STANDARDS. -2650 FB 1.8E SHEATHING A5 REQUIRED Gypsum Wallboard 4. PROVIDE A MINIMUM CLEARANCE OF 18"UNDER GIRDERS, BEAMS, OR JOISTS. BY STRUCTURAL DRAWINGS PABCO Gypsum 1/2"FLAME CURBF.Super'C' B. PLATES, BLOCKING AND BRIDGING NO-3 DOUG FIR :411Temple-Inland Forest Products Corporation 5/8"TG-C 5. COVER ENTIRE CRAWL SPADE WITH 6 MIL. BLACK"VISQUEEN"AND EXTEND UP FOUNDATION G. STUDS- STUD GRADE DOUG FIR ► . WALLS AND FASTEN TO MUD SILL D.TSG DECKING - STUD BETTER GRADE DOUG FIR tContact the manufacturer for more detailed information on proprietary products. 6. PROVIDE A MINIMUM OF 1 S.F. OF NET VENTILATION AREA FOR EACH 1500 S.F. OF CRAWL SPACE E. PLY. SHEATHING- GD DOUG FIR PLY. (32116} AREA.VENTS ARE TO BE CLOSABLE AND HAVE 1/4"OPENINGS IN CORROSIVE RESISTANT SCREEN. F. GLU-LAM- C F V-4 POST NOTICE ABOUT OPENING VENTS NEAR ELECTRICAL PANEL, G. ROOF SHEATHING- 1/2'CDX PLYWOOD(INDEX 48/24) GA FILE NO. WP 3241 2x6 STUDS @ 16"0.0. 7.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED. W/Ed @ 6"O.G. EDGES-8d @ 12"O.G. FIELD 1-HOUR FIRE RATING W/R-21 INSUL. 8. BEAM POCKETS IN CONCRETE WALLS TO HAVE 1/2"AIR SPACE AT SIDES AND ENDS AND 3"OF 2. UNLESS OTHERWISE NOTED ON DRAWINGS,ALL EXTERIOR WINDOW AND DOOR 11% • SIC:50-54 BEARING(MIN.) killHEADERS ARE TO BE 4x12 HEM FIR No.1 INTERIOR ►--� EXTERIOR x ` `� ` 9. MUD SILLS TO BE 2x6 PRESSURE TREATED WOOD WITH 1/2"DIA.x 10"ANCHOR BOLTS SPACED 3. PROVIDE DOUBLE JOISTS UNDER ALL BEARING PARTITIONS. ( 6'-0"0/6. OR PER SHEAR WALL SCHEDULE AND WITHIN 12"OF CORNERS. LAYOUT FOR 14'LONG 2x6 4. DESIGN LOADS :ROOF- 25 P.S.F. (SL)-15 P.S.F. (DL) 5/8"TYP. 'X"GYP. BD �� P.T. SILL PLATE, PROVIDE AB.EACH SIDE OF SILL SPLICES. FLOOR- 40 P.S.F. (LL)-15 P.S.F. (DL) EXTERIOR WALL - NON W4 INTERIOR WALL - NON lo. PROVIDE 4"DIA. PERFORATED DRAIN TILE BELOW THE TOP OF FOOTINGS. / _ - -...._ .:1...-----_ ___/ RATED GARAGE WALL - NON RATED BOTH SIDES STAIRS 1D0 P.S.F. {LL) -RESILIENT CHANNEL FLASHING E MOISTURE PROTECTION GARAGE FLOOR-50 P.S.F. (LL) 7 --7 3/4' -o' 1.CONTRACTOR TO PROVIDE A"WATER TIGHT ENCLOSURE"FOR THE VALLEY ENVIRONMENT, (c) COPYRIGHT 2015 3/4=--0' RATED ON ONE SIDE DECKS- 40 P.S.F. (LL) SUMMIT ENGINEERING LLC 3/4'=1-0' EMPLOYING THE HIGHEST QUALITY MATERIALS, CRAFTSMAN AND CONSTRUCTiON METHODOLOGY, LATERAL LOADS THESE DRAWINGS ARE THE PROPERTY BOTH GENERAL AND SPECIFIC TO THE VALLEY SEISMIC-SITE CLASS D OF SUMMIT ENGINEERING LLC AND 2.ALL EXTERIOR FLASHING ARE TO BE CONSTRUCTED WITH MIN. GAGE 28 EXPOSED E 30 GAGE ARE R-6 NOT TO BE USED OR REPRODUCED IN CONCEALED, BAKED ENAMEL ANY MANNER,WITHOUT PRIOR GA FILE NO. FC 5112PROPRIETARY* 1 HOUR 50 to 54 SIC Ss=0.991 Sds=0.729 WRITTEN AUTHORIZATION. 3. FLASHING SHALL BE INSTALLED AT JUNCTIONS OF CHIMNEYS AND ROOFS,IN ROOF VALLEYS AND 51=0.415 Shc 0.438 — / FIRE SOUND AROUND ALL ROOF OPENINGS, INCLUDING SKYLIGHTS, ROOF VENTS, ROOF EDGES BOTH RAKE AND �— WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUM a DESIGN DEAD LOADS / — 7 _ _ PAVE. ROOF=17 PSF FLOOR TOPPING, RESILIENT CHANNELS, GLASS OR MINERAL — 4. FLASHING SHALL BE INSTALLED AROUND ALL EXTERIOR DOORS AND WINDOWS, TRANSITIONS REVISION SCHEDULE: FIBER BATT OR LOOSE FILL INSULATION, GYPSUMft_ — ""�"""'"'"" I I� WALL=12 PSF BETWEEN SIDING AND ROOF. REVISION DELTA ISSUE DATE WALLBOARDT. FLOOR=15 PSF �� ♦♦'♦ 5IIIIII .ALL FLASHING TO BE INSTALLED PER"SMACNA"LATEST EDITION OF THE"ARCHITECTURAL SHEET la�� . , WIND-3 STORY STRUCTURE, LIGHT FRAME WOOD CONSTRUCTION One layer 5/e" proprietary type X gypsum wallboard or gypsum veneer base applied at right - � � �� METAL MANUAL". 2014 0550,ASCE 7-10, CHAPTER 28 angles to resilient furring channels 24" o.c. (16" o.c. when batt insulation is used; 12" ��li� A �� `' � 6. BUILDING WRAP OF"TYVEK"OR SAME TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS, EXPOSURE'B' o.c. when loose fill insulation is Used) with 1" Type S drywall screws 12" o.c. Gypsum '' �' ` J. GA FILE NO. FC5112 NGLUDING WRAPPING WINDOW AND ODOR OPENINGS AND TAPING JOINTS. I=1.0 board end joints located midway between continuous channels and attached with FIRE RATING:1 HOUR 7. FLASHING FOR WINDOWS: INSTALL ADHESIVE FLASHING THE WIDTH OF SILL AND UP 12"EACH Vas=120 mph screws 8" to additionalpieces of channel 60" longlocated 3" back on either side of end STC.50 MINIMUM JAMB,AND LAP ENTIRE LENGTH OF JAMB,AND LAP ADHESIVE FLASHING THE WIDTH OF HEAD AND 5. SOIL BEARING PRESSURE 15 3,000 P.S.F. -PER GEO-TEC REPORT PRINT DATE: Dint. Resilient channels applied at right angles to nominal 2 X 10 wood joists spaced a IS:77-GENERIC CARPET PAD LAP 12"DOWN EACH.IAMB. (DETAIL) J pP 9 g I P Approx. Ceiling 6. NAILING SCHEDULE IS TO BE PER PLAN -SEE SHEAR WALL PLANS 8/18/2016 8:05:29_ AM maximum of 24" o.c. with 11/4" Type S drywall screws. Glass or. mineral fiber batt Weight: 3 psf 10:51 -GENERIC SHEET VINYL HEALTH AND SAFETY: 7. DECK AND BALCONY GUARDRAILS TO BE 42'HIGH WITH MAXIMUM OPENING SPACES SO / / insulation stapled to subfloor or or loose fill insulation applied directly over gypsum Fire Test: UL R1319, 05NK04589, Ail new smoke and GO alarms shall be hardwired with battery backup and interconnected within the dwelling unit only THAT A 4"SPHERE CAN NOT PASS THROUGH. SEE DETAILS l — "- / board. Wood joists supporting 15132" wood structural panel subfloor applied at right 2-4_05, UL 81319, FLOOR Smoke alarms shall be located wlthlr each sleeping room, immediately outside of each sleeping room, and on each level of the dwelling. B. PROVIDE METAL TRUSS AND RAFTER TIE DOWNS SUCH A5 SIMPSON A TO EACH RAFTER SHEET TITLE: angles to joists with construction adhesive and 6d ring shank nails 12" o.c. Minimum 1/2" 05NK09496, 3-31-05; -2x10 JOISTS @ 16"0.G. MIN.AS REQUIRED BY STRUCTURAL DRAWINGS GO alarms shall be located within 15'outside of each bedroom door. AT TOP PLATE. WALL AND FLOOR proprietary gypsum floor topping applied over subfloor. UL Design L569 -518`PROPRIETARY FLOOR TOPPING AND 1/4"SOUND REDUCTION MAT Al alarms shall be cross listed for interconnection. 9.ALL EXTERIOR FASTENERS, EXPOSED TO THE ELEMENTS TO BE STAINLESS STEEL OR SEPARATION 3 hglass fiber32, -23/32"EDGE-GOLD SUBFLOOR All Smoke Alarms shall be listed in accordance withGALVANIZED. INCLUDING NAIL, STAPLES, CLIPS, ETC.STG and IIC rated with both joists and resilient channels spaced 16" o.c., 1 " Sound Test: RAL TL04-31 & 2-11-04; CEILING UL 217. 10.ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO THE DETAILS insulation in joist spaces, 1" proprietary gypsum floor topping poured over 1/4" RAL TL04-33 & 34, 2-22-04; Gombinatlon Smoke/Garban monoxide alarms shall be listed as complying with UL 2034 and UL 217. -RC-1 RESILIENT CHANNELS 16"O.C. Combination Smoke I Carbon monoxide alarms shall be Ilsted as cam I in with ANSI/UL 2075 and ANSI/UL 268. WEATHER SHALL BE HOT DIPPED GALVANIZED OR Z-MAX. sound reduction mat, and with finish flooring of C&P, sheet vinyl, engineered RAL TL04-67, 3-19-04 complying proprietary y 9 IIC & Test: (51generic sheet vinyl), -1 LAYER 5/8"TYPE"X"GYPSUM WALL BOARD FANS AND SMOKE DETECTORS 11,ALL OUTDOOR FRAMING EXPOSED TO THE ELEMENTS SHALL BE PRESSURE TREATED wood laminate, and ceramic tile. -3-1/2"ACOUSTIC BATT INSULATION RAL 1 N04-004, 4-22-04; FANS IN BATHING AREAS SHALL BE CONTROLLED BY TIMER. GYPSUM BOARD FINISH PROPRIETARY GYPSUM COMPONENTS (77 generic C&P) SMOKE DETECTORS SHALL BE 110V BATTERY BACKUP. 1. ERECT SINGLE LAYER 1/2"STANDARD, 5/8"F.R.AND 1/2"MOISTURE RESISTANT GYPSUM MATERIALS AND FASTENING AS REQUIRED BY FC 5112 United States Gypsum Company - 5/s" SHEETROCKO Brand FIRECODE® C RAL IN04-005, 4-22-04; RADON CONTROL NOTES: BOARD IN MOST ECONOMICAL DIRECTIONS, ENDS OCCURRING OVER FIRM BACKING. / / Core Gypsum Panels (54 cushion sheet vinyl) GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL CONCRETE SLABS INCLUDING: STEEL AND WELDING: DRAWN BY: BSY - LEVELROCK® Brand Floor t.lnderlayment RAL IN04-006, 4-26-04; 1.A UNIFORM OF GLEAN AGGREGATE,A MINIMUM OF 4"THICK. -ALL CHANNELS SHALL BE A36 STEEL,36 KSI (55 engineered wood Fl - TYPICAL FLOOR/CEILING 2.A UNIFORM LAYER OF SAND A MINIMUM OF 4"THICK. -ALL PLATE STEEL SHALL BE A36,36 KSI APPROVED BY: laminate) ASSEMBLY - 1 HOUR RATED 3.OTHER MATERIALS, SYSTEMS, OR FLOOR DESIGNS WITH DEMONSTRATED -ALL"MACHINE BOLTS"SHALL BE A307 GRADE MINIMUM /- -- ------ 7 RAL IN04-007, 4-26-04; 314"- -0' CAPABILITY TO PERMIT DEPRESSURIZATION ACROSS THE ENTIRE SUB-FLOOR AREA. -ALL WELDING SHALL CONFORM TO AWS STANDARDS. SPECIAL INSPECTION OF WELDS IS SHEET: (52 ceramic tile) SOIL GAS RETARDER: REQUIRED PERIODICALLY UNLESS WELDING IS DONE BY AN AWS CERTIFIED WELD SHOP. RAL eramic09, 4-26-04 A MINIMUM 6 MIL. POLY OR EQUIV. FLEXIBLE SHEETING MATERIAL SHALL BE THE SHOP MUST BE ABLE TO SUPPLY CERTIFICATION DOCUMENTS,AS WELL AS \/\/ 1 PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR TO CASTING THE SLAB. INDIVIDUAL WELDERS CERTIFICATIONS. THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH SEPARATE SHEETING GEOTECHNICAL LAPPED AT LEAST 12".THE SHEETING SHALL FIT CLOSELY AROUND ANY PENETRATION OF THE MAT. -ALL SITE, BUILDING FOOTING AND SUB BASE SHALL BE PREPARED TO THE ' P1 GAL FLOOR/CEILING ASSEMBLY — 1 HOUR RATED ALL PUNCTURES AND TEARS SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER - JOB NO.: 9812 SCALE: As indicated • 0,r)PROFFS1. co'4' ,�G1N ' 'r?9� _.' 654 j BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS OREGON `‘o SCOPE OF WORK TYPE V-B :.•1.,,;(*Att" 1.1:.5,,,,,,,V- THIS BUILDING CONSISTS OF 4 2-BEDROOM UNITS AND 8 GARAGE SPACES. PRIMARY STRUCTURAL FRAME 0 _ 41 ' "� SITE INFO: BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP. LINE) , �•� A == /' 561007- GENERAL INFORMATION NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) - _ �I • Property ID W273156 NON BEARING INTERIOR WALLS 0 ;a - - • County WASHINGTON FLOOR CONSTRUCTION - - 0 _.._.._._ ___ ------_.. ___...__ • State ID 15126DC009O0 AND SECONDARY MEMBERS - • Alt Account It R238282 ROOF CONSTRUCTION 0 I `I SITE INFO ,+ • Site Address 9550 SW GREENBURG RD FIRE RESISTANCE RATING REQUIREMENTS FOR IL 'I ' • City/State/Zip TIGARD EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANCE I ' !I 'I I tOf ASSOCIATED CASE NUMBERS: X<5 1 , SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 5<X<10 1 : � r, ADJUSTMENT(VAR):VAR2O14-00010 10>X>30 0 , ,' +` ADJUSTMENT(VAR):VAR2O14-00011 X>30 0 _ _ 11 111f111 I 'T�II'[IPi'i�III 1117g.'1, / --- -- PRESCRIPTIVE ENVELOPE REQUIREMENTS-DEESC 401.1 TABLE 1021.20) I 1' j / / WALL INSULATION-ABOVE GRADE R-21 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES Client WALL INSULATION-BELOW GRADE R-15 STORY MAXIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE --- - Evergreen Builders, LLC FLAT CEILINGS R-38 BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET do Joe Westerman VAULTED CEILINGS R-38 - - 7420 SW Hunziker Road, Suite D UNDERFLOORS R-30 TABLE 705.2 - Tigard, Oregon 97223 • SLAB EDGE PERIMETER R-15 MINIMUM DISTANCE OF PROJECTION I - 1 LEFT + l HEATED SLAB INTERIOR R-10 FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE F5D 1/8'=r-0" WINDOWS U-0.32 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED SKYLIGHTS U-0.60 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF RIGHT EXTERIOR DOORS U-0.20 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) 1/8'=1.-0' EXTERIOR DOORS W/>2.5 FT2 GLAZING U-0.40 30 FEET OR GREATER 20 FEET FORCED AIR DUCT INSULATION R-8 /_ / ADDITIONAL MEASURE CHOSEN / 4-Ductless heat pump: Project Windows to be U-0.32 NOTE: NOTE: 21'-0" 13-0" J, 21'-0' 13'-0" 20-0" f Greenburg Road Apartments -PROVIDE CLASS G COMPOSTITION ROOFING DRAG TRUSSES SHOWN ALIGN WITH SHEARWALLS BELOW 9550 5W Greenburg Road GENERAL CODE SUMMARY NOTES Tigard, OR 97202 1.OCCUPANCY OF ALL SPACES 15 R-2 -ROOF SHEATHING SHALL BE 15132"APA RATED BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE SHEATHING WITH 8d NAILS @ 6"D.G.AT ALL PANEL = - EDGES AND 12"Q.C. IN FIELD(TYP) -_-- -- --- CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY = ._.._._ - -- ..!! rwr m . _ _- lirrnrl�r,u u s•---•- .-_�.,.... - i�111wI1�I1rIr111rI111r11... __._. ______ - _...-- "' .- .._._-i II� I� � �� f�L- _ - --- - / / 1/2 FIRE RATED PLY.WD.AT THIS SIDE OF ROOF - - - _.. .illrnn 1111BIM IIIl■MI __:-:_ == - - _ 420.2_WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. .+1111111111111111111rrIrrllll111011lll�h.. --7--:-=-- - dllllrllllrfll■Ik11k111rllrrl1111r1._ --- e - GI rumrwr igar nn rnu r!1 rkln + lirrw i nrruu rm rn rml itt -DENOTES DOWNSPOUT LOCATION = r II k I I #r kr I !, +i ui __ _- _--- -T Irinrmrisrrlir r 1 I I Irul irui . --=___.._.. ...- --__. Designer 420-3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES-1 HOUR SEPARATION PROVIDED. -WITHIN 4'-0 EXTERIOR WALL ., __W....._ uu.�ui�.is�.__.1�tu��l�l�■�� . �_.____._._ .__ _ua xR�,l��__.�_._._ - DRAG TRUSS-1,650# Builders PROPERTY LINE 7 - - CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: DRAG TRUSS-650# LINE WALLS BELOW DRAG TRUSS-1,650# t -- 11125 N.E.Design,eidler St. Inc. • 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. DRAG TRUSS-1500# DS DRAG TRUSS-195D# DRAG TRUSS-650# _ Portland, OR 9722D TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB - -JI.rT. 6L5.9 -1- 9#I- - -- - . Office: (503) 252-3453 BASE ALLOWABLE AREA PER STORY:7,000 S.F. - .0 - --. -- MAXIMUM NUMBER OF STORIES __ SAVE MAY NOT PROJECT TO WITHIN lF I 13' 0" �I I - �� \ I MAXIMUM BUILDING HEIGHT.40' LESS THAN 24"OF PROPERTY LINE I 13'- 0" I - • 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES,6O'HEIGHT - AN i'.. I -- 4 - - T - - 11 .__I 1 I IL 1 = 506.4.4 MAXIMUM BUILDING AREAS. II 1 - - NOT USING SPRINKLER OR FRONTAGE INCREASES I - - 7,000 5 F.x 2000=14,000 S.F. MAX. BUILD G AREA. I i _ - - _ RADON CONTROL M \,,,/// I I ilk I I I / / ".'.SED :. • GLI > '•EA= '• S.F. I I II 1/2"FIRE-RATED PLY.WD.AT TH15_ p I ® RADON CONTROL - VENT TO BE LOCATED ® DS SIDE 0 ROOF FIRE ALARMS WILL BE REQUIRED FOR SPRINKLER SYSTEM I N - BY CONTRACTOR 1 i 1 ! _WITHIN 4-U Ut- l-HK H} WALL VENT TO BE LOCATED ■I■ f ® - _ ■I■ �J U BY CONTRACTOR ` CHAPTER 6-TYPES OF CONSTRUCTION MANU.TRUSSES @ 24"D.G. MANU.TRU 5E5 @ "O.C. • _ - _ . - CO I TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: I I I _ 1 I I I I 6, illt- ND FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION I = I I 5 TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE I m -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. I I 1 II I I I I - - L t,1J - - SIMPSON C516 STRAP OVER SHEATHING 2x FLAT 88'-O" ,, CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES - - -- - - - - + - - - - - - -- OR VERTICAL BLOCKING EXTEND PAST WINDOW 61 1 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 I I je 7 I I ® - OPENINGS$NAILS PER HOLD-DOWN SCHEDULE WALL AREA PER FLOOR(MOST RESTRICTIVE): 90'x8'- 720 S.F. �` fPFP -PROVIDE CLASS C ROOF COVERING - - - / e ALLOWED WALL OPENING%@ 3-5= 15% REAR -1/2'FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS ALLOWED WALL OPENING AREA= 108 S.F. '',r8'_�-0� .~�/�' ! 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. DRAG TRUSS-1950# ROOF PLAN WINDOWS PER FLOOR 4 5 4)+2`(4''3.5'))- 108 S.F. +', _. 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. v8'=r-0° ( '( p - :`nom 712.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR ' 4. ' 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. -_- TABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. �� 717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED _ _ - r-- --•.41,...... - / / / / CHAPTER 9-FIRE PROTECTION SYSTEMS i (CJ COPYRIGHT 2015 - -- - - _ �_ SUMMIT ENGINEERING LLC 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED -- w- - i - .--6111W - -- - --- -- - - - - --- -- - - THESE DRAWINGS ARE THE PROPERTY 903.3.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. OF SUMMIT ENGINEERING LLC AND ARE � =_ i� ��-� NOT TO BE USED OR REPRODUCED IN GRAFTER 1O- MEANS OF EGRESS - - _ --- -- - P '"' =� - ANY MANNER,WITHOUT PRIOR � , WRITTEN AUTHORIZATION. TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT - - - - ' lik.- TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE -_ ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 10093.1 "' "r-•-w-••-�"r" 11 I I 1111 ILII Ilrll an II 1111 REVISION SCHEDULE: SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. 11 11 II. 11II t°A1111 iin an 1111 1111' I 1 1110 1111 1 1111 REVISION DELTA ISSUE DATE 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. 111 II II 111 MI Int Ill 1111 1 111 'III OM la 1' ono II I 1 1111 11111 11 11 CHAPTER 11 -ACCESSIBILITY 1111 I 1 IX 11111 1111 1 MN ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. 1111 III 11I III III 1111 11111 111111 111 110 ,, „ ‘ _, , 11 110111111111�1111'11111111111'I11111I1111111I11111111111 111 11111111 III 1 11 1 I 110111111111111111111111111111111111111111111101111111111 0 '1 THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS 11111111111111]111111111111111�I1i11�111�II1111111111r1■11 111If 11 1111 1111 I� 1 ,, iii . � 11111111m1111111111111111111111■111111111111111111111111111 1111111 1111 1111 I II1111111111111111110111'1111■111111'1111111I IIIm111111111 NOTE:ASSUMED SOIL BEARING PRESSURE 151,500 LB. 1 III11111111I1urn111111•11I11r111111•I11I1•11111111I11111111111 1111 _ "■ If II 1 li II '1 IT I 1 T I I II IT II IT I # II 1111 I PRINT DATE: 8/18/2016 8:13:46 AM / / 1 1 11 Il I I I1 1 11 Il I I / '111.1.....1.. 11rr_._..r..._,_._._..r...�.. mom ii Ji In l II 1111 '111 _� u m IIID 111 , 11111 / 1 I 1 Ilf 111 11111 1111■111 1111 III Im! SHEET TITLE: 111 NI it 111 11111 11111 III'1 1111 ELEVATIONS AND i1, 1111 '111 11111 1110 1I I IIIII ROOF PLAN III b ' 11 IIIII ILII 1111 1Ip II I IIIIT 1111 lIII III 11111 III ill III in 1111 11111 1111 ■�r��I .1.....1...1 111 111 =■■■ ■■■■ ■ ■■ 111 11111.,...•r,..AIL....rl.r..._I_...�I_..._,J1 I ,.....,.. ■.1111y11111111�ia111'11�11�1�111mTenn I11111111111111111'1111o1 1111 11111 1111 1111111.11111111111111 1111111ri11111111111111111111i1111lii11111111 IIum11111111m111m111111I111m111111111111u111111 It 111 11111 1111 1I1�1111111111 01111111111m111mI11111I1111111111111111111.1111111 11111I111111111111111Q■1111111111111111111111111,1111u11111I11111 ■t i[t 1 .. .■; ill LIIII1111111111111111111111111'11m1111m1I11011111111I1111 11'111 L i . _ . 1 . 1 / -, 1 w�-ereciw -awa „�w�irew ra w---w�a--..iz "rw�-"�w= .nw �u1r �w "�i� � 1�. �� : -r 7 =6...--...4201-0.-=-074.-. -i■. r■, .,. - art DRAWN BY: BSY ,ti.1111a�.. _�k■p. .w:11#rr+,. .��.rlp. ._ .��. .�l,r ,wlfAll- .w_��+; ,ti.11! . ._ y�7s. ,,ra��` .1w.11♦1 ,w.11♦1 . . ,.r; .w_-I�. w.� . ,w��. .w��•, �. . . .w ,rr, _. � .rllrt.inr{a�:�1�� I�tw .=wrw.l#1.lrl: T �;�;rr1. ��,+ ,w_�1,11r. w.�,r1I _sm -. •®nrt` Ilam r emAk a emb.sa ®�� io�:t,®.m1•` -- ---shits.•o' � ��' ann -,_moiri •�,rr��' n- "-watep gu:�,�� a� --- ip:�,®iii,maaylr�` : ---�' + ialoim llnrrrma �: . --- arslig r -- 9a9.3•� I-• -i i i. Vii, i .� i .i , +� - ■ . t• �� - R. t • ,moi._, t 1 n -■rte. :.:r-iw! .ar.rrs.�...�.rrr�? :+! ..��` 4. r :.. .;r ',..+`la, ..��! ,r ..at. --:rrrr -.rr....:�tr�. i ia. .= '�t..w�.�alr�t �,r�l..,;. r - -, r :F�;�:..��l�r..r�:�t .r.rrl ■� �. r .. ! w APPROVED BY: :' ' in -II '• �:� �f � �I I �� :7!� .� I I I I HI- ■.�■ ■■ ■. {t y . ■ ■ IMP ■ L- HL *. • • -'H(� - � ■ ■ fir, ti. -!- HH -IH HI- 1r' / ., HH .. HH I� ... .. f� �I 1 HI- =1= MN MN :- mu HL- f�7 .: 7i-I 77 � fi TE fl l 7 III- I_ ��, !. SHEET: .! ! '■ �� Iii a. 0 �k - > w �_ - - .. ■� ■ ■. kl; l• It k a i E- ' . „, ,.... 15 Mil I 114 �� jI. ' II I{ti li w -! ='� '� • l' '` �'` FRONT �Li. s (: =■rlia �: is ///// ` Inc Iht i _ .�� ]/4 =1-0 JOB NO.: 9812 SCALE: As indicated .,ae(4:, NrI OEF..:,;84;6,> 88'-0" `/ ,54 / / / 10 1 1 " 14' " 1 0" loo PROPERTY LINE / 5' 0,. 5' 0" / 5' 0" 5' 0' 5' U 5' 0" / 5' 0" 9 0" 9 0" 5' 0" , 5' 0" 5' 0" / 5' 0" 5' 0" y 4' 9" 5' 3" / F O:l„ / / / / / / / / / / / 2 e> 2 e> '/`:14/E"HPle•\:t... A,2 lif Al2 6756/2 N 7 6-1 4'-0"x 2-0" SLIDER 4' 0"x 2' O" SLIDER 4'-0"x 2 0" SLIDER 4-0"x 2-0"SLIDER 4'-0"x 2 -0"SLIDER 4'-O"x 2-0"SLIDER 4'-0"x 2 -0' SLIDER 4-0"x 2'-0" SLIDER 0-4. �'n'r /' , , % , ®.d, .9/, ./Arge2/ /,',, . -'7'.'//////,2;27/,/ F7 , //,, //,;' , .049r,',"96Ai92A.9: A:;2A9:A.9=.0.97.'• :''/./ ..terA d BTEK. Y9oBrAt9��i9 \v o L P'I 0% o% // %0 /I ..- GARAGE GARAGE GARAGE GARAGE ►/ 0 • i►// GARAGE GARAGE GARAGE GARAGE / I I / Client 9 9 Evergreen Builders, LLC 05 D5 © o c/o Joe Westerman 7420 SW Hunziker Road, Suite D AT ALL GARAGE r AT ALL GARAGE Tigard, Oregon 97223 SEPERATION WALLS SEPERATION WALLS - 1i . III, • •■ I Al2 II g---w---- L 2-8' — x Project 9 8'-O"x 7-0"GARAGE DOOR — — 8'-0'x 7-0'GARAGE DOOR — — 8'-0"x7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR — 8'-0"x 7-0'GARAGE DOOR 8'-0"x 7-0'GARAGE DOOR 8'-0"x 7-0'GARAGE DOOR Grecenbur Road Apartments .:. - / 9550 SW Greenburg Road "HIGH HANDRAIL Tigard, OR 97202 �` L Ll 7 I SEE STAIR DETAILS FIRSTFLOORPNFORHANDRAILEXTENSONS J I I I I I L ' ` J 74"_'-J, ♦ i� I 3 I I I �� i/- / / 5 II I I • (3) Designer J I I I I L t. J L J 11125N.E.BuildersDesign,Weidler St. — Portland, OR 97220 _I NOTE: Office: (503) 252-3453 HORNS if STROBES REQUIRED AT STAIRWELL AREAS s• 5-2' 4'-10" / 5'-0" 5'-0" 5'-0' 5'-0" / 4'-10" / 5'-2" / 5' 2" / 4'-10" / 5'-0" / 5' 0" / 5-0" / 5'-0" / 4'-1O" / 5'-2" / iri if ]O' 0" / 10-O" 10'-0" / 10'-0" / 8'-0" 10'-0" / 10'-0" / 10'-0" / 10 -0" / SEE SHEET WT FOR WALL COL TRUCTION DETAILS ii A W1 -FIRE PARTITION -SOUND RATED / / NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION ,-i. ©.c. rgerat.ta W2-FIRE BARRIER-NON SOUND RATED N 0 I11 ® : THESE ARE HOLD DOWN LOCATIONS NOTE: NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON - W3-EXTERIOR WALL- NON-RATED o / : .0 1 TO ALIGN W/BUILT-UP JOISTS SUPPORTING5 7 2nd FLOOR SHEARWALLS SUBSEQUENT UPLIFTS ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING m -REFERENCE DETAIL PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATUREAND FOUNDATION REQUIRED DETAILS 1 W4-INTERIOR WALL-NON-RATED TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL f Lam. �' W5-GARAGE WALL-1-HR RATED y • 88 -0" tr , / y r ' / 10'-0" / 10'-0' / 10'-0" / 14-0" / 14'-0" / 10'-0" / 10 O° / 10'-0" / PROPERTY LINE ~• 24"x24"x12"CONG. FIG'S 24"x24"x12"GONG. FTG'S f • 414 � - ---- !E5THI.PSE.TENATLIRE - �IQIEiEEE�EAR1ll9L1_4GDlll� __ _ _ '- f18"x18"x12"GONG. FTC- WALL i FOR ANCHOR BOLT SIZING ASID SPADING �� ` -� 0 4/D5.1 FOR - 4/D5-1 18"x18'k12"GONG. FTG. / / (C) COPYRIGHT 2015 z r • .�� z .�r z .�. r ' . . r ' . 1— z Y 1 z NN SUMMIT ENGINEERING LLC a p ` a , d, - 4 a 4 . .,t a , + THESE DRAWINGS ARE THE PROPERTY Y iI �. . 4 - a - - - 'a • • ,. •' - - 4- ... - - - .- d ". °• e, .l a _ ' - i '-a•. OF SUMMIT ENGINEERING LLC AND ? r —III - r ` " r ARE NOT TO BE USED OR REPRODUCED IN • A, _, I '4 J I /' ��. 4, ANY MANNER,WITHOUT PRIOR 4 WRITTEN AUTHORIZATION. '8. I 4 GONG. SLAB ON 3/4-COMP. FILL i ® - © —a W/FIBERMESH(TYP.) 1 : I - 0 = 0 4' 4 / -- 8"GONG.WALLS W/18"x10"CONG.FOOTINGS "" - I _` y , - W/#4 REBAR AT TOP OF STEMWALLS - I • I `a a REVISION SCHEDULE: _ ga W/(2)#4 REBAR IN FOOTINGS SSTB20 ANCHOR BOLT _ J L _ _ SSTB20 ANCHOR BOLT •`' REVISION DELTA ISSUE DATE I '' AND#4 VERT. DOWELS @ 48"0.G. e - `—,. — —�, — , • - -TYPICAL 0 I 0 0 _ a" 0 CO - e 0 . . 0 4: El 1 Q I 251 I I _ 2/05.1 o a ® ® I 18"x18x12"GONG FIG. I © 0 PRINT DATE: 8/18/2016 8:13:47 AM "` f1 rJ 55TB1G ANCHOR BOLTS SSTB16 ANCHOR BOLTS 1f / l 45. ' , \ _ SHEET TITLE: - `. 1ST FLOOR AND �� I ; I I ._ I I ., I I I e - I - I I I II I II FOUNDATION PLAN 1A,2 I +Q I I I : I I •• I • 1 I : I .- .-I I • - I -.`x' " I I - I 24"x24"x12"LONG. FTG II . I : I TI I -., 24"x24"x12"CONC. FTG I I I �" I .. - I I .` I I =' I I ': I I I �I I - I I .w_ I I ' I I °' I I . " I I L_ J , i_ J L_ J L— J : I _ J L_ J • L_ J L_ J - . I = = •4 ," I 18°x18'x12'CONC. FTG. 18"x18"x12"GONG.FTG. I . r o !irk , / •'' Y 4- 1)2ill r I DRAWN BY: BSY N \ 557516 ANCHOR BOLTS55TB16 ANCHOR BOLTSII ` 55TB16 ANCHOR BOLTS SSTB16• T ANCHOR BOLTS L , J .J ✓ J ) L .. L L _._I L APPROVED BY: O 0 55T620 ANCHOR 0BOLT 0 O © / SHEET: 55TB20 ANCHOR BOLT NOTE: FOOTING THICKNESS SHALL 24"x24"x12"GONG. FTG 24"x24"x12"GONG. FTG BE INCREASED FOR SSTS ME FOUNDATION PIAN A9 HOLD-DOWN ANCHORS,TYP. 10' 0" / 10'-0" / 10'-0" 10'-0"ir / 8 0" / 10'-Q" / 10'-0" / 10'-0" / '141©'"-V' `✓ MINIM NOTE:ANCHOR BOLT LOCATIONS SHOWN-SEE SHEAR WALL PLANS FOR HOLD DOWNS TO BE USED / / JOB NO.: 9812 SCALE: 114" = 1'-0" �p PROpFS ,�'ChO. ON 4 -(1,t' F 4 88'-0' / 654ce / / 14'-6" 8' 0" 21' 6" 21'-6" 8'-0" 14' 6" / 7-6" 7-0" 8'-0' 3'-9' 12-1" 5-6' 4 8" 11' 10' 5 0' 7 0" 7-6° OREGON ,h i E 11 12- PROPERTY LINE Nk_ '-14 fk.z.HMV' tY)06°7- 2 Al2 A'2 m 5-0"x 4'-0'SLIDER 5,0'x 4'- I►"SLIDER 4'-0'x 3'- SLIDER 4'-0"x 3'- 4' SLIDER 5-0"x 4'- u"SLIDER 5 -O"x 4'-0" SLIDER ,9,e',9,K,A10,9,B,,'. 'B. je'2Vd# trif ,B/AUF.9.% Q PR0%6,, 5�469P_ / or / 14'-6.. / 8' 0., / 21'-6" / 21'-6" / 8'-0" / 14'-6" ORE 11 r / 7-6" / 7-0" / 8'-0" / 3'-9" / 11'-0' / 6,-g, / 4'-8" / 12' 0'/ 4' 10" / / 7_0" / 7`-6" / `j6'Cl l�1PO''' Pr 6/ o/ PROPERTY LINE -\lt 2 Al2 Al2 5'-0"x 4'-0" SLIDER -0"x 4'-0"SLIDER ,24'.-0"x 3-:6" SLIDER 4'-0'x 3'-6" SLIDER 5'-0"x�'-0" SLIDER 5 0"x 4'-0"SLIDER \ \ „ , ;. - %' :rrri' i,% %% ;'i;' %i ,r%/; %///i ' 8 %/r//.'///:/,;', , /;;%�4 -� a ` - ////////////////;,1.5' ;"s= •_�,:; i�. a;'' ;,/; ' ',:i%' i.'; %✓'% %'% , . A I EGRE55 L———J a • `L'-- ' V ' r— ri L J EGRESS \ rQW F l 0 in OIQU oioI r G) r ) I za, DINING KITCHEN �p U O KITCHEN DINING (3) I 7 9 II 7 9-"9 1 / 7-6'xi2-0' 00 7-c' "2 -J -- 7 x� RIF. 0'P RIF. Client BEDROOM ri(0J BEDROOM c o'%13'-10' C14'-o'x13'- 0' ;,- Evergreen Builders, LLC "' / "' % c/o Joe Westerman t / / % 7420 SW Hunziker Road, Suite D ❑F / / ❑F Tigard, Oregon 97223 0 2'-4' ' -----� / / \ 2'_4 ti // _ _ /,:// 36"HIGH HANDRAIL \:., OCD fn / c�, el e) V 42"HIGH GUARDRAIL /, ii , \ Inl-4" LIVING ROOM _ 12' HANDRAIL EXTENSION43 ❑F % _.-__ _.._- i F11) 1--\.v in "6 --0',15 -5' _ c� __ WAD_ 0 0fT Project Al2 = LIVING 800`1 ., % Greenburg Road Apartments BEDROOM % ' ' W \ BEDROOM % 9550 SW Greenburg Road \ "0 -8', -0' j 1 7 ` `2 -0'\-0 -8' l ...4c- ,-- Tigard, OR 97202 r c o % in / ,/ \\:, ,,-, In 0-5-1/2"x9"GLULAM - — 10-5-1/2'x9"GLULAM — _ / Designer —I a\ \ =� - - =� B — — — — — — — ►' \ \ Builders Design, inc. _ — — — — — 6 0' 3'-0"x 3'-0"OCT. r I 6 . 0 11125 N.E.Weidler St. -'J\ \ 2' 0"x 4' 0" FIXED , \ 2 -0 x 4 -O FIXED .�s.i Portland, OR 97220 o , I I I I \ / �� Office: (503) 252-3453 o �� EGRESS �� ; EGRE55 ,�� 1 Asa \ a i, 0 6x6 HEADER Q-6x6 HEADER B 5' Crx 4' 0"SLIDERiii -Mk ill MI\ 5-0°x 4'-0' SLIDE' mum THIRD FLOOR PLAN 1 0-----.„ ✓1'-0 1'-0" 1'-O" 1/4'=1.-0, /> /2 0:/( 7-0' /2'-O"/(/ 7, 6'-0" / 6' D" f 7' 6-0' / 6'-O" A / /2'-0"/ 7-0' 2' 0"/ / / -0 / 13 -0" / 4'-0" �, 12'-0" / 5'-0" .416-a' / 5'-0" / 12'-0" / 4'-0' / 13'-0" �, 6-0" -..w. -. 88'-0" f - Z E 5 SEE SHEET WT FOR WALL CONSTRUCTION DETAILS cO -= " , C///////4 W1 -FIRE PARTITION-SOUND RATED _ /,%/ / /i) W2-FIRE BARRIER-NON SOUND RATED 4''' : ` NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON �' � - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.O. W3-EXTERIOR WALL-NON-RATED - TYPICAL CRIPPLE AND KING STUD, EACH SIDE OF ALL DOORS £ WINDOWS, FOR HEADER SUPPORT PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING AND FOUNDATION REQUIRED DETAILS 1 t W4-INTERIOR WALL-NON-RATEDz°•' :, - MIN. 6x6 POSTS UNDER ALL 5-112" 6-3/4" GLUCANS U.N.O., MIN. 4x4 POSTS UNDER ALL 3-112" GLULAMS, U.N.O. - ��_ �,. W5-GARAGE WALL-1-HR RATED /it/ _ 7 ' / / (C) COPYRIGHT 2015 WALL LEGEND SUMMIT ENGINEERING LLC 74.=1-0' THESE DRAWINGS ARE THE PROPERTY 1 I I I . :moi I I I ( I I I I II :: 'i .: • II : : • :moi I I . I I I I I I I :moi I I I I OF SUMMIT ENGINEERING LLC AND ` �. ____ INOT TO BE USED OR REPRODUCED IN A `I II I/I , ANY MANNER,WITHOUT PRIOR I I - --- I I WRITTEN AUTHORIZATION. I II 1 II II � / 7 I I I I - -^— II r--J 1 1 _ � I REVISION SCHEDULE: -1 I- _ II -1 I- _ REVISION DELTA ISSUE DATE -I- a I I -a L----- --- -_4 L - I I - --- --- - L `? 1 1 (2)2x10 JOISTS @ 16"O.G.(TYP) (2)2x10 JOISTS @ 16"O.G.(TYP) c? 2 / 1 �I � _ PRINT DATE: HATCHED WALL INDICATES BEARING WALL o I kr, HATCHED WALL INDICATES BEARING WALL _ 8/18/2016 8:13:49 AM -PROVIDE MINIMUM 4x12 HEADERS OVER DOORS -PROVIDE MINIMUM 4x12 HEADERS OVER DOORS o I I 4x6 POST4x6 POST o - �, I I I L LU210 HANGERS 4x6 POST J I �, / :7 I SHEET TITLE: L — — S-314"x9"GLUCAN — — _ 4x6 POST — — 1 6-3/4"x9"GLUCAN — — — _ J _ L ! n, 111 11r —_ ,�n—n�—��—m—ru—�n—m—m—u�—in: iii :��,., — -- +'!I . k)-, _ _ y_i- HIM. _ —iu—ui—uiiu-" 11 111 —l11" 11H u1—int. Ium1n_u 3RD FLOOR AND /rI I I , 1— I — Y V 11' l— I— — \ * r -E —I—I 1� 1j Ir 1;-11— A I I I �r f FRAMING PLAN / I 1 I I I I y�8 HA�IIGE R I ! I I HU6�HAN�ER I H I R ` I ' I I i ` 1 I I I I HU� HAERS 11 I I HU2�j ANE 5 1 I I l t 1 1 II I' I ! II I, II I , _..r I I I I i I 1 I 2x10 JOISTS @ 16"0-G. (TYP) 1 I I I I ! r I I + I I I L . -- - - / 1 I I I I I I I I I I / I DRAWN BY: BSY I I II I II I , ® I _ 20}5-1/39"GLIULAM _ — — — — APPROVED t—TI—I— _i_-I.--4-__i__ —i— �1 ►<■■EMIll:;,.:..• Immo mini II�I�►�Mel -. - _, -- _1-- ©�5 GUAM I zi "� _ 1/2bc9" _ � �� I�WI�� I�MII!i�IL �IHr L1®. I I I II I I I I I I I I ( MIN.4x12 BEAMS OVER DOORS AND WINDOWS �I' I 1 I I I I I 1 I 0� SHEET: I l I I I I I I I I I I I I o I I I I I I I I I I " I "1/.' 3rd FLOOR FLAMING PLAN \ I I 2x8 P.T.JOISTS @ 16"Q.G- i`�.,—_ _. II 1 1 1 1 1 1 1 I I I I I I I I I I I I ,....�...: . , 1,4 =r o Al t I I I I I I I I /LLi _ i_ i_J _L_I__J,L]] I I I I I I I i LL_L—I._.1-1—L—L_J Ta \ 0_6x8 OF#2 P.T. BEAM 30-6x8 DF 42 P.T. BEAM Q-6x8 DF#2 P.T. BEAM 0-6x8 OF#2 P.T. BEAM / .-__ j JOB NO.: 9812 SCALE: 1/4" = 1'-0" v PR°Fe�9 1' ? 654�9P. / / i OREGON q) Dcr 6756/20/ MANU. TRUSSES @ 24"O.C. SEE PLAN FOR WALL TYPES / / -----_ / Client Evergreen Builders, LLC SEE FLOOR CEILING/ASSEMBLY c/o Joe Westerman 7420 SW Hunziker Road, Suite D Tigard, Oregon 97223 245.07 1 ' _ L 1 - / / 24433 244.33' 243.33 243.33 243.33 / I 242-83 .LJ I r LJ U L] r 1 r 1 Project Greenburg Road Apartments NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS Section 3 9550 SW Greenburg Road i/8'=i-0" Tigard, OR 97202 - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL / _" Designer Builders Design, inc. 11125 N.E. Weidler St. Portland, OR 97220 Office: (503) 252-3453 :_:. / N • ! / - z i 1/7 FIRE RATED PLY.4'BOTH SIDES OF FIREWALL E = e. COMP. ROOFING ON - GA FILE NO.WP 3640 _` _ 554 FELT ON I 1/2"COX PLY.WD. in* NON BEARING 2x4'S-EXTEND TO UNDER SIDE OF ROOF SHEATHING 'COMP. ROOFING ON - :• ,,., - ,; 154 FELT ON .. _ ` • 17 MIN 112' GDX PLY. WD. • §. .� ,R CLIPS AT EACH TRUSS MANU.TRUSSES @ 24"0.G. VENT BLOCKING @ 6 0.G. INSUL. BAF_E MANU.TRUSSES @ 24"O.G. , -SEE MANU. LAYOUT . S.M. GUTTERS R-38 INSUL. S.M. GUTTERS -SEE MAW. LAYOUT R-38 1NSUL. y u ELECTRICAL BOX SHALL BE 111111111111° --r--I NI 00. I CEILINGS IN THIS AREA TO BE 5/8" r , , INSTALLED NEAR RADON TYPE X GYP. BD. (GOLD BOND FIRE ` + MITIGATION SYSTEM FOR SHIELD) PER GA FILE NO. FC 5517 _ -_----_ __-__ / FUTURE FAN INSTALLATION o / / 0 (C) 2015 621 tt co --�_, SUMMIT ENGINEERING LLC 23/32"EDGE-GOLD 23/32'EDGE-GOLD ---...."'-'1"/ � , THESE DRAWINGS ARE THE PROPERTY L_J OF SUMMIT ENGINEERING LLC AND ��'��' 1 I ARE MAINTAIN 118"MIN. SPACE BETWEEEN 2x10 JOISTS @ 16 D.G. �' '' I I NOT TO BE USED OR REPRODUCED IN THE SIDING AND THE WATER MEMBRANEr 111 1 [ 1 1 1 1 . 1 --16-3 .'- I I A/— WRITTEN AUTHORIZATION.fPRIOR 2x10 JOISTS @ 16"0. r'��. 1 HORIZONTAL SIDING ON / / HORIZONTAL SIDING ON 1/2" PLY.WD. OR 7/16"OSB ON i '�'��'� REVISION SCHEDULE: 1/2' PLY.WD. OR 7/16'OSB ON 2x6 STUDS @16''0.C. 2x6 STUDS @ 16"D.G. GA FILE NO. FC 5112 W/TYVEK HOMEWRAP GA FILE NO. FC 5112 I :' REVISION DELTA ISSUE DATE ',,' MAX 'I W/TYVEK HOMEWRAP o c. b ,) 11' MIN. RUN m m ..,43 --f 23/32°EDGE-GOLD -1I .' II R-30 INSUL. 23132"EDGE-GOLD II 2x10 JOISTS @ 16"O.G. 2x10 JOISTS @ 16"O.G.. I i Y— y r PRINT DATE: A N N � N A N VLl M II N r•'-�'' ►,� l: 8118/2016 8:13:50 AM 11\— _rail / I .�'�.' MAINTAIN (MIN) / / 5/8"TYPE X - 7-0"HEADROOM SHEET TITLE: GA FILE NO. FG 5112 GA FILE NO. FC 5112 • 4w� 36"HIGH HANDRAIL. 42"GUARDRAILS GYP. BD. (TYP) I SECTIONS AND 112 R.S. PLY WD. 2x8 P.T.JOISTS @ 16"O.C. ' SPACE PICKETS AT ALL STAIRS AND DETAILS 63 o 13 LANDINGS TO PREVENT PASSAGE OF 4'DIA. SPERE. 4"GONG.SLAB ON 314-COMP. FILL 4"GONG. SLAB ON MAX 4" W/6x6-10/101 -C OR #3 REBAR @ 24"O.C. E.W. 314-COMP. FILL METAL STRINGERS 12"MIN. GRADE GRADE * \ I I \ \1 .I 12"PLUS WIDTH / 'STAIR MANUFACTURER TO DRAWN BY: BSY �•1°•1 .I•. R-15 INSUL. .'1;1 VERIFY DIMENSIONS @ SITE OF TREAD 8'CONC.WALLS W/18"x10'CONC. FOOTINGS 3"ABS RADON TUBE, LOCATION BY CONTRACTOR C'•I' APPROVED BY: 8"CONG. WALLS W/18"x10"CONC. FOOTINGS Section 1 / _ _ 7 W/44 REBAR AT TOP OF STEMWALLS -SEE GENERAL NOTES 16x8 FOOTINGS la-i-0• W/(2)44 REBAR IN FOOTINGS TUBE WILL HAVE LABEL THAT READS'RADON REDUCTION SYSTEM" W/44 REBAR AT TOP OF STEMWALLS W/(2)44 REBAR SHEET: W/(2)#4 REBAR IN FOOTINGS AND#4 VERT.DOWELS @ 48"O.G. AT EACH FLOOR AND IN THE ATTIC AND 44 VERT.DOWELS @ 48"O.G. TEE FITTING AT BOTTOM OF VERT. PIPE Section 2 Al 2 v4'=1-0' / -- / JOB NO.: 9812 SCALE: As indicated ,,,:,,,,,,30.PRNT-86,z0 SHEARWALL SCHEDULE 654F2 / .._ FLOOR SILL PLATE DRAG f DETAILQ2 OCCURS AT ALL BUILT-UP 2x LOCATIONS cg, SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE \ OBEG0I41 R THICK- NAILING3 7 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' /I� i� - WALL NESS' PLATE BELOW WALL BELOW NAILING' ATTACHMENT4.5.s THIS WALL DOES NOT HAVE VERTICAL HOLD DOWNS TO FOUNDATION. C/E.OBE.: ` TYPE ATTACHMENT' HORIZONTAL WINDOW STRAPPING 15 REQUIRED-REFERENCE ELEVATIONS p 6/50 Da / ; 4126. A A A II\ A \\\1/4 A 15/32" 8d at 6" o.c. 16d at 6'oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF 17 17 NV 16"OC B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" o.c. Va = 430PLF 12"OC C 15/32" 8d at 3" o.c. 16d at 4"oc - 10d at 4" o.c. 1/2" DIA at 20" o.c. Va = 550PLF 16d at 3"oc D 15/32" 8d at 2" o.c. SIMP. A34 AT 6"OC USE 3x 1/2" DIA at 14" o.c. Va = 730PLF A ® ® A - ^ j- - A ® a A SDS 114x3 1/4 at - - 7 E 15/32" 10d at 3" o.c. 6"oc USE 3x 112" DIA at 12" o.c. Va = 870PLF I - " SIMP. A34 AT 6"OC j- -_-1 - - 2 -_- /- / 2 SIDES SDS 114x3 1/4 at - /-- - --.7 F 15/32" 8d at 3" o.c. 4"oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF v Client SIMP. A34 AT 4"OC - - `- - - -. _ - .._ -. -- , . - - --- - ►l� 7"; _ W_ Evergreen Builders, LLC 5d COOLER SIMP. A34 AT CONTINUOUS 5-1/2'x 9"GLUCAN FOR \ �� c/o Joe Westerman „ G 2 OR 16d at 6roc 24"0C - 112 DIA at 48" o.c. Va = 220PLF THESE 2 PORTAL FRAMES(DO NOT SPLICE) 6 e 6 67420 SW Oregon 7 Road, Suite D CONTINUOUS 5-72"x 9'GLUCAN FOR Tigard, 97223 LAYERS WALLBOARD -� O - - O 518„ AT 4" o.c. THESE 2 PORTAL FRAMES(DO NOT SPLICE) VA ADDITIONAL HD'S FROM ABOVE 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A", "B"AND "G". STAGGER NAILING. 3x PLATE MAY BE USED IN LEIU OF(2)2x PLATES WITH NAILING. 1st FLOOR SHEAR PLAN 2. APA-RATED OSB OR PLYWOOD- APPLY ONE SIDE OF WALL U.N.O. 7&,_ J. / .. - 3. ALL NAILS SHALL BE COMMON TYPE- FIELD NAILING AT 12"OC TYP. 4. MINLMUM 3 BOLTS PER 4'-0"LENGTH OF WALL- Proiect Greenburg Road Apartments 5. ATTACHMENT AT NEW CONCRE IE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBED. 9550 SW Greenburg Road Tigard, OR 97202 6. PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP. 7. PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. / -- 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE "TOE-NAILING". / / Designer 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT. Builders Design, inc. 11125 N.E. Weidler St. Portland, OR 97220 HOLD-DOWN SCHEDULE Office: (503) 252-3453 A A A ‘r Ni7 0 0 0 REQUIRED \ I__2-4 1,--4-4 �4 PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST' BOLT5.6 REMARKS OPENING"3 BOLTS TO POST - - 3 . 3 3 ij • 3 L -_ 1 CS 16 STRAP 13" 22 - 8d 2x - Ta = 1705# 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# • I \ A cm , -- 3 CMSTCI6 STRAP 20" 50 - 16d SINKER (2) 2x - Ta = 4585# A 4 CMST14 30" 66 - 10d 4x Ta = 6490# \ _ \ - . --- � / z --, F 5 CMST12 39" 86 - 1 Od 4x - Ta = 9215# �V /� 3 ® i^ ® 1 \ L\_] _1 ,. .."! /:' 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2" (2) 2x SSTB16 Ta = 3075# 1 COV- ' 7 HDU4-SDS2.5 - 10 - SOS 1/4x2 1/2" 4x SSTB20 Ta = 4040# J 8 HDU5-SDS2.5 - 14 - SDS 1/4x2 1/2" 4x SSTB24 Ta = 5025# \ / , .I } 9 HDU8-SDS2.5 - 20 - SDS 1/4x2 112" 4x SSTB28 Ta = 6605# b "-' ® A r ® A �, 10 HDU11-SDS2.5 - 30 - SDS 114x2 1/2" 6x6 SB1x30$ Ta = 9535# \ 41ao miw / NV \. / Nqr ;. ... 11 HDU14-SDS2.5 - 36 - SDS 1/4x2 1/2" 6x6 SB1x30$ 1. Ta = 9905# I - -- 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 om} .Jf 1..HOLD-DOWNS ARE"SIMPSON"BRAND U.N_O, ---=� L_-.. - - / 2.LENGTH APPLIES TO ALL.STRAPS;MINLMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL 2nd FLOOR S H EAR PLAN / - - / HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. /3 _ _0 (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 3.FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x THESE DRAWINGS ARE THE PROPERTY FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS 10dAT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTC16AND HDU2 HOLD- ANY MANNER,WITHOUT PRIOR DOWNS. WRITTEN AUTHORIZATION. 7 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF / / FOOTING. REVISION SCHEDULE: 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND REVISION DELTA ISSUE DATE GREATER). 7_ IN THE"REMARKS" COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. DRAG TRUSS-1,650# DRAG TRUSS-1,650# SHEARWALL NEEDS TO EXTEND AS SHOWN FOR 8- 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x30. LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN DRAG TRUSS-65011 DRAG TRUSS-1950# DRAG TRUSS-1950# DRAG TRUSS-6501# DRAG TRUSS-1500# DRAG TRUSS-150G# SIMPSON CMST15"U" STRAPPING a AtiL WALL SHEATHING _ �, © A :Do\ - _ moi= -E _ I 0 ' 0 e PRINT DATE: FASTEN JOISTS TOGETHER ?g -�_ I HOLD-DOWN STRAP PER PLAN VIL - - 8/18/2015 8:13:51 AM WITH (2)ROWS SIMPSON SDS c\ \ l _ _ s_� = I / / 0 1/4"x6"SCREWS @ 12"O.G. _ fryWIC -: :M; I /-� __�_ �_ / Fes- � _ '` , E _ - _ w. I ��r A SHEET TITLE: BUILT UP JOISTS SIMPSON 0514 \ I114.1 fI 1 ~` �!� PER PLANMIII lir1 • I SHEAR WALL PLANS LI STRAPPING WRAP 8" I iii la 11.11 ON FAR SIDE OF BEAM lI A / ' \. A I I I I I 2ND FLOOR SHEARWALL SIDE VIEW ----� /f �6' 1 I !g 1 ""� � III t., V/ I i �I 'I O/ Nir I SIM STRAP IS WRAPPED AROUND I •I Mid I - /_.-- ---- / BUILT-UP BEAM, EXTEND ON HDU HOLDOWN PER PLAN I I I I FAR SIDE OF BEAM 8" (4)2x6 STUDS \ \ / / DRAWN BY: BSY W/(2)ROWS 10d @ 16'O.G. _ _ - .,,,.,.,,r.,. A2k _ I _ _ APPROVED BY: o\ SIMPSON HDU PER PLAN IA Aik A (4)2x6 STUDS-LAM TOGETHER ` i_' ,, f_ . I SHEET: W/(2)ROWS 10d NAILS @ 16"D.C. 4,_ 4/05.1 - 2ND FLOOR OFFSET SHEARWALL s 1 3 2/DS.1 72 - ° 1/2'=1-C. 3rd FLOOR SHEAR PLAN - - . / 18 =1-0' JOB NO.: 9812 SCALE: As indicated r ------ BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS J " SCOPE OF WORK TYPE V-B OREGON THIS PROJECT CONSISTS OF 63 MULTI-FAMILY RENTAL HOUSING UNITS.33 UNITS ARE 1-BEDROOM AND 30 UNITS ARE 2 BEDROOM. PRIMARY STRUCTURAL FRAME 0 , iR' ALL GROUND FLOOR UNITS ARE ADA ACCESSIBLE.94 ON SITE PARKING SPACES ARE PROVIDED,2 ARE ADA SPACES. BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP. LINE) �ci4{ 1.4pN :k' - SITE INFO: NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) � �1 � GENERAL INFORMATION FIRE RESISTANCE RATING REQUIREMENTS FOR NON BEARING INTERIOR WALLS 0 NOTE: Dr I • Property ID W273156 EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANGE FLOOR CONSTRUCTION 0 -PROVIDE CLASS G COMPOSTITION ROOFING • County WASHINGTON X<5 1 AND SECONDARY MEMBERS -ROOF SHEATHING SHALL 5E15/32'APA RATED • State ID 151260000900 5<X<10 1 ROOF CONSTRUCTION 0 NOTE: SHEATHING WITH$d NAILS @ 6"O.C.AT ALL PANEL D TRUSSES SHOWN ALIGN WITH SHFARWALLS BELOW • Alt Account# R23$2$2 10>X>30 0 TABLE 1021.2(1) EDGES AND 12"0.0. IN FIELD(7P) SITE INFO X>30 0 • STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES • Site Address 9550 SW GREENBURG RD STORY MAXIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE e -DENOTES DOWNSPOUT LOCATION • City/State/Zip TIGARD BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET ASSOCIATED CASE NUMBERS: TABLE 705.2 EAVE OVERHANG NOT ALLOWED 1/2"FIRE-RATED PLY.WD.AT THIS SIDE OF ROOF 1/2"FIRE-RATED PLY.WO.AT THIS SIDE OF ROOF 517E DEVELOPMENT REVIEW(SDR):SDR2014-00002 MINIMUM DISTANCE OF PROJECTION TO EXTEND TO WITHIN 24"OF PROPERTY LINE Abi -WITHIN 4-0'EXTERIOR WALL ® -WITHIN 4-0"EXTERIOR WALL DRAG TRUSS-1950# ADJUSTMENT(VAR):VAR2014-00010 FIRE SEPERATION DISTANGE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD DRAG TRUSS-1,650# SD SD DRAG TRUSS-1,650# VP DRAG TRUSS-1,650# ADJUSTMENT(VAR):VAR2014-00011 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED LINE WALLS BELOW LINE WALLS BELOW PROPERTY LINE DRAG TRUSS-650# DRAG TRUSS-1950# DRAG TRUSS-19504 DRAG TRUSS-650# DRAG TRUSS-1950# /1 DRAG TRUSS-650# PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF} U � 4 5-1 9X00 - mt e eFTOREATER - - - / FLAT CEILINGS R-38 , � - T S '- - � J T r liii,' - - � - � rT�i 13' 0" - - I 13' O" I Evergreen Builders, LLC VAULTED CEILINGS R-38 � " 0" � UNDERFLOORS R-3O -i 1 . Jl IL J L L IL I- N T T c/o Joe Westerman SLAB EDGE PERIMETER R-15 r ITigard, Oregon7420 SW lker ad, Suite D 97223 HEATED SLAB INTERIOR R-10 Q I I `01 1 I II WINDOWS U-0.32 SD 1._ - - - - 1 I II RIDGE �1 1/2"FIRE-RATED PLY.WD.AT THIS SIDEP I IfJ 0 SKYLIGHTS U-0.60 - O ROOF 1/2"FIRE-RATED PLY.WD.AT THIS 5 E OF R OF EXTERIOR DOORS U-0.20 - _ I I I I II I I I I I I I I EXTERIOR DOORS W/>2"5 FT2 GLAZING U-0-40 - - - ��_ WIIHIN 4-U UI` I-HK lKt WA -WI HW 4-U Ur I HK I`IKb WALL LLI I - - FORCED AIR DUCT INSULATION R-8 �T=.. -- __ ___- _____- " :_ -__- 1 I I I MANU.TRUSSES @ 24"O.G. 1 MANU.TRUSSES @ 24"O.G. 1 ADDITIONAL MEASURE CHOSEN - I I I w I SD I I I I 1 I I I I / / 4-Ductless heat pump: I I I I I I I I I Windows to be U-0.32 l I I f I I I I I I 1 I Project Pali Greenburg Road Apartments GENERAL CODE SUMMARY NOTES n lAr IL iIL - - - 9550 SW Greenburg Road 1. OCCUPANCY OF ALL SPACES 15 R-2 i • I - - - - - - - - I I A + I I - - - - - - - - -I - + - I I - - ` ^ - Tigard, OR 97202 BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE61 • ` CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY IIY `\, - - - j ® tw. - J ® _ L t® ` ^ - - / ® �� ` - - - / 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. � �- / -'mini DRAG TRUSS-1,950# - - 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. . ' Hlf■11 " m J Ip'II fi 1 • ROOF PLAN Designer CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: I f l I 1/8'=1'-0, Builders Design, inc. 503.1.2- BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10. 11125 N.E. Weidler St. TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB Portland, OR 97220 BASE ALLOWABLE AREA PER STORY:7,000 5.F. Office: (503) 252-3453 MAXIMUM NUMBER OF STORIES:2 • MAXIMUM BUILDING HEIGHT:40' I 1 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES, 60 HEIGHT 21'-0' / 13'-0' / 37 0' / 13 -0' J, 21'-0" / 13'-0" / 20 0 /1, 506.4.4 MAXIMUM BUILDING AREAS: NOT USING SPRINKLER OR FRONTAGE INCREASES R GHT 7,000 S.F.x 2000=14,000 S.F. MAX. BUILDING AREA. 0. _ - PROPOSED BUILDING LIVING AREA=8,239 S.F. - p _ ...._ _ "r-- -- A- - .. .--.-._. --- -:."_�---=- .dMr11111111►.- -'�-�- -__.�. _ -._--' --_: ,.-__ -- --_ "".'_- -___-. .::- .... :::- _.�rIN11111r�\ __.__-._- .._._- -- _,...- d1llrlllllrr\_ FIRE ALARM ARE REQUIRED FOR FIRE SPRINKLER SYSTEM �� 5 Q .arurn1lrmullnl�l.. - _.. __ mon it mr,llri4 _ ._ Ir�W rrur`. T ___ -=...-,--__._-______ . _ - .,rn111ritm in I IIII•IlI mi... ._ --... __ __..a.� _ -.�. 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I - - ---'' ... `-----_ _ _ , CHAPTER 6-TYPES OF CONSTRUCTION - _ ,- co TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: T - .-_ _ - - - _ 1 CD NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VS CONSTRUCTIONII 1..TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE = - "m - """ Ii _ - -}" i'. • -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. .. 5 f'.-.. - !- i co r CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES _ - �, I 4 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 p -PROVIDE CLASS C ROOF COVERING --- - A - o ��•' -._ II 1 1111111 - -112"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4`OF EXTERIOR WALLS "' n : , + +,'" I, 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR M'I ''IT1 m - , �� 4 II 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING- !� \ ,, 7123-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR 111 _ 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED- VI- ■1. ; ■■ ■1■ - 1 ■■i . - ■1. - ■• T 7 ■EI ■■ _ _ ■• l r:. 4 rTABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. , A' 1,717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED I --e • / / CHANTER 9-FIRE PROTECTION SYSTEMS / / 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED jc1 COPYRIGHT 2015 SIMPSON 0516 STRAP OVER SHEATHING SUMMIT ENGINEERING LLC 903-3-1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. --. $2x FLAT OR VERTICAL BLOCKING-EXTEND THESE DRAWINGS ARE THE PROPERTY OF SUMMIT EN CHAPTER 10-MEANS OF EGRESS i .-- _ PAST WINDOW OPENINGS$NAIL ENGINEERING LLC AND TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT PER HOLD-DOWN SCHEDULE NOT TO MBUSED OANNER,WIR REPRODUCED IN ANY MITHOUT PRIOR DEFT WRITTEN AUTHORIZATION. TABLE1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE1/6 1. 0. 136'-0" REAR ENCLOSED EXIT ACCESS STAIR IS PROVIDED PER SECTION 1009.3.1 / / v8'=1-0' / - SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE_ / _i 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. REVISION SCHEDULE: _ REVISION DELTA ISSUE DATE CHAPTER 11 -ACCESSIBILITY __ ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. _THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS NOTE:ASSUMED SOIL BEARING PRESSURE IS 1500 LB. - --= �TT- _ -_ - -r - - ' ` IN PRINT DATE: '�I' illl 717:___I---------- M 111 1i 111 . 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JOB NO.: 9812 FRONT SCALE: As indicated r��AROF�SsA r.c: / 4/654qe_ I r ',. OREGON / [te 136' O., / l 5612 0/ /10' 0" 10-0" 10-0" 14 0'. / 14'-0" 10'-0' 10'-0' 28' 0" / 10'-0" / 10'-0" / 10'-0" / / / F' 0" / 5' 0" 5' O" y 5' 0" 5'-0" y 5'-0" 5' 0°' y 9'-0" / 9'-0" / 5'-0" 5' 5'0" / -a" 5'-O' /` - - 1 3 _0„ 5, 0„ 5.0, 5.-0„ 5, 0„ 4, 0„/ / / / / / / / 5, / PROPERTY LINE \ _- - . - i1117 � - 0 4/D5.1 n, \ `' ,d'-O"x -O" I IDF ' 0"x 17" -�"ti -n" f f7"x " 1) T �}'-(Y'x 2-O" F -0"x 2 -0" SLIDER 4'-0"x 2 -0" SLIDER 4'-0"x 2'-0" SLIDER 4'-O'x 2 - SLIDER 4, 0.. �� ,�;, ,. .r-P, .,,� : . ,., , ,, ,. , , J,�. � :. ., ---��91�,T 1 f; ,,,v, ,, , , , ,-, , �—:;%� ,. ,, ;� c,,.-.-, :, ., , , . y / / / / -. / / f� Client Evergreen Builders, LLC 19 N f c/o Joe Westerman �� GARAGE GARAGE GARAGE GARAGE i�� T�� GARAGE GARAGE GARAGE GARAGE ��u�� a GARAGE GARAGE GARAGE GARAGE 7420 SW Hunzlker Road, Suite D Tigard, Oregon 97223 I I a I 21D5.1 21D5.1 2/05.1�f rrii . N .. , 0-- Iw _Angiiiiiiiii -i1 I' MOM -FRE- ;t / SPR Nz- 0 MMI= KLE / l 1 SPRINKLER1 Project iv / r. Greenburg Road Apartments 8'-0"x 7-0"GARAGE DOOR 8-0"x 7-0'GARAGE DOOR 8'-0' x 7-0 GARAGE DOOR ''-O"x 7-0"GARAGE DOOR / 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0'GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR _ 8'-0'x 7-0"GARAGE 000'' / 5-0 x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 8' 0"x 7-0"GARAGE DOOR 8' 0"x 7-0 GARAGE DOO 9550 SW GreenburgRoad i� _ _ = _ - - -- - - -- -- - - Tigard, OR 97202 T L-�__1 -_V- 3. HIGH HANDRAIL L____I IL L , -- -J _,.......\ /� 1 3/D5.1 1 •.R HANDRAIL EXTENE IONS 1 1 1\ 31DS.1/� (__ ___ __. . Designer L J L J VOTE: NOTE: Builders Design, inc. 11125 N.E. Weidler St. -IORNS£STROBES REQUIRED AT STAIRWELL AREAS HORNS E STROBES REQUIRED AT S1AIRWELL AREAS Portland, OR 97220 Office: (503) 252-3453 5' 2" 4'-10" / 5'-0' , 5'-0" 5' 0" / 5' 0" 4'-10' / 5'-2" / / 5'-2'. / 4-10" 5'-0' / 5'-0" 5' 0" / 5-0" / 4'-10" / / 5'-2" / 4'-10" / 5'-0" / 5'-0" / 5'-0" / 5'-0" / 4'-10" / 5'-2' / /re 10' 0" / 10' 0" 10' O" 10'-0" 8'-0" / 10'-O° 10'-0" 10' 0" 18' 0" / 10' 0" / 10 -0" / 10'-0" / 10'-0" / /le FIRST FLOOR PLAN 3./r) -,i-o' --- / / SEE SHEET WT FOR WALL CONSTRUCTION DETAILS co N-:F r1 -FIRE PARTITION-SOUND RATED Z �� W E NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON =WPM W2-FIRE BARRIER-NON SOUND RATED m - )11 • PAGES DS.1 - D5.2. REFER TO THESE PAGES FOR ALL FRAMING W3-EXTERIOR WALL-NON-RATED /4.AND FOUNDATION REQUIRED DETAILS .� , ' ® : THESE ARE HOLD DOWN LOCATIONS NOTE: NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS ,s TO ALIGN W/BUILT-UP JOISTS SUPPORTING I 1 W4-INTERIOR WALL-NON-RATED �� 2nd FLOOR SHEARWALLS E.SUBSEQUENT UPLIFTS ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS - MAINTAIN CONSISTENT TOP OF STEM MALL ELEVATION `�. -REFERENCE DETAIL 0 PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL W5-GARAGE WALL-1-HR RATED , iiirf E:- 'i` ', i �______ ti / LG-0" / / / 10'-0" / 10' a" lle 10' 0" / 14'-O" / 14'-O" / 10 0" / 10'-0" / 10' a" / 18' / 10 -0" / 10-0" / 10-0" / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY PROPERTY LINEOF SUMMIT ENGINEERING LLD AND 24"x24"x12"CONG.FTG'S 24"x24"x12"CONG.FTG'5 ARE 24'X24"x12"GONG. FTG'S NOT TO BE USED OR REPRODUCED IN � E W7L E-__ _ -4GE:-SE: l IE RW E-__ ANY MANNER,WITHOUT PRIOR –— 47DS`1' 71 �1 - �#JB�.�/r - WRITTEN AUTHORIZATION. 0 18"x18"x12"GONG.FTG. -THIS ENTIRE WALL FOR ANCHOR BOLT SIZING AND SPA 18"x18"x12"GONG. FTG. FOR ANCHOR BOLT 5 ZING AND SPACI 18"x18"x12' GONG. FTG. 7 / / / r -` - - - - - - - - - - - - T . �- `-� - - - - - - �- T - - - . -. - - - - � � - - - - � ----e- 1 - - - - - - -r - - - - - - - - - - - - -I- i REVISION SCHEDULE: \\ _. 1 °.v •.l- � .. _ �- � - - n a � _ -. •6 .- - �. - - � � __ � _ e d - i � - � . .. � - � - � - J- • • � .- 51 .. .. _ � l . ' }. ° . d - - � di.. - ^ - . - - _ '. y . - _ \ \ Ir iri 7T — — y � y 4 _,— . ^e I ., I � 1 4"GONG. SLAB ON 3/4-COMP. FILL I I I I I 1 0 ® �. W/FIBERMESH(TYP.) © -IIIIK 6 a 8"GONG. WALLS W/18"x10"LONG. FOOTINGS I ` I I ' I I I I I . I ,, I 0 1 . 1 1 7 I • I ; I ® O I - 1 W/#4 REBAR AT TOP OF STEMWALL5 I 4- I I L I 4. 1 O � 4_. L— 0 I : I '-'_i I ' 0 — — — __- O I I I I . `? , W/(2)44 REBAR IN FOOTINGS a _ > •• I 1 I 6 • 6 ' ' i 1 6 1 .: 1 6 1 -_ --- — --- 6 I I I I PRINT DATE: AND#4 VERT. DOWELS 48"O.c. © O O O O O y O O O 8/18/2016 8:05:20 AM -TYPICAL I n Ieil I o n 11 : I 1 : 1 11 o I =° I 2/D5.1 I I + I ' 18x18"x12" _ 1 ; . 2/D5.1 I I I 18"x18'x12° I ,. 2/05.1 I ° 1 I �_ / 7 i11 - , 0 ® I GONG. FTG. 1 ® ® I GONG. FTG. I 1 ® I 6 SHEET TITLE: e _ 1 ` ) _,/- 1 .. - F l R y 1 1 41 1 _ 13-e 1 - II °•a\ - \\ 1® ` FST FOUNDATION PLAN 1 ^ 55TB20 ANCHOR BOLTS I 557620 ANCHOR BOLTS4 ` 5STB20 ANCHOR BOLTS 1 155TB20 ANCHOR BOLTS V I . 1 °: I a1 -. I I -, I I41I I . I "° I I : Irl I , )1 '., I 24'x24"x12"GONG. FTG _ I I II. I T_ I _ I : I 24"x24'x12"GONG. FTG I - I I 1 I I 1 24'x24"x12"GONG. FTG ' I I • f' I�' I y L _— J L _ ..w.,. _ __ 1 L — _ L — — l -, ! —1 I— 1 , L— ...,..° ._... —_ _1 ` L _ _ — — a - - 1 L_ — _J :- 1_ e L J - 111 l I, I F 1 18"x18"x12"GONG. 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O / 10'-0" / 10'-0" / 8' 0" / 10'-0" / 10"-0" / 10'-0" / 10' 0" / JOB NO.: 9812 SCALE: As indicated PRC►x��sf 1 65469p. / Or oREGoN � �� '� 136' 0.. / 14'-6" 8'-0" 21'-6" 21'-6' 8'-0" 14'-6" 25'-6" 8'-0' 14'-6" / P // //d/ 7-6" 7-0" 8' 0" 4'-0" 11'-10" 5 8' 4' S. 11'-10' 5'-0" 7-0" 7-6" 7-4' 13' 2" 5'-0" 7-0" / 7-6 / �T PROPERTY LINE 5'-0"x 4' 0"SLIDER 5' •"x 4'- 0"SLIDER 4'-0"x 3'- a" SLIDER 4'-0"x 3'- ." SLIDER 5'-0"x 4'- 0"SLIDER 5'-0"x 4' 0" SLIDER 5'-0"x 4'- 3'SLIDER 5-0"x 4' 0' SLIDER 4'-0"x 3'-6" SLIDER .1Arear.A 0d._.. -- VIJAA�d�9rA'd�i4d•AVAYA 9IUd 01 ::- -727,659107,6972:10021M7.6111/2':-. //roftr49.drei.Q/i7� �Yd�i6.U�7rDASZWdA.456�/Yi6E. r42Kl/�4SB'.0/YA.4H/D'.G�LQD'r6'.N/D.4'Hi?Sb'�/r9bdq.Qf/i9'.09. :., ,,,�V4550S�diD'•6'L 09511Z'A.�H%'d.2rA 6/ti -- -- •%9i4.UH.G.6A ®�7iO..=Tim- I.® ®A.G iGV6ZdAi YZOVE i�i�d OMPA•i6'd.• : �.0' 1A EGRESS 4\ 0 b,1r1 L--JDw1a 1_—� ii r_I ` °l, ) 1 Dvt-- -J I EGRESS I--,-J �l.� �DW� I�_-JrEGRESSEl / 0 / • �, DINING opiiqo / qo 0 _o�li' ��o DININGIR - ;4° DINING / ® - KITCHEN II�1•00Illf>• KITCHEN - MI Q a KITCHEN - - : / - BEDROOMCD W MINIM RAF. a .. CD BEDROOM r--ow .... ® BEDROOM Client =-- . %`, liiiiiiiliiiiiii* . 0iiiiiliiiiiliiii . Evergreen Builders, LLC s, / /' / / c/o Joe Westerman / ® 0 0 7420 SW Hunzilcer Road, Suite D �J r 1 `J \ �� Tigard, Oregon 97223 O © 2' 4„ I I % 2 4 © % m m %� RSI% %lam 'f` I% c�� 0 _i., ca \ �II> � plies I� / �II��!! A' 1/ / ¢ /, �tl.I /„ 2' 4.. 2'-6" 2® Mlle IjiEMI� LIVING ROOM 1258 -6 -4 �I' ' HI=1- 2� -6" -4" �_ li © LIVING ROOM �� Rf�m1� © I �I ► �� _ © y wiD �1_� R r�i ►1E I/ wiD , , plf��I w/D , ` ,., �i M�I� - -� J %I lag I� LIVING ROOM I d / / BEDROOM 0' I I��i BEDROOM 01 �I!��/ BEDROOM y Proect Zs)o / � m n \N, � u, ,�, L J j i �/ i Greenburg Road Apartments is __, 55 S g oad . / — — _ — — Tigard, OR 97202 L _ - - — —� 2'-D"x 4'-O" FIXE , 6' 0" 3'-0"k 3' 0"OCT. 6' O" — 2' 0'x 4' O"FIXED —11 I 3' 0 3' 0" . 6'-0" III— illi% l/� � /� / / CD EGRESS ' o �• EGRESS I 6, I R I `, ESS _ 2 0"x 4'-0° FIXED - d \�_. :�_,dii a 0 >t O-6x6 HEADS 2'-0"x 4'-0" FXEP \� --- /- 7 5'-0 4'-0"SLIDER C C 0 G 5-0"x4'-0"SLIDE" ►3 0 5-0"x4'-0' SLIDER 2'-0"x4'-0"FIXED- Designer Builders Design, inc. 11125 N.E. Weidler St. Portland, OR 97220 Office: (503) 252-3453 r-0 1'-0" 1 O" 1'-0" 1'-0" 1' 0" 6'-0' 13'-0" / 4'-0" / 12' 0" / 5'-0' 8'-0' 5'-0" ,, 12'-0" / 4'-0" / 13'-0" 6'-0' 8'-0" / 5' 0" / 12'-0" / 4' 0" /�'-0� 7-0' /'-0" 6'-0" / 136-0' `NOTES: WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION SEE SHEET WT FOR WALL CONSTRUCTION DETAILS SECOND FLOOR PLAN /__ / • UNIT ENTRY DOORS TO BE 60 MINUTE FIRE-RATED WITH CLOSERS AND SMOKE GASKETS WIRING TO BE PROTECTED IN THROUGH PENETRATION 3116'=1-o- / - - / -MAX.THRESHOLD HEIGHT OF 1/2" IN ACCORDANCE WITH SYSTEM NO.W-L2196. r W1 -FIRE PARTITION-SOUND RATED co -STC RATING OF 30 NOTE: PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE - OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED z -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS Vf.//x/Y/4 W2-FIRE BARRIER-NON SOUND RATED p THAN 1 FOOT-CANDLE AT THE WALKING SURFACE 5 . NOTE: r_____ I W3-EXTERIOR WALL-NON-RATED m J ' " ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. ..:. ..S' i 1.-aa . NO LIGHT FIXTURES TO BE RECESSED INTO RATED i 1 W4-INTERIOR WALL-NON-RATED •;'�\ o"'a - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.O. ASSEMBLIES OR IN CONTACT WITH INSULATION °` � `'' '� - TYPICAL CRIPPLE AND KING STUD, EACH SIDE OF ALL DOORS WINDOWS, FOR HEADER SUPPORT 0 W5-GARAGE WALL-1-HR RATED / /`' §' - MIN. Cx�O POSTS UNDER ALL 5-1/2" 6-314'1 GLUCANS U.N.O., MIN. 4x4 POSTS UNDER ALL 3-1/2" GLU_AMS, U.N.D. NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON ." ,r' PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING AND FOUNDATION REQUIRED DETAILS - ~ NOTE: LAM ALL 2x'S TOGETHER W/(2)ROWS 10d NAILS @ 12"0.C. STAGGERED / _/ 0-5-1/2"x 9-1/2"GLJLAM / / r._5-1/2"x 9-1/2"GLULAM re-5-1/2"x 9-1/2"GLULAM re_5-1/2"x 9-1/2"GLULAM (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY �� — — — — — — — �-- — — --- — — — — — — — — — — —a — — — — — — — — — — — — — — — — — — — — — — — — T OF SUMMIT ENGINEERING LLC AND 11 ; g7.)_ t--e—i I _ e P NOT TO BE USED OR REPRODUCED IN Q9 �� I I —� �---�4 P--�—� 1ZS e�—d n—o a QS �4 C�—�g QS .I-1 .X. ��4 ANY MANNER,WITHOUT PRIOR Q _ _ — I — — -I _ WRITTEN AUTHORIZATION. 8 5-1/2"x9"GLJIAM 1 i 11 I I ` o u a 5-1/2"x9"GLULA I - . _ — n 5-1/2"x9"GLUCAN 0-5-1/2'x9"GLUCAN 41.1 0-5-1/2°x9"GLUCAN a 5-1/2'x9"GLJ�U .ASM _ QS -5-1/2x9' GLUCAN ®-5-112°x9"GLULAfTI I 5-112'0' GLUCAN ®-5-1/2x9°GLS A - _ = �7 ®-5-1/2°x9"GLULAM1— �1/2'�x� x� II li — tl II / / en 11 I-I-I i 1 i i 2x10 JOISTS @ 16"D.G. (TYP) T� r� I I REVISION SCHEDULE: +� _ iii 11-0)-2x10JO-5T�C1 1 ( }-210 JO S@1� _ (') 2x10JO> @1. . + . _ , II , - i 7 -r - REVISION DELTA ISSUE DATE II IIcci- (4)2x10 JOISTS • i—J<I �� _ _ �N�O�BL4R11 G� -}2x10 JOISTS �N�O�f Klin —— ()2x10 JOISTSI 1 WALL ABOVE WALL ABOVE _j L _ _ WALL ABOVE L — - - - r-- LINE OF POST ABOVE , LINE OF POST ABOVE Q - 5-1/2"x9"GLUCAN 0 - 5-1/2"x9"GLUCAN _ Q 5-1/2"x9"GLUCAN Q 5-1/2'x9"GLULAM Q 5-1/2"x9"GLUCAN ®- 5-1/2"x9"GL ' 4M O - 5-112"x9"GLUCAN Q - 5-1/2"x9"GLULAM © - 5-1/2"x9"GLUCAN ,g Q- 5-1 ULAN © - 5-112'x9"GLUCAN Q - 5-1/2"x9"GLUCAN PRINT DATE: F T T T- -rr r T—I EI —�70174- N7fsrlac 7 -g 7 -1-03 ii—iiL. — 1—f I 1— T1 —II--- " '—II- -If T 1- g I-- 1— 1-7 — I—r 7 Tr Z T T -T E 17 11 _Fri _II—� " 1 1r '1T 11 T J-IrI— 'r — 11-7 — 21—r 177 -7 T T / 811 81201 6 8:05:21 A/-11- q Il �I 1 I� : 11IF I I I q Il II q l 1 I I I II li 11 q I I ! I I I II 1 LU/10 I-I�NG RS I I I II q II Il 0 I LU 10 ANG1RS / / I II q II ll ! I II I I q q q q I! ! I SHEET TITLE: 1 I f II 1 II II I I I I 1 I I I I E 1111 q II II 1 I 11 I 2nd FLOOR AND I I I II 11 11 I I 1 4x12 GARAGE DOOR HEADELZ ;TI(P.) I I II I I I I I I I 11 II II II H I 1 I I I FRAMING PLANS _ I IIII 11 I II _ I I_ _I II I I 1I _ _ II _I 11 11 q 1 , - I I _ I TPP - - —t iiiii �E i !r ifiir>~•� 17 - I� -� 1� — i ,��t i I I ' �L— -I— — — q TE ► IO._ MIL ---- ■l'-_•I. 2_,..1 _IV__ --- --•- - _ II. ----. Al__ -_- -- 1 1 H II 11 11 11_ I I I I _ Il 1 I1 II !I 1 1 ! 1 I I I 11 11 I I Il g II I I L _ 1 1 _ I . � s — ::)/P-4-7-1-� =L la .31-=.'`-' ] -_ _ JX �1— ,-1 - - 11_._4 1��= : — 1-1_ �1_ �1 - �--4 _1 � :r1 � 4 p " _ =gi_ _ � - � = � q � 2 = 2 � CONTINUOUS 5-1/7 x 9"GLULAM FOR -1\ 1 11 �- 1 1 ! 1 I � I I I I I I I 1- 1 1 1 1 1 1 1 9-1 � — CONTINUOUS 5-1/2' x 9"GLULAM 1 I I IIII L I I I I I-1 THESE 2 PORTAL FRAMES (DO NOT SPLIGEr'OINT LOAD FROM A�OVE N I 1 / II 1 1 1 l I 11 I I I 1 I I l 1 I I I \ 1 I 1 1 V THESE 2 PORTAL FRAMES(DO NOT PLIIt) I I I I I I I \ I I I I v -.—LIT LI 1 1 1 1 I u 1 1 1 1 1 1 1 N j j _L _/ LI l 1 1 1 1 N_1J _L 0-5-1/2'x9"GLULAM J— J_ —I_L J —L-_ (5)-5-i/2"x9"GLULAM J—I_ J—L_L —I_ - _ " U _J_L J.. J_L 1 — -- _— Y v/ -TYPICAL AT FRONT OF GARAGE -TYPICAL AT FRONT OF GARAGE 2x10 JOISTS @ 16"O.G. (TYP) 2nd FLGO�TNLE1 .AN L 2x10 JOISTS @ 16'0.0. (TYP) DRAWN BY: BSY 2x10 JOISTS @ 16"0.G.(TYP) ' 3/I6•=-i-0 APPROVED BY: ©-5-1/2"x9'GLULAM 2x8 P.T.JOISTS @ 16"0.0. 2x8 P.T.JOISTS @ 16"O.G. POINT LOAD FROM ABOVE 2x8 P.T.JOISTS @ 16"0.G. 6x8 P.T. BEAM / / SHEET: A1C /- . -- _, JOB NO.: 9812 SCALE: As indicated '\ �„' I t. - 54�,,, / - OREGON p / 136' 0” / Pf 6/5041 / 14'-6" / 8'-0" / 21'-6" / 21'-6" 8'-0" 14'-6" / 25'-6" / 8'-0" /, 14'-6' / 7-6" 7-0" 8'-0" 4'-0" 11'-0" 6`-6" 4'-8" 11'-10" 5'-0" 7-0" 7-6" 7-4" 13'-2" 5'-0" 8'-0" 7-0" 7-6" / ,' / / / / / / / i / / / / / / / / PROPERTY LINE ---N_ 5'-0"x 4'-0"SLIDER '-0"x 4'-0"SLIDER 4'-0"x3'-6" SLIDER 4'-0"x3'-6" SLIDER 5'-0"x4'-0"SLID ' S'-O"x 4'-0"SLIDER 5'-0"x 4'-0"SLIDER 5'-0"x 4'-0"SLIDE' 4'-0"x 3'-6" SLIDER \ '•I .1rAWA% : yzmor. .�,prvdrA.s sw.s .s dr, /An.,.�:��VIKEV. AWATE�.a All.. ........--71.: WAYA PAITKO . .N I s.a .o.�.�a�. .b ...� �rer. . 92:4 .YAMOPTVAA �MPAR►.ati.- ; APASF. + .� rry. �.T.ar�W4 :_�Wi afi S92WAI. �a ffere r�. .a. 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BEDROOM RAF" I 10i BEDROOM Tigard,Oregon 97223 "•' 'r �t 0 56.75'EXIT ACCESS DISTANCE/ ° 0 \ / 2 \ g 2 -4 �'� l TYPICAL ALL UNITS 1 r _ I ., / 36"HIGH HANDRAIL :d- 11.1111111 CV \-C V (;1 03 \ 42"HIGH GUARDRAIL / Jr; / Get -/ 11111111111 / in / 010 _/ " \ 2'-4" 2'-6" 2 -8 �'r m / �/ *-- 2 -8 6"- 4"- / �— 2'-8 -6" Eel -4'. / G , � p 12"HANDRAIL EXTENSION a ` ` as \ ` / / �` Q - 0-11 - LIVING ROOM m - Q __�.__._.. - /!l - F Project el g LIVING ROOM �� / El 1 -� Greenburg Road Apartments 1 BEDROOM �Iin' _ n BEDROOM __ __ _ LIVING ROOM �- BEDROOM 9550 SW Greenburg Road \ �m�� i GAS F.P. \ Tigard,OR 97202 r as 1 �0 1► 1 co 1 r: p 1 y 6l J , I % i51 i T \ _c — J in ' in 4/ r , rrl • J • _ O� LULAM_ _ Q_51L2 '� LEC1_ _ O / / -■�- 5 1/ "x9"GLUCAN III- 3` 0"x 0"OGT. 7. 11111111111111111MM.• x Designer "�\ 11 li 6' 0° _ 6' 0.. 2'-0"x 4'-0"FIXED ti 3'-0" 3'-0" T. �� 6' 0" 2'-0"x 4'-0" FIXED _ 0 i I `��. EGRESS .j I �� I DISTANCE TO END OF I I EGRESS 1 ,P �, Builders Design, Inc. 0 rHEADEREXIT ACCESS STAIR i 0- —:1 ©' 6.� 6x6 HEADER 6x6 H ADER 2'-0"x 4'-0"FXE� ��: 5'-0"x 4'-0"SLIDER ,. ;� 11125 N.E. Weider St. 5'-/ x' -1 P 5'-0"x 4'-0"SLIDER \ _ Portland,OR 97220 IS 64'-6" 2 0"x 4'-0"FIXED Office: (503) 252-3453 -MAXIMUM ACCESS DISTANCE 15 121.25' THIRD FLOOR PLAN 1' 0"� 1' O" 1'-0" 1'-0" 1' 0" �1 -0" 3116'=1-0 /1 -0" 7-0" /2'-0c 6'-0" 6'-0" A 6'-0" / 6'-0" A ))'-O> 7-0" )'-O 6,-0" / 6'-0" 2'-0� 7-0" _p�I/ 6-0" / 13-0" / 4'-0" / 12'-0" / 5-0" 8'-0" / 5-0" / 12-0" / 4-0" / 13-0" / 6-0" / 8'-0" / 5-0" / 12-0" / 4-0" / 13-0" / 6-0" / 136'-0" / / / / / SEE SHEET WT FOR WALL CONSTRUCTION DETAILS ' NOTES: '�� • UNIT ENTRY DOORS TO BE 60 MINUTE FIRE-RATED WITH CLOSERS AND SMOKE GASKETS V//////4 W1 -FIRE PARTITION-SOUND RATED Z --° 40 -MAX.THRESHOLD HEIGHT OF 1/2" _,,J -STC RATING OF 30 r, ////2 W2-FIRE BARRIER-NON SOUND RATED D 1 W3-EXTERIOR WALL-NON-RATED �' .‘ ,- 1 1 W4-INTERIOR WALL-NON-RATED W5-GARAGE WALL-1-HR RATEDf " NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON - 4x12 HEADERS OVER ALL EXTERIOR DOORS AND WINDOWS, U.N.O. PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING F j - TYPICAL CRIPPLE AND KING STUD EACH SIDE OF AL DOORS WINDOWS FOR HEADER SUPPORT WALL LEGEND '-- - AND FOUNDATION REQUIRED DETAILS 1/4'_1-0° - `11N. 6x6 POSTS UNDER ALL 5-1/2" $ 6-3/4" GLULA'S U.N.O., MIN. 4x4 POSTS UNDER ALL 3-1/2" GLULA1S, U.N.O. / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 6x10 DF#2 6x10 DF#2 6x10 DF#2 THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN {� . ANY MANNER,WITHOUT PRIOR ' ` I I li 1 I I __ __ I I I I I / I II I I I I I ' I. WRITTEN AUTHORIZATION. 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I -PROVIDE MINI 4x12 HEADERS OVER DORS ,,.�.-„M.,��.,,,, I Q 1 -PROVIDE MINIMUM 4x12 HEADERS OVER DOORS I I 1 I 1 1 i 4x6 POST HU610 HANGER 4x6 POST HU610 HANGER 4x6 POST I I i I i HU610 HANGER 4x6 POST 1 ( I I I I I `X I o `� I I I I IAL I L i t I l l f `� I i t I I I I �` PRINT DATE: I \■ _ Q 63/4"x9"GLUCAN _ _ I 4x6 P057 — _ -6_3/4"x9"GLUCAN _ ./ I I 4x6 POST I _ -6_3/4"x9"GLUCAN _ .1 8/18/2016 5.22 $:0 AM vm_.n=ur ,memeutean-ururan-m-m-ae�a_,mmrnt;, _ _ Et — _,�-:►no�,—u,—m—unarm—a1—m—tn—m—fue��n_m_m t •m�:m: ,—mmurmur,1�—wn,—mnr_�uem_w / I \I' ll �� __F IF ;I li ( G -I-T1 -rTT � 111 1 [ (_ _1� 1 �pp T � �� ll �� I I r / 1 I I i • I U41 JO T+NGIRS II LU210 HANGERS I LU l0 IS t ER 1 1 i I 1 LU210 HANGERS I LU 10 IST■HA ER I I I I I ISHEET TITLE: I I I iI � � I ( I I / i II I I I c I I I � 1I 1I I I I I 3RDFL04RAND I IIIIIIII I I I I I V I I I I I I I I I I I I 1 FRAMING PLAN I I I Ii i 1 miiiilin i 11 V I I I 1 1 1 11 I I I l I 11 I I I I I I I II i I I i 2x10 JOISTS @ 16"O.G. 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BEAM 0-6x8 OF#2 P.T. BEAM 0-6x8 OF#2 P.T. BEAM / �./ 3rd FLOOR FRAMING PLAN SHEET: SEE SHEET DS.2 FOR GUARDRAIL DETAILS 3/16'.1-0' SEE SHEET D5.2 FOR GUARDRAIL DETAILS - Al 7 / / JOB NO.: 9812 SCALE: As indicated irs)�ROFts J:" 654 .F., / r w OREGON 5/8"TYP-X GYP. BD.4'BOTH SIDES OF FIREWALL °1'41' ri ret.Y*s�.k4" ,is\.• - UNDERSIDE OF MAIN ROOF SHEATHING COMP-ROOFING ON Y�� 06/2(J/� -GA FILE NO.WP 3640 15#FELT ON " 1/2"CDX PLY.WD. NON BEARING 2x4'5-EXTEND TO UNDER SIDE OF ROOF SHEATHING ilk DS / VENT BLOCKING @ 6'0.0 INSUL. BAF-E / MANU.TRUSSES @ 24"O.G. S.M.GUTTERS I ' \ s -SEE MANU. LAYOUT 1' ir R-38 INSUL. I 1 1' ; L CEILINGS IN THIS AREA 70 BE 5/8" 20 F I TYPE X GYP. BD. (GOLD BOND FIREL /Aligh r� J SHIELD)PER GA FILE 1si0-F- 551-7- z _ 1 rer 0 1 7 i 7—I ® , ,-17—_-_11 I l -: / 23/32"EDGE-GOLD Os moi- I t_J 1 Client .0 I I I ��.-��\ L _ _ri_ r _ _ J Evergreen Builders, LLC r �.' \ I 1 c/o Joe Westerman 2x10 JOISTS @16"-- I .��.' 1 \ ` 7420 SW Hunziker Road, Suite D I I '� 1�Il Tigard, Oregon 97223 HORIZONTAL SIDING ON \ I � l_pr' .' 1/2"PLY.WD. OR 7/16"OSB ON I w�.' 2x6 STUDS @ 16"Q.G. W/TYVEK HOMEWRAP GA FILE NO. FG 5112 I .' 4' �� M• 'I o I 11J I 1 11" MIN. RUN 5-1/2"x9"GLUlAM $ 23/32"EDGE-GOLD �� _ I I Project 2x10 JOISTS @ 16"O.G. 1 I 1 I GreenburgRoad Apartments I I I p fi I I 9550 SW Greenburg Road Tigard, OR 97202 / 3E 1 MAINTAIN (MIN) 5/8"TYPE X J i •' 7-Q"HEADROOM 112"R.S. PLY WD. GYP. BD. (TYP) GA FILE NO. FC 5112 I ,.4A.d.• 36"HIGH HANDRAIL. 42"GUARDRAILS - SPACE PICKETS AT ALL STAIRS AND /- - o 1�1 CD• - - - - -iir I ANDINGS TO PREVENT Designer'- 5-112"x 9"GLUCAN `4 tiA55AGE OF 4"DLA.SPERE. Builders Design, inc. II 11125 N.E. Weidler St. 4"GONG. SLAB ON MAX 4' I 1 Portland, OR 97220 3/4-COMP. FILL _ Office: (503) 252-3453 2x6 WALL FRAMING METAL STRINGERS I 12"MIN. GRADE IN 4: L - - - - J 1 1 :n • 'STAIR MANUFACTURER TO 12" PLUS WIDTH • R-151NSUL. OF TREAD •I • r VERIFY DIMENSIONS @ SITE 8"CONG.WALLS W/1&x10"CONC. FOOTINGS Section 1 W/#4 REBAR AT TOP OF STEMWALLS 16x8 FOOTINGS74 = W/(2)#4 REBAR IN FOOTINGS W/(2)#4 REBAR /�. AND#4 VERT.DOWELS @ 48"O.G- / -... . . .-- / t ''' fl i CD co Z Q € f 6x6 POST COMP. ROOFING ON J 10 — 55#FELT ON 1/2'CDX PLY. WD. O 1 ai , . p 12'MIN r . CLIPS AT EACH TRUSS MANU.TRUSSES @ 24"0.G. •• i N. f. " -SEE MANU. LAYOUT �`j', ;, I NOTE: MIN. 18 FROST DEPTH ON STEM WALL FOOTINGS DETAIL AT CANTILEVERED BEAM - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION -1 S.M.GUTTERS 72' -0R-38 INSUL.: ' I -T--1 ii ...' : TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL , ELECTRICAL BOX SHALL BE :wry ., �- INSTALLED NEAR RADON MITIGATION SYSTEM FOR FUTURE FAN INSTALLATION o / e m 0 (C) COPYRIGHT 2015 r - - - 1 _ _0 r - SUMMIT ENGINEERING LLC r - I r THESE DRAWINGS ARE THE PROPERTY I I I 23/32"EDGE-GOLD OF SUMMIT ENGINEERING LLC AND ARE I 1 I NOT TO BE USED OR REPRODUCED IN 1 I MAINTAIN 1/8"MIN. SPACE BETWEEEN 2x10 JOISTS @ 16"0.0. ANY MANNER,WITHOUT PRIOR 1 I THE SIDING AND THE WATER MEMBRANEy i1 \ .-\ , WRITTEN AUTHORIZATION. MANU.TRUSSES @ 24"O.G. ; ; A M N A N N 11 M 1 —/ / / ® _ _ _ ; i i HORIZONTAL SIDING ON REVISION SCHEDULE: I I i � r --- " �1 112"PLY.WD.OR 7116"OSB ON I I I 2x6 STUDS @ 16"O.C. GA FILE N0. FC 5112 REVISION DELTA ISSUE DATE L - - - J L - u SEE PLAN FOR WALL TYPES � L J SEE PLAN FOR WALL TYPES _ LL f W/TYVEK HOMEWRAP a Ar co q - _ 0 R-30 INSUL. 23/32"EDGE-GOLD- - _ H H — 1 \, 1 2x10 JOISTS @ 16"O.C. L _ i1 \ ` PRINT DATE: \(9 SEE FLOORCEILING/ASSEMBLY M / / _ 8/18/2016 8:05:23 AM I, i - - - � , � _ - , 0 _ - H I r ® SHEET TITLE: 1 I `� - � ` _ `, � 1 I I 1l L"R.S. PLY WO. GA FILE No. FG 5112 SECTIONS AND _ L ' G \ Ara 1 LP.T.J0ISTS1SO.C. DETAILS 2x8 vair ler vilEIC C? ill T:0 ,� r - _ ® 8"LONG.WALLS W/18"x10"CONG. FOOTINGS 4"CONG. SLAB ON 3/4-COMP. FILL a _ 24 .1 242.41' 242-41' r W/#4 REBAR AT TOP OF STEMWALLS W/6x6-10110 WWM OR -� - 241.91' 241.91' 241.41' 241.41' 241.41' 1 1 I 240.91' 240.91' 240.41 24.0.41' 240.41' 230.91' 'L —_ W/(2)#4 REBAR IN FOOTINGS #3 REBAR @ 24"0.C. E.W. L _ j U [] [A [] r 239.91' AND 44 VERT. DOWELS @ 48"O.G.LJ LJ Li LA Li Li • \ GRADE / y •I DRAWN BY: BSY II THESE CONCRETE STEM WALLS ARE TO BE 6"HIGHER 3"ABS RADON TUBE, LOCATION BY CONTRACTOR Fig APPROVED BY: Section 3 r •� / — ._-..-_: — V -SEE GENERAL NOTES J &'_ �. SHEET: TUBE WILL HAVE LABEL THAT READS"RADON REDUCTION SYSTEM" AT EACH FLOOR AND IN THE ATTIC TEE FITTING AT BOTTOM OF VERT. PIPE Q Section 2 Al o U4"=1'-0" / - / JOB NO.: 9812 SCALE: As indicated „cp PROFEvSf 65463P,� . i "- ____ w SHEARWALL SCHEDULE FLOOR SILL PLATE DRAGiftw, SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE fi4�� `.'\':\'' IN' R THICK- NAILING3,T RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS9 pf 67OMR- WALL NESS' PLATE BELOW WALL BELOW NAILING' ATTACHMENT'.'.6DETAIL 2/D5.1 OCCURS AT ALL BUILT-UP 2x LOCATIONS TYPE ATTACHMENT' A 15/32” 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c_ Va = 280PLF THIS WALL DOES NOT HAVE VERTICAL HOLD DOWNS TO FOUNDATION. 16"0C HORIZONTAL WINDOW STRAPPING IS REQUIRED-REFERENCE ELEVATIONS B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" o.c. Va = 430PLF ® ® ® A © A A ® A 12"0C 'V NV NT ‘7 Nr \ C 15132" 8d at 3" o.c. 16d at 4"oc - 10d at 4" o.c. 112" DIA at 20" o.c. Va = 550PLF . - 16d at 3"oc - D 15/32" 8d at 2" o.c. SIMP. A34 AT 6"OC USE 3x 1/2" DIA at 14" o.c. Va = 730PLF SDS 1/4x3 1/4 at - - i / E 15/32" 10d at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 870PLF SIMP. A34 AT 6"OC A A Ak. AA A 7 , . - rro ® 7 ' ' • - 7 ' Client •2 SIDES SDS 114x3 114 at - ,� 11��!�-_ Evergreen Builders, LLC 1= - _ „ r F 15/32 $d at 3 o.c. 4 oc USE 3x 112 DIA at 10 o.c. Va = 1100PLF a s c/o Joe Westerman SIMP. A34AT4"OC 7420 SW Hunziker Road, Suite D --- ° 1 1NI---- Tigard, Oregon 97223 5d COOLER SIMP. A34 AT G 2 OR 16d at 6"oc 24"OC - 1/2" DIA at 48" o.c. Va = 220PLF / , ; V / .1 /Ili LAYERS WALLBOARD 1prr `r ', _ : i 5/8" , AT 4" o.c. T e 6 6 A 6 6 l 1. (2)2x.PLATES REQUIRED AT TOP AND BO flOM OF WALL FOR ALL WALL TYPES EXCEPT"A", "B"AND"G". STAGGER NAILING. 3x PLATE MAY 0 6 m 6 CONTINUOUS 5-1 x 9" �CUI AM FOR t * 6 BE USED IN LEIU OF(2)2x PLATES WITH NAILING_ THESE 2 PORTAL FRA E (DO NOT SPLICE) l--` / / . -.1. - 2_ APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL U.N.O. Irak ADDITIONAL HD'S FROM ABOVE Q ADDITIONAL HD'S FROM ABOVE -ALIGN W/TYPE 3 HD'S @ 2ND FLOOR WALL ENDS -ALIGN W/TYPE 3 HD'S @ 2ND FLOOR WALL ENDS CONTINUOUS 5-112"x 9"GLUCAN FOR Project 3. ALL NAILS SHALL BE COMMON TYPE _HELD NAILING AT 12"OC TYP_ CONTINUOUS 5-1/2'x 9"GLULAM FORTHESE 2 PORTAL FRAMES (DO NOT SPLICE) Greenburg Road Apartments _ MINIM1JIv13 BOLTS PER 4'-0°LENGTH OF WALL THESE 2 PORTAL FRAMES(DO NOT SPLICE) 9550 SW Greenburg Road Tigard, OR 97202 5_ ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36 "J-BOLT"WITH 7"MLNLMUM EMBED_ 1st FLOOR SMEAR PLAN 75',--0' 6 PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS_TYP L_ / 7_ PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. Designer 8_ NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE "TOE-NAILING". Builders Design, inc. 11125 N.E. Weidler St. 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT Portland, OR 97220 Office: (503) 252-3453 HOLD-DOWN SCHEDULE ® ® A. A A N1 ‘7 • • • • • REQUIRED \ / / PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST' BOLT'.6 REMARKS — — — OPENING2 ' BOLTS TO POST 3 �� ® 3 3 ® • 3 3 . • 3 T 1 CS 16 STRAP 13" 22 - 8d 2x - Ta = 1705# / _ \ ' - \ 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# ® 3 •• 3 0 0 0 3 ® z i 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2) 2x - Ta = 4585# — ._ m! '� r- o 4 CMST14 3066 - 10d 4x Ta = 6490# �� /� \ co 5 CMST12 39" 86 - 10d 4x - Ta = 9215# '�_ �__ _ _ . , I!> 6 HDU2-SDS2.5 - 6 - SDS 114x2 1/2" (2) 2x SSTB16 Ta = 3075# 11 Q Q 1 I 1 7 HDU4-SDS2.5 - 10 - SDS 1/4x2 1/2" 4x SSTB20 Ta = 4040# > / �:.. ` �a::::1'.,-,..,1.-11):11.1',-:8 HDU5-SDS2.5 - 14 - SDS 114x2 1/2" 4x SSTB24 Ta = 5025# �-. E moo. 9 HDU8-SDS2.5 - 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# ®Nr \ / Vr I ® ® A ` / A ® ` ` ;r 10 HDU11-SDS2.5 - 30 - SDS 1/4x2 1/2" 6x6 SB1x30' Ta = 9535# - .•- 11 HDU14-SDS2.5 - 36 - SDS 1/4x2 1/2" 6x6 SB1x30' Ta = 9905# • ;, r 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 2nd FLOOR SHEAR PLAN '-`--�:w 1,8 ,-_0. l_ / / / L HOLD-DOWNS ARE"SIMPSON"BRAND U.N.O. (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 2.LENGTH APPLIES TO ALL STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL THESE DRAWINGS ARE THE PROPERTY HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS_ OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN 3_FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x ANY MANNER,WITHOUT PRIOR FLAT OR VERTICAL BLOCKING- THE LENGTH OF.STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. WRITTEN AUTHORIZATION. L_ / 4_(2)2x6 NAILED TOGETHER WITH(2)ROWS 10d AT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTC16 AND HDU2 HOLD- DOWNS_ DRAG TRUSS-1,650# DRAG TRUSS-1,650# DRAG TRUSS-1,650# t - / DRAG TRUSS-1950# REVISION SCHEDULE: S.FOLLOW MANUFACTURERS'REQUREMEN'TS FOR MINI IUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3" CLEAR BOTTOM OF DRAG TRUSS-6504 DRAG TRUSS-1950# DRAG TRUSS-1950# DRAG TRUSS-650# DRAG TRUSS-1950# DRAG TRUSS-650# REVISION DELTA ISSUE DATE FOOTING. DRAG TRUSS-1500# �` ® A A A DRAG TRUSS-1500#A ® A DRAG TRUSS-1500# 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND • " ' N! n -- 7.7 _,p . GREATER)_ \ ( . — . I i Ii I i 7_ IN THE"REMARKS" COLUMN,Ta IS PROJECT SPECIFIC AND IS MAMMY USED ASA GUIDE TO ENGINEER \ 1 i SHEARWALL NEEDS TO EXTEND AS SHOWN FOR 1 1 ArAT A7 I I I 8. 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SHix30. LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN �h� —� w ! �w f - --�. 1 401in `i 1 1 i ` 1 �� ` ii PRINT DATE: . I l „� 8/18/2016 8:05:28 AM WALL SHEATHING -+ SIMPSON CMST15"U'STRAPPING .� �"c- � .- / _.1 !,-= HOLD-DOWN STRAP PER PLAN \ ® \� / / FASTEN JOISTS TOGETHER so _ �` = A A WITH(2)ROWS SIMPSON SDS \ \ - - = -- - I I I,- ---�1 I I i I _ - I I I SHEET TITLE: Z -z _ = _l=am --� ____-1 SHEAR WALL PLANS 1/4"x6"SCREWS @ 12"O.C. s. ; , Jam, - ,, • \ 1 •I I� 1 / J' —, 1 �/ , J •TN1 �r! 1 I -\ BUILT UP JOISTS SIMPSON 0514 \ % 1 I\-. / I I f I PER PLAN "U"STRAPPING WRAP 8" I A 11— , - A - A ON FAR SIDE OF BEAM I "" I I 0 ! I I 10 I iii a mr, 2ND FLOOR SHEARWALL SIDE VIEW Lw► A . 'a 4. I A A A �.7.7 , AAO1 N. ‘7 \,..-----1, # DRAWN BY: BSY STRAP IS WRAPPED AROUND APPROVED BY: BUILT-UP BEAM, EXTEND ON HDU HOLDOWN PER PLAN _/ FAR SIDE OF BEAM 8" SIMPSON HDU PER PLAN (4)2x6 STUDS 3rd FLOOR SHEAR PLAN SHEET: W/(2)ROWS 10c1@ 16"0.C. v8"- -o' (4)2x6 STUDS -LAM TOGETHER 111 \ \ W/(2)ROWS 10c1 NAILS @l6"0.0. i 2/D5.1 \ 1/2"7.,70' 4/D5.1 - 2ND FLOOR OFFSET SHEARWALL / JOB NO.: 9812 SCALE: As indicated (03 pROFest c� \GIN '.. 4 f BUILDING CODE SUMMARY NARRATIVE _ -- - `" 65469P. / 0,, THIS BUILDING CONSISTS OF 181-BEDROOM UNITS AND 6 2-BEDROOM UNITS -- -- - -T -_ _ -_- - - -- - - --- FOR T F 4 T 1 UNITSWILL D ER' IT- LL GROUND FLOOR NIT WILL BE TYPE B D UNITS. :_._ :,,_-__ .._ Tr : :_-. -__ ,_.___._____ .Y___ _-.:-- .- -- --__ _._ - --_ _.__ _ ....-. - --___._.-.._--- ---. _ -_..._ _-- _- -- _ W- __-_ -_-__-__�_ -- - __________ 0 ATO AL 0 2 UNITS. 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II li111111.11111 I11111111111I II:I it 111 {1 I1 111 1 11 I II 1 1 II 1 - in in 1 '111 R 1 11111:11r■11i11111.11!11■mll■Illllllla:la x11■111111111116.�1III111■I11111r1■IlllllYlltl■Ir IIIIIIII1IIIk111■111111■11111■111■IIII I III11- .111 11111 it. -:11IJ 117 F ni 1 7111 I1 1111111 I Iii I 11111 r 1 la 1 tli. �1■II 11111 mal l ll RI I IIII Ir 1111111■1 I V u■I IIi- .Ili 1 111111■. -I I IIEIIlI1111I 1 Ili 1 Iii Ila:!l lr WALL INSULATION VE GRADE 2 A SULA 0 ABO 1 ! I111111111111111111111111111 II I'I I!p I■11111■111111111■111111■LlnllAni� - 1111■1111■11111■IIIIr1l11 I I - --.-.._._.�- 11118111rk1mml11kI1111m1rn1111111r- ..Irfll#Ir1#1tr111r1., �1171111,n i.11111111111 1111 11111=11101121 unrnmrnnrmllnl�1na1111111111r ..rulnrmmmm�.. `rai■S uta nl11.11 ..i■nnlmnrrnlaol. 1 11 1 nrualtnmu■rnn 1111�11unnur'.�' ..Srmnrnn■nnru.. �1�ntl�llfulIrnnlurnr8u1r1 anlan� I® 1 I .� {{ II II II - _-. '11 r F1 .. .. ! 11'. 41111111111111111111111111111111111. 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III IFI 11111 ■ .: I _li1i\ l� FIRT1 111 FLATGEILINGS R-3$ R1 /1 Irr a 111 111 mss' 1■i� lm 811 In r I n111 1 IIIIIA� n II 111 ! rrl li 111 Ir1■ ■11� rr� IIII111 111 tl 1IIIu1 ■■■■� _ II ■ I1 11 ii•i in r 1._ I1n I.� ul 1 1 1 1 uill ■■■■■■ 1 11 111 II ----- ■� 1111 111 11►.11�1 1111 m II 4 111VAULTED CEILINGS R-38 11 t alr li 11 I1 R1 IIIIF>! nn 11Mt�1 II u■ 111 1 11Client w IIT �^ 1� ' n le n in m ■■■■■m nn Irm1�1 1111 IIrrrrrr II I •It 1 111 ! ■ It u =- nu �(I �mi r• cru lum n. 111 i. mots 11 I R-30 1m; 111! .:M.^�1: •:■ -:, ,#,,,,,,.-7,.....i.;.• ..Ie_:: , :■ _ I1..a 1�_; _r- �_:.;, �; -�,. Ill _Ir - Evergreen Builders, LLC UNDERFLOORS a■.� ; :6{ '■■•. e■■a.1 =i.:ai� •p■� I• il'a�a■v^■■a"_•� 7a1 I■4- il- - r■ale? i.■1 .`:« ;.:f■■a: .\a=.1 i��■.�Ei -1■i �ti i Ind :-•�■ fY1=. ,1�-■..1 Ice:1■■a-a■■.�■1i �:; 1■r. .I■■s_I �4=r■a:rl =s■i ail Sil as g - w� :P.- y.e �. _ 11,_1. ■. 1•-®■d° •al lip, i„....m.,...,-.„....:- w- -w a �m ■■.� mow•- ®■.'1 u•-�._' i11:1I 11:,,..6 � :a 'i;a a 1.-1�■:1! : 1 I■,a :Ilr�l■ • ill_ • •■ar i•+ lite■[B �� ;��m1+:1; :1-1 .L ii�:i�o�-r1e1,. 3 : 1�.1 ]��:+r1 �� 111_ .w11 ..a - _ .. q■e...le, �. I[�11►/u rte: 011 'r•i_ ,r■• _.1. _ -r r 1 1- -6 . ..■. =•`� { •� - ^-c:_ .1.6.-�.1 A_.; :•n: 1:.. s-�� :e, mac: , -1■es a�.. •-sl I'.. ■-.:�al.a. e:e+•�;: a 1•�t -1- C a_. _, r_ •�a::•' r:: A rte. eI •�. ..�: _ r.. s= c/o Joe Westerman R-15 ■r ■. ■ .h ._q[�,•.■. - .■r• L.■_ -��.1 !!-r C-' : ._��.w.■_ ■. . I11�.�n •..:4_ . fl. r '.��,.1� .._ar...w.■. w .•• .B.a •.B_ . = l SLAB EDGE PERIMETER .r,L_ _ __ __ __ 1.• - .-_. .�:.. yr ■w.. •.. r,. rr - ..ilii■ l• - -_-■. ■'nr- 1-11 -- !■•� . 11111 ,-.r.[lrwr.l -:rr1 -74 #. f■.:.1:, a !•r-YA11...q•rY4■rr...�r.a:l f !r . . .11�-. • r:: ■ 7 ■_ ■ i . N 4 ■ ■ ■ �•■Y --•1iQ•Ef :r'■■. 1l�F ■rmr■d.•■�.•■O• ■fir .i1.�.flii._! ■..■•■��.■• .1��1•M:•II•r�■Y■r�■i.ar■q■.-,■Y■-raft■®■.1■1■..J♦.■ -•■ -•■ •N -il■ 1'•i ■111+.17ls_ik■w®■rr.J••■r®i■ -Mr1--.-. l�• -i-.■�•■■ar.!�111 .'l��■. 1 - _ f, RYr - 1� ■I. w r� _.r--1-■•.,•-r,..r-..,,r-r,_ - _ r,_- ..■ I1�I�u ov -r r..r r-r+r..r -r_^ :...•.. .fir Yr• 1� 1ifp. -r_^:-r...._--r_,.-r--. W _-r-- 7 r '■I -�■ •!. :•a si:a sZ. '■■ell■! a- +:•■e■-= -iTa sra sr■ ■riir s_:a !�=-• Ile[.••■ siva save ■ei._ �■ mel- •-■ •■ -•a ■:■ -'1 a •-i .'■ ez■ .z. Y:■ ■.-- l• 1i ■• l r . -a .A: .� 1._ FYI,. ._ 11 I Y� 742r�SW H nziker Road Suite D i 111 i t. i 1 ■ _ I;In■a. .a■v■alai Ii .....a.-.•••,..-"......4.-! ■ -! -■ -■ - iz■.11UI.I'!■:a■a:z�■a:- a..-1 1.. ia..-. -r -# rE..I ram ■m,- li■.. ■v:1::AI IL 1 -■ -fl 4 + �_-■a.w■a^.�a�"1■a:ells -■ r..■1■.^ ■ 1 ■ -1 ■ is ais;I.f ■:ria:a61,a■a.• 1 s,ata V L! , __ - .IS�_w- - _ - :_•� .:-m11:� r 1■ O. .rr .,■.r _-..�i�: -tw -•� .-mla l.•/i■.um '--1.-.■1■ --'- _ - _ --_ --_- l.•f 7■/'m!■.-I1r■.-■■1■•■.'■ .r lr.• _■ir ..a1r4r•,-F-...•-O■u-O■.•'®■.-•0111.,11111111•1011.‘01a....,",i. --•rr^-■11.10. F.liW " ii __- ■rY•f • ■ 1 • •--.. HEATED SLAB INTERIOR R-10 - - - •-$ . .. -:r --;�--��-� a r.{••1171.:-�11: R11r ' . �r - '111! 11[4 ',flprr■1�.•r[[pr■¢.■1/.lwp r.■le r-F. WINDOWS U-032 - r[®.,:ase�il[�••i[■e�r[i 1► ! ri.l�rr•.ef:.r[1.rrl4rrl8 1w 11n..r ee- ar.1■r- a 1 nw■-11111 -11.x. r 1 ■ d_.1i}.-�■ f Tigard, Oregon 97223 SKYLIGHTS U-0.60 122 242 12{t2 ` 12 1112 242 122 122 242 122 12 1112 24 ft2 12 ft2 302 12 1112 24 ft2 12 ft2 12 ft2 24 ft2 12 ft' 30 ft2122 24 ft2 12 ft2 12 ft2 24 ft2 122 EXTERIOR DOORS U-0.20 FRONT 118"=1'-0' EXTERIOR DOORS W/>2.5 FT2 GLAZING U-0.40 16'-0" 8'-0' 16'-0" 16' 0" 8'-0" 38'-0" 5' 0" 22' 0' 16' 0" 8'-0 / 16' 0' / FORGED AIR DUCT INSULATION R-$ / / / ,/ / / / / / • ADDITIONAL MEASURE CHOSEN / 172'-O" / 4-Ductless heat pump: GROUND FLOOR WALL SQUARE FOOTAGE: 1,376 50. FT. Windows to be U-032 WINDOW AND STAIR OPENING AREA: 380 50. FT. / 27.6% /.. / GENERAL CODE SUMMARY NOTES Project 1.OCCUPANCY OF ALL SPACES 15 R-2 Greenburg Road Apartments BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE 9550 SW Greenburg Road CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY Tigard, OR 97202 FIREPARTITIONS. HOUR PARTITIONS PR VIDED. m _ - - = _ 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED ASPA T ONS.1 0 - 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED- -_ - _ - --- T -- - --- - / CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: ,� J • .._. - ■Y1... ,::f ....:--- --..: _::, .:::::::_ _. ..:� : _.. ! 1 IM :.- .--..: .._ ._...._._.. - - 1111.." - -- / ['[1 ..bilill■Yq.. ..:.__-_. _. .:,,... ...,.,...... :,.,:", ...- 1 - ..:, -. -.:... -...._�•-..::.. - Designer .flrii■M 1w[11 nllil.. --_ .�-_--_---- �'_-._.._-T �[.^'-� "._.....:: ... - -`:� .rnunHlxlnnnlalilxnxl■1lnitnlx�_ ..nxu.u,.innnHnu■lun■luelnnunn. -... - HEIGHTS H _ ._ `- __ - �m11 r. rxrur■ -:, _T-' .. - ..._..:. --. - . 11 11 1 111 1 1 ..:. .. -. _ .._.. I HT R P CONSTRUCTION TYPEV . .. _ .._„ -- ..Ik11lIl xL lYl11 ,#M,11N11111/Nxr.. _... :: _ ..xNl■rll:lnH■IIIIIpN1111Y aJn11111■.l41'i:. TABLE 503.ALLOWABLE BU LD NG HE G 5 AND AREAS:OCCUPANCY R 2 CONS UG ON B ___ ,ir■11 �,■1rr .a■.xn.E -._. - _ ---_ TYPEV- B . ■1��r�� - -�- --_� ...IMO mai YIl11111iA■Ir111111 u11r1l1,- _ .. .. lxin1111lILfHlll/1111111H1111111111111W.1111x111.- -"""- - --'-- ""----' -" _.■f■lIH1Y iIiJ i1111Y/1fn■111■Ii1111r41HXNi11N1-:rlr.lfpxrlb. -- - - �s1.11111111111Nx■ulll.■xlf■III.NIII tt11111■Iy1■Nlb- - .IEI1IIi1N■IIx111t1.ExiFiHx 11111iIlfl-Ifkn■rl[IIIII NMI, _ -- t s - - _... T -.._.. -.-.. -- - ..M•!migra11 1111aallm■m lis 1111mmnx'1na.1111-Ira _-_ ---_- -- -_.- - -_- _+Nin W■1111■114HINHxe111{■ Pil 11 1nErHYli,1! :111 - _.. - 1n1ix1 1x1111 111 111[N1111111■1111'.x•1■x IIUHINn1n■III:. --_ .-. Builders Design, Inc. .. _ -..._ -. . =- '�: ,al 111 111111111111! 11111 11111■11•:!1111':;mum11111 IIIN NM■, ._ . _-- -"""� ! 111:I 1 llr.k 7:I r-1I i 3 I 11 I -- - -- 1qi:11 1 , 11 1 i 1 1 N I F i I. 1 -..:.:_ ...,..::.__. -.... ..,__..... _, _. rqq. i A 1 a. _ _. '-""': - ■1YlHI lil!uH1111 p/1A�■nn1xr1111/xl!■111.. T _............x. 114Ilia111M in■imm 11 H ■:11111111111111111111 _.. 1111 {{��T 1 Y111` 1{�I�11 ■I 1 - �(� 1!E EALLOWABLE AREA PER TORY-7000S.F. 41'114 i.n111�[111 Inx11111■ 111H YI•. 111NI;l�IIS�ille�illl ■xWLll11■111 II �I1 _---� rl■911■111■x�1Ir�I�Y�x 11111■1111:■111.■1111■111■111i1111i11111■Illi■illi:. BASE 5 5 PRIMARY STRUCTURAL FRAME Q .,,,,,,��. ,glial■111.111111111■1■111•1111■11111 11111:1.111 IYI■x111111.111■1Nn#11111■111.. ®x.11.1■W111■x1.■x.■111:1 111 tl■ Y.ais .f,11W lyxa H [n I1n IFI 1.■1H1i11M.1N•.[x.■. . �. .1N:■115��AI■11 �Y�-7 E�� 1.,}Ir .■E w1.11�ro1ux11. 1 ___ 1 r`. ,I� 1,1 1 �I 11 �1 1r1�1��1N1� ■_ 11125 N.E. Weldler St. MAXIMUM NUMBER OF STORIES:2 YY 111111Y !■- i 111 1E1�1j1 'N■x.1 1 ■I _ EIIHI11111�: III ■ ----...... �I 1 Iflll - 11111!1.`it■1�1H Portland, OR 97221,! BEARING WALLS Q(1-HR RATED WITHIN i0'OF PROP. LINE) 1H = 1. rl?Irt� � 11�111� rxn.11y 1 n IN .I- - $ x11 f� m.1 -- i1!YI",1 n 17 r : t1111� � [[11 �� -� _ L�® mwlun'infli ,yQ--- .,In/111P■Y1�1 ill.. 11j1'1:.r1n.■ I,_ : 1Office: 503252-3453 MAXIMUM BUILDING HEIGHT:40 �I ,, ,1: _ _ �N'��Y'vu�xxxNNNxxxYY■: e _ p7 11"�/:N N�� 11'x___. ■y111r■IRI NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERA710N DISTANCE) 1 � J i ,' ' Flare 1.11U! 1, ' �■ ■11x111111'1 " 1 -_...-_._. 111 AL, -__..__ __... .....--..._.._.._ __..�:--•- Ml;F1l:�Re11iWM , __ - .�_.---,.......... niI I H:AIxI V 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM.3 STORIES: 60 HEIGHT NON BEARING INTERIOR WALLS 0 1i1x7.x1111.■ 11 ■I1 1 . �11�:1:i11x.11i1 1 IIlry�:I11Y1� 1I- til #_ nEnH llilrl■� 1 IIilil�l iFrA lX1111 I�AIIllililliiII■ 11iiii',,n�fIr.1R11xx 1 illi- • �n`'r� iI iii :�. 11 111'.' ` i 11 11I l ■ 1i1:III` it a1�lYYl lllil� IIS - -- - II II IIl�liiiiiJ i�119x1t1� r >tllpllliliiliiil1 111 ,III _ -- IIII: i� i II 11 I Iii 1'181811 lilit6 ii Ill! - 1 ' 111.1;1711:1111111.11'1IIIIIII1 Illi lil:5063 AUTOMATIC SPRINKLER INCREASE FLOOR CONSTRUCTION 0 ^ l � i� I ��i N 11 1111.11■.■1..1 ii1.,:,i,ili..in 1 11111/1/1 1 III•• IIII 1it--T ^---mar -nHN...Il num ^ ��1{I■ -._ E ■■RR 1.;111 506.4.4 MAXIMUM BUILDING AREAS: ".r7.31 11 111 '( i. __. - AND SECONDARY MEMBERS '�.,.�� 1 1 r rn x L1 1 �• - "`��r�1i ■� .111■11 ti -� __ -11f711N lllllll n11i1 ! 1 m 1�: 1111.111 ! _ V/VI M■1x1!111■ -� N07 USING SPRINKLER OR FRONTAGE INCREASES ==1 1 ®� ®I rH�1�111�4=11• a ®�®� nE:ll In I� I®=- !'11i�x'n1a'xl�Ni; I--�-I€ ROOF CONSTRUCTION 0 1iii---_��III�i��.....++.��1111:MEM.IaN1�r1 H = �I11��_--- ��1111i;1�a��_ _ 1.,[r--�_�----111111.m1r' n"nL;'■■ I 11 „ ^ _ I..I fl:■hill■Iil1i■IIIIH� „ I■ i ■■Il■1H1711� 11111 .i '- �'. �■■II■/1AIn,1111!�1/■11 " (■ 7,000 S.F.x 200%-14,000 S.F. MAX. BUILDING AREA PER STORY.=42,000 S.F.TOTAL AT 3 STORIES I _ r - --- I,I.1,YIr11IIF,,1��ngq11- �I�1��, 1.1.11;,Ji1111 1g�H1L�1��kNi[xl-.1� I 1•�,. -i1n11■II'�,l �tl .... IYIHI 1�1'll"Y�DY•::�:....:: :1 ..■■■ . 46.4p11111x1 ai...••••••.•• _- - l� -.... �,I.i .. JjI ••••■•••••••• 1 II11 nlllli ••'•'•' Iii 111 r■1.11111 II TABLE 1021.2(1) �- ii'■■' Iii __ 111 1 I >�1rr1ar111 111x.t1:,:::ct:•• •;I' p•••• � .. .... .':iidtall II�1a:�.1 i11i.11•1 !1 [11■■i■■i 11 ►1liiiii iiiiiiiil@a"�ir1 �'1' 1"1"xriilliii Iliii�ili i ig liili'E°i� i.'iriYliiii'iiii 111eann�ill�xESY. 1 .II1Iii.'PROPOSED BUILDING LIVING AREA=18,030 S.F. ggSTORIES WITH ONE EXIT ORAGGE55 TO ONE EXIT FOR R-2 OCCUPANCIES I I1l11rl 111 I�IiI Ill;ii1i111 11 .al.E r 1 I ii111::11! IIII:, LII ,1 I�1� 1rsI1311111111' 11 IIl:1� : ? � �I111rI::I:11111:!!1 x;1Ynl.xl,1 1�iillllul:1 111111 , _...._ -, r n al liar 11� FIRE ALARMS ARE REQUIRED FOR FIRE SPRINKLER SYSTEM - --. 4.".,0,71 - --, ■ k -�~ �y Tilly STORY MAXIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE _ _ :prima„ 1.111■IIII■IIx r- - ®-® 1111 l �1q - -----..- -m- - ®� x1!■1a1111■ 1nl � ® L R i ow lu�u �:sumo xl■- �11a EWA ■•a CHAPTER 6-TYPES OF CONSTRUCTION o �_ 1 _ - � � ---= _ ='��;��?;,;=r = "" � :`�;N :�;r � I - -_: n�,��11x1=11x.. -- BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET _ -._ �rs+llkirl� _. nlni Ir1a TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: 1 _ III _:__ 1,1 -1HL1H1L�1111nN'u� _ _ I '' milEr:11tl, En ---- _ " InY 1ax�zxll -1 1 - - - a.1i .1■x•1x€■ - - - Saw- �Hw��el■n n xix / ------ / TABLE 705-2 1 ■ - _ _ ...it.e040 e - 1■111111u11 Y!l11Y1 ...._.. .. - llixn'1i1■Y1I■Nin'4 - - - _ -.-- --- NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION "° _-_- - I - UMW .11. i ,i---/ -' t MINIMUM DISTANCE OF PROJECTION ■Il.xl.a111.1 -- .-- - - ;Ir11f1111Fl11 _ TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE I .•:p:�-r'-m - - I- y;'11.1n1.1 _ - frinxn�1;11� . -_ nr r n■11111111lY v -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. FIRE SEPERATION DISTANGE(F5D) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD \�` �•■r■ z 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED / CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF 172 -Q �_ • 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) REAR -PROVIDE GLASS G ROOF COVERING CO30 FEET OR GREATER 20 FEET WALL AREA PER FLOOR(MOST RESTRICTIVE): 172'x8'= 1.376 S.F. 3132"=1'-0" _ -1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS �r ALLOWED WALL OPENING%@ 5-10= 25% 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. ALLOWED WALL OPENING AREA= 344 S.F. b a; 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. WINDOWS PER FLOOR(8'(12''5)+81(4.5''4')- 184 S.F. • , °•• 712.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR ,d 4',0,,„,_ s' V�6 /1'- 712.4 PER FLOOR(4 18.84 S.F. EACH)- 150.7 S.F. - -- - �„`,F • , 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED- PROPOSED OPENING AMOUNT= 334 S.F. - . .1 TABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. f 717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED -„ CHAPTER 9-FIRE PROTECTION SYSTEMS • ` 1! 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED .. r�„ a 1;• 9033.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. _ CHAPTER 10-MEANS OF EGRESS - - -- l - TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE NOTE: _ (C) COPYRIGHT 2015 ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 1009.3.1 -PROVIDE CLASS G COMPO5TfTION ROOFING - -_- -=- - - . SUMMIT ENGINEERING LLC SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. THESE DRAWINGS ARE THE PROPERTY ROOF SHEATHING SHALL BE 15132"APA RATED _ - -� OF SUMMIT ENGINEERING LLC AND 10063-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. SHEATHING WITH 8d NAILS @ 6'0.0.AT ALL PANEL -` ._ - ARE CHAPTER 11 -ACCESSIBILITY SEE DETAIL 5/DS.2 _ NOT TO BE USED OR REPRODUCED IN EDGES AND 12 O.C. IN FIELD(TYP) - r ANY MANNER,WITHOUT PRIOR ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. WRITTEN AUTHORIZATION. THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS •-DENOTES DOWNSPOUT LOCATION 3 _ " / / NOTE:ASSUMED SOIL BEARING PRESSURE 151,500 LB. S.M. GUTTERS ROOF OVERHANG NOT ALLOWED TO EXTEND PROPERTY LINE • _ . / / LINE OF WALLS BELOW NOTE:SECTION CALLOUT DETAILS ARE LOCATED ON SHEET DS_1 $D5.2 WITHIN 24"OF PROPERTY LINE --\' REVISION SCHEDULE: O RIGHT REVISION DELTA ISSUE DATE I I 1 n r--1--� - I I 1---- ---I I- -, I I--- - I / + 7111 12" I I �----T-----F 1 I I ,- 4. I 1 3132'_1, O.: I i 1 1 1 \ I I i I I I I I - I '. I I / I I 1 I / - 1 �\ I I /� I I I I / N I I 'S I I / I I rJ L. 111 L-r_--- .jJ 1__t -I 1---- THESE DETAILS LOCATED ON SHEET 5 PRINT DATE: ""' 8118/2016 8:04:40 AM Nillli jl ti Jl1.11•11.11111f11H\ ---- - - -- - J ..41x1■Ixl■1x11.11 1tl111. ,tiUFlr1n1I11Y 111111x1.■1111'11,.. --- -A © li 0 IP I 411) 410 I I © 411 ICP 4111 I © 1111 I O i CI . z SHEET TITLE. ... - ELEVATIONS AND - ,---moi - - - - - fi - - - - ---t _/,-.1._ .1k, - - - - 1- -- - - --- - rt - - -1- - - - - - -+ - - - - •--- -- - -1 --��- 1.---1,-\ - - - -\ - 1 - -1 _._ ROOF PLAN - I MANU.TRUSSES @ 24"O.G. r- TRUIS BLK'G Il'ER DE7AIK) DRAG TRU® ► �� 0 © © el © © 1rC -SEE DETAIL 1= um 11 _ -__ - 1 - - - o_ - - --- - - - -r t - - - - - t - - - - - 1- - - - - - - - - - - -r- - T -� - - - - - - - - --- - - - t-- - � - - -- ;I1 r . DRAWN BY: BSY r. i i�� 1H-'.:1 11 APPROVED BY: JH 1111110, ,J1 1/7 i � SHEET:j1 Atill666.:41.- LEFTI 1 ' , , - Il a 3/32-.1-d.: /�:: ROOF PLAN A2Q lir i i � ilidhlik :`� ivs � �� •�� 1m 1/8'_1-0: 6000 LB. DRAG TRUSS LOAD 6,000 LB-DRAG TRUSS LOAD 6,000 LB. DRAG TRUSS LOAD 6,500 LB. DRAG TRUSS LOAD 7,000 LB-DRAG TRUSS LOAD 6500 LB_DRAG TRUSS LOAD 6,000 LB- DRAG TRUSS LOAD 1/2"FIRE RATED PLY.WD. / -• - / JOB NO.: 9812 SCALE: As indicated , .,,,,,',$(-:>_\0.1 N 4-6:Vk 65469P' _ L4 ` OREGOfi1 � NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE +' 1: / 172-0" / � iA � 20'-0" / 20'-0' / 20 0" / 20 0' / 26' 0" / 26 0" / 20' 0 / 20' 0"/ / � f�� PROPERTY LINE S_EE_TYP_IGAL1 BEUR PLAN – SEE -TYPICAL 2 BEDROOM P_AN I 11. '� `°� -� .1 , .111.445.. e.. ° °°� /al' SEE TYPICAL ] BEDROOM PLAN 4� / fie. • ' Il =t,, �. ..-71. 1.me I.MI ■ I la MI ■ �. II I N NIIN ■� M • II •• go, I L 01 _ IKE ff!I_ L. • Client . . . . o �� — DW DW \/ . . 1 •:� I' L_- - /, ['LDw_ _1 L- -_cur / 1,,L._ _ _I /\ - - ® 1 1 ® I a` /\ L _ ` Evergreen Builders, LLC _ I 1 _ BA �J c/o Jae Westerman o / I I _ IIP" • —; 7420 SW Hunzjker Road, Suite D _�� ai, t 0 0 y \ ,/. �1 !� Tigard, Oregon 97223 I! — I ® 1 FFrag _i L va QEFCD f a / 0 M.1 0 T I I 1� / T ;I ice! \ \ II __-___ / eI \ p --- / / \I—V- I -__ / AlkII 14 p Adh. / 11=7771_ I FP3 �� ©Ji! \ — Iii ,ii / ❑W DD® ®DD 'a I \ t-__- / ❑© DD® 4 i am \ ©DD E \ 1__ ;9 ) El��®� MIME 111111111 I —iNM= I \ I I / \ -- / I / I. Project II 4111 �l 1 / \ 1 Lill bi / Greenburg Road Apartments �� I I I 9550 SW Greenburg Road Tigard, OR 97202 IT/ • - - ------- --- , THESE 2 UNITS ARE TO BSE TYPE A I / / NOTE: i NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS OVERALL 1st FLOOR PLAN Designer 78.-l 0.. Builders Design, inc. HORNS $ STROBES REQUIRED AT STAIRWELL AREAS THIS UNIT TO BE MANAGERS UNIT 11125 N.E. Weldler St. — — — — — - J Portland, 97220 Office: (503) 252-3-3 453 SEE SHEET\VT FOR WALL CONSTRUCTION DETAILS NOTE: CONTRACTOR TO CO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION iiiiiiA W1-FIRE PARTITION-SOUND RATED NOTE: ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS I i� i W2-FIRE BARRIER-NON SOUND RATED NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON / PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE W3-EXTERIOR WALL-NON-RATED . - / PAGES D5.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING , ..,.--- . . - - NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS AND FOUNDATION REQUIRED DETAILS 1 I W4-INTERIOR WALL- NON-RATED z - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATIONEi _1 / ` TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL W5-PLUMBING WALL-NON RATED m - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS WALL LEGEND 1/4....1.-0 toi. /7- .-:; , i, / , , :,,i„.. ,,,,;:. , / 172, O'' / S 9 / 20'-0° / 20'-0. / 20' 0" / 20'-0" / 26'-0" / 26'-0" 20'-0" �, 20'-0" / ' 7 6" 4' 0. 5' 9., 9'' 9�, 5' 9. 4' 0, 7-6„ T-6" 4' 0' 5'-9„ '-9' ,-92 5'-9' 4'-0' 7-6" 12' 0" 4'-0 7-3" 9. .-9" 7-3" 4'-0" 12'-0" T-6., 4'-0' 5' 9,. ,-9' 9' 5'-9" 4'-0' T-6" /' Ni , / / / y 18x18<12 CONC. FTG. 18x18x12 CONC. FTS. 18x18x12 CONC. FTG. - - PROPERTY LINE � / 26/D.2 STB16�.B.'S r 18x18x12 CONG. FTG. SSTBI�A.B.'S S5TB16 '.B.' S� B16 A.B.'S 18x18x12 GONG. FTG. l- / O ----- -- -� - --- {C) COPYRIGHT 2015 SSTB16 55TB16A.6.'S /2;0.2> 55TBI6A.B.'S r Fr o SSTBI6A.B.'SSUMMIT ENGINEERING LLC �B.S 1 � THESE DRAWINGS ARE THE PROPERTY ti — —.— ! L — — I — y ,.• ° - -- e — \ ` OF SUMMIT ENAIREER[NG LLC AND I n ` n – r n . n ' J ° — . n n� — — 1 n --- //, — NOT TO BE USED OR REPRbDUCED IN 1 r \ I I I I / \ II � 1 LJ LJ —� 7 ANY MANNER,WITHOUT PRIOR o- — I__II__I \-7\_ I__IU — \ — J . _/ / \ \, I I WRITTEN AUTHORIZATION. . - - -. - / I 1 I I - 6o I I - r9-0°x24"WIDE GONG FTG'S / \ SSTB1en A.B.'S 1 SSTB16 A.B.'S 1 / / 8'GONG.WALLS W/18"x10"CONC. FOOTINGS I I SSTB24 A.B.S I I 55TB24 A.B.'S SSTB24 A.B.'S 1 , 1 SSTB24 A.B'S I a I SSTB24 A.B-'S 1 I 13, _0 m I I SSTB24 A.B.S I I W/#4 REBAR @ 12"O.C- E.W. �� I REVISION SCHEDULE: W/#4 REBAR AT TOP OF STEMWALLS - I I 24"x24"x12" I I I Q 1 I I 24"x24"x12" I 3 O • I1 9'-8" 24"x24"x12" I I SSTB24 A.B.'S REVISION DELTA ISSUE DATE W/ 2 #4 REBAR IN FOOTINGSlit SSTB24 A.B.S � 9'-8" I AND#4 VERT. DOWELS @ 48"O.G. I GONG- FTG'S I I 1 CONC. FTG'S I L – – – r e z — — — — GONG. FTG'S t ' I 9'-8" 9'-8" • 9'-8" r' 9'-8,. J �' L I ' - 1f I —TYPICAL ! Ir I., I .�' – – – v . _ – – L - - s7 r � - - - - semI- - - J ; 24"x24"x12" � — r- � — I I — -LJ Lam— — — - - � J� 7/A\.\\ Ls — 1 GONG. ��1 61 - - zJ /. . Lr - 0 1 , J L J o PRINT DATE: r-fl\- 11 1 4"GONG. SLAB 1 I I I G �} ' 1 ° 557816 A.B-'S Q 1 J I ON 3/4-COMP. FILL I 11'-4" . 61 18"x12"CONC. FOOTINGS ' I W/FIBERMESH(IYP.) , 18"x12"CONG. 18"x12"CONC. 24'x24"x12" I I - $11812016$:04:42 AM 12"x12"x10° I I FOOTINGS CONG. FTG'S 18"x12"GONG. 1 /- / .a 1 .ONG. FTG'S 1 - 1 FOOTINGS 1 I . 1 '. I FOOTINGS I SHEET TITLE: sz — ] ° L- - sz -. — � �- - J - L _ _ _ _ — r 1 — \- I_ _ _ 1 ' L— sz — J : 1st FLOOR & Lib, r— — zs — — z — -- s — z _-- - — - - a '-tea --- -Ls- - b 'Cl) —z - - �I FOUNDATION PLAN L 1 I I 1 TiLJ I I L _I �� 1 I I 1 o I . I o , 24"x24"x12" . I 1 " 18x18 x10 1 �I 1 ` SSTB16 A.B.'S CONG. FTG'S a I 1 SSTB16 A.B.'S I 0 I a 1 SSTB16 A.B.'S 1 LONG. FTG'S 1 1 11 �' 1 I . I 1 0 I : 1 55TB16 A.B.'S )1 .,1 ,, 1 1 I SSTB16 A.B.'S I 411 I ° ( SSTB16 A.B'S 10'-8" I 10' 8" -co 1 : I 1 .° a 4 I 1 . 1 )1_ No.,L. J i \ \ ( \ ___ _i _ , L ._, \ \ ..1_,..„ , • _ . ...,_ ,Walk.. I MEET\ / . - - . —\ \`,— — —/.- > ;6 \ .\— — : /— —.."— —.6.,: \._ — —/ --1 / 64 '‘\\. —, //// — -y _ '1\-1 8\_ _ r\ ,,..- -°- �./ - � �� \_ – � � � �/ \1� – �_ _ �J — � DRAWN BY: BSY NOTE: o 55TBI6A.B.'S a 18x18x12 CONG. FTG. 18x18x12 GONG. FTG.FOOTING THICKNESS SHALL 18x18x 2 GONG. FTG. �T ,, 1x18x12 GONG. FTG. 55T81b A.E.'S FOUNDATION PLAN APPROVED BY: BE INCREASED FOR SSTS 2' 0 Iib'.i-o' G_..__---_--___.._-.T._.__..T __/ HOLD-DOWN ANCHORS,TIP. 2 -0"----) 2'-0-...,,,\ 2'-0"--..,. 2'-0"� 2'-0" 2 0', SHEET: 2'-0" ".---2'6.--00'. 2, 0' 2'-0" 2'_O''•-•-•\ 2 _O 2 _0 3'_O' 2'_0, 2 0., -O" �6'-0" D 4'-O' 4'-0" -0" 0" 0" (/6'-O' 1 0" 4' 0" 4'-O" -D" 6' 0" '-0" 11' 6" 6' S' \ 4' 0" 4' 0" .- -6" 11'-6" \ ( 6' O" 0" )' 0" 6' 0"\ ' 0" / / / � / / / / / / / i / / ) / / , / / / / / / / / /( / 4' / / , / / / / /\21 / 16'-0" 8'-0" / 32'-0" / 8'-0" / 38' 0" / 8'-0" / 38' 0" / 8' 0" , 16' 0" / 172-0" / / / - / JOB NO.: 9812 SCALE: As indicated at PP OFE- 1:77.1 654e, or 172-0 / 20-0" / 20-0" / 20-0" / 20-0" / " 26'-0" / 26-0" / 20-0" / 20-0" / -414-pirAli,\-- ., . IT 610'1' I 4 PROPERTY LINE SEE TYPICAL 1 BEDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN cl? . k . . b , _‘ --Ck• I I I I I I -, I _. --......N 1 riarr....._ r..,_..ware......._.... . . ........---7000.00.....4 4/ / s , / 1 1 . sp.. _.1 Ir 411K,.... . , •_.„.... ..., , NAM. ----....::...."--.11 AI....... .... ... ., . `../4 1 ._ ..1--- - . ..., . Client SEE TYPICAL 1 BEDROOM PLAN TEivgearrgdrieoenreBguoin1d9e7rs2,2L3LD do Joe Westerman 7420 SW Hunziker Road, Suite D gri 1111 la / 91 1 9 1 ili ..... , ...., r- 3, o - IIIIIIMM 11 11 iiiiitig!' r rim 4 1 , , ,,,, , 1 in° / NI - DW Plai • 1111 DW urkti 11 EN) V N'Th 15Io [M — kil 41 I M pi____ .,,. L__mg L_DMINIall Bleen_t 1-2D1Ai———I I CC I 1 DD No 1111 .1 t? lo 110tig, I , , , 11,DIN—7,40...;1441 / / 31.11,1 GI 1 CO REF.1100 ..1 L. +.2.0 i uo. / / *(3 / immi / +3 .D mi A ki ev___LD ___. ......., -a , Iniliiirl / 0' Project \ , AMEN 2 ii.... / \ \ MIMI —IMMEM , Greenburg Road Apartments / AMINE I \ / ..#1 ,it\ / 11.1111M111111111111111 \ 9550 SW Greenburg Road \ et,D ri 0 D,® Tigard, OR 97202 ®DC) E mu. \ liew' 1 7 IMI °De 01:3° la \ \--mom 1 s‘ = / 0 Do® / I _ $614 --.- \ ) 11L111011ilill:\ -m- wjl 1 /\' / I I \ / I I 111111111111 \ / 111111111111111111 $ I / MI ---- MI :If — I / I \ / / - -- m --.„ ,.- / 1 ,\, 1 / / \ / / / in 1 I \ ii cu.', i / i .. ....- mom \ / im . Designer / s\ mom MM. ''IL-.111111 \ ' I ' Min i % MOM I I IMMO —••-• —...c......—.....-t__, , \ I NEM MOM I MUM I I r I / I 1 , --' OVERALL 2nd FLOOR PLAN its .1-o. Builders Design, inc. 11125 N.E.Weidler St. N 1,. \. - / • _ / \. _ - / •_____ = \_ / • / • / Portland,OR 97220 Office: (503) 252-3453 .—...-- . —.....-........-_ ----A, ______. .., LW SEE SHEET WT FOR WALL CONSTRUCTION DETAILS V//////4 WI -FIRE PARTITION -SOUND RATED W2-FIRE BARRIER-NON SOUND RATED / / /I –7 r........., W3-EXTERIOR WALL-NON-RATED t , Z t- Hi 1 i W4-INTERIOR WALL-NON-RATED TJ W5-PLUMBING WALL-NON RATED - - d- - --. '==;-,•_'% 4 . , 172-0 20-0" / 20-0" / 20'-0" / 20-0" " 26-0" / 26'-0" / 20'-0" / 20-0" / WALL LEGEND / 1/4:=1-0 • ,-:- ,/ic.,V ' - -, 7; a'''''•'s , • ....., :, , / / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC PROPERTY LINE THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC ANC) SEE TYPICAL 1 BUROOM PLAN SEE TYPICAL 2 BEDROOM PLAN — ARE A , k . . ,. ., b NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR • --- _1 WRITTEN AUTHORIZATION. ••-•;k\ I I Li , ,..._ _....,...., .. ...,..,—„-_.... SEE TYPICAL 1 BEDROOM PLAN 1., 41111[7> s-- AFAIIII , ' ---"* .............iNie 41116111 ' k 0.1•1 JIM ' NIMINI ' , ------ .11, . REVISION SCHEDULE: REVISION DELTA ISSUE DATE 11 36-2 MAX.TRAVEL DISTANCE 40-10"MAX TRAVEL DISTANCE , TO EXIST STAIR ACCESS Jr TO EXIST 5T'IR ACCESS \ 1111 lig 1111 la gli II L -i-d-F •"F 1 1 zri 11111 I ii 11 , . . oe do g: 6 c., , i•0 •• 4 MI g 0 0 • 1 DW !Et I in DW • LIU it/ I PRINT DATE: •0 . 0 o Ep Y El : D CC, im .0,,,L Dw r L_ n L cutv___I L __Da_J IBM DIN__1 _1 uy__ 4 8/18/2016 8:04:44 AM I F-II IhM" / r--- --si lk ' OC I I DD tip 0 ro 111D 01 illo REF.Ili 00••• __I L. :oo in i SHEET TITLE: ii......1 0 i , E D, 0 . / al I \ G 2nd & 3rd FLOOR PLANS \ 1 \ 01111111111111 / mem , / 1 Ill 1 , 10..11111lia$ s\ -, i MIMI ' /1r, 1 1 \ \ eBri 0.— , , led) 'E . / 0 pp® amp Ei Poem ‘Ev Do,® / ___ ;j4:1 _____47.....____ E D,® a 1.... / ',...........L... c.IM.MIL!.. .....1........." \ ' ' \ , I J — / I , \ , . / 1 I \ , if N4' . I ' $ 1 / J 1 I , s 1 . DRAWN BY: I 0 I --- .____- -_ I II ...... ,_ _........, ... APPROVED BY: -1.• , ' „ •___ ____,/4- • _ / • / OVERALL 3rd FLOOR PLAN / „.,/ -\\ _ '• / • / • / ,_____,— -----.......,,, .,—_ ---. 1/8 .1-0SHEET: DISTANCE TO END OF SEE FIRE PROTECTION DETAILS FOR — EXIT ACCESS STAIR CEILING ON SHEET 7 DISTANCE TO END OF EXIT ACCESS STAIR AT ALL STAIRWELL AREAS A22 ..m,,),,,,,M ACCESS IS 64'-6" DISTANCE IS 100.62' -MAXIMUM ACCESS DISTANCE IS 105.33' / / JOB NO.: 9812 SCALE: As indicated �ec PROF,- 48 P ORre.) or ,,,,,„„.„ ,,„, ,, A4„ ,.,„ ,_, r ,6,,,,/,0,7, 1/4„,,H.,,,,N,, NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 713.3.1 THROUGH 713.3.3. COMP.SHINGLES ON 15#FELT ON 1/2"CDX PLY.WD. GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS I MANU.TRUSSES @ 24"O.G. ilk DS / / .\ / r `- - -- - - - - - 2x SOLID BLOCKING client 077.7/77-I I I 1 Evergreen Builders, LLC awl I L - - 6�. do Joe Westerman CEILINGS AND EAVES IN THIS AREA TO BE 7420 SW Hunziker Road, Suite D It� Tigard,Oregon 97223 . PROTECTED WITH 5/8"TYPE X GYP.BD. \. (GOLD BOND FIRE SHIELD) 42"HIGH GUARDRAILS 12"MINI-. 36"HIGH HANDRAIL. 42"CJARDRAILS ink—� NI SPACE PICKETS AT ALL S1 Al ?S AND LANDINGS TO PREVENT 23/?2"EDGE-GOLD SUBFLOOR I DS 1 I PASSAGE OF 4"DIA. SPERE. I I i / / L - - - - - - - J i i9 19 i i 1 N 1 1 N 2x10 JOISTS @ 16"O. - ; --- Ds r Project / 1 I r 42' HIGH MAINTAIN 1/8"MIN.SPACE BETWEEEN © / • ...i'',"*.--- i i i 9550 SW Road Road GUARDRAIL 9550 SW GreenburgRoad THE SIDING AND THE WATER MEMBRANE � 6x10 BEAM r �' i I I I Tigard,OR 97202 a ' .'.' I l I I 1 L ,- 42"HIGH GUARDRAILS " r - �.' � ; i .� 11 , I I , i / / ' / / 23/n"EDGE-GOLD SUBFLOOR I 1 3' MAINTAIN(MIN) 'MAX'I Designer LESS THAN 27 HEADROOM 11"MIN.RUN „,....C.:-.1„,....C.:-.1' 6-8” Builders Design, inc. I11125 N.E.Weidler St. Igah1 � � I 16 RISERS FOR STAIRS Portland, OR 97220 VW I I I I I I 1 i I 0 I I . 2x10 JOISTS @6"0.C11 I -11"RUN/6-7/8"RISE Office: (503)252-3453 © —t \ (It) 5/8"TYPE X 1 24 1 GYP. BD. (TYP) 1: - DS I 'S1 � I Y 1 I 12"PLUS WIDTH 4x8 P.T.JOISTS @24"O.G. 1 � I I —, I I OF TREAD 7 R-15 SLAB EDGE iNSUL. 4"CONG.SLAB ON 3/4-COMP. FILL -� i C 9x13.4 STEEL CHANNEL —, 1 lac DECKING W/FIBER MESH MAX 4" - - J / 6x8 P.T.BEAM N—' I j. 24").36x17 FTG. 1 �„ I 2'-0° RADON VENT 1,2' -0° Z1 �I _ �_ -- , -D -r• SEE DETAILS ,� I I 8 GONG.WALL n I 1 \V/#4 REBAR @ 6'O.G. E.W. Section 1 ,tit, 7,,... a II ON 18x10 GONG FOOTING 1/4'=1-0' , . , ,,,,.A ""--' L J - , ,, ,_ W/(2)#4 REBAR % AND#4 VERT.DOWELS @ 48"O.G. °,i - t;,, ,,,.-41:,'- ' 7 rF =` _-- --7- / . ,.4%,,, ty z NOTE: MIN, 18" FROST DEPTH ON STEM WALL FOOTINGSz / / - "AI\TAI\ CO\SISTENT TOP OF STE`1 WALL ELEVATION r / TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY Aliel �,-� OF SUMMIT ENGINEERING LLC AND r - - - 1 1 - - - 1 _ _ r - - - 1 ��Tii 1 - - - 105 1 - - - 1 1 - - - 1 r - - - 1 w- ARE r - �lJ I F- - �. " i r - �' ' I r `" I t- ` I r �lJ I r ' ".�J NOT TO BE USED OR REPRODUCED IN I I I I I I I i I I I I I I ANY MANNER,WITHOUT PRIOR I I I I I I I I I I I I WRITTEN AUTHORIZATION. 1 I 1 I I 1 1 k I I I ! I I I i i I 1 1 I I I I I I I I / / I I I I I I I I I I I I r --- 1 I I 1 I I I 1 I I I I I I MANU.TRUSSES @ 24"O.G.' I 1 I I I ' ' REVISION SCHEDULE: I I I 1 I I 1 1 I I I I 1 I I I 1 I I I REVISION DELTA ISSUE DATE i I l 1 I I I I 1 1 _ r - - - 1 1 I i 1 I I I I I I I I 1 I I I , 1 I- 1 1 I I i L _ _ _ J L _ _ - 1 L - _ _ J L _ _ - J L _ _ _ J L _ _ _ J L _ _ - J SEE PLAN FOR WA.L TYPES SEE PLAN FOR WALL TYPES /� r - , _ W r - - , r - - 1 _ /11 ► r - - , r - , /11 r - , PRINT DATE: _ - - - , I r ' ` i t 1 r ' I- ` I r ' ` 1 1-- - - -- 1 I 1- ' ` ' I I � I I I I I T 1 I I I i I i 1 0 / 8/18/2016 8:04:44 A� NW I I \ I I I I I I I I T I I I I I \ L _ - _ J L _ _ - J L _ ._ _ J L _ ._ - J L _ - _ J L _ - _ J L _ _ - J / / \ Fl SEE FLOOR CEILING/ASSEMBLY SHEET TITLE: CROSS A r _ _ _ 1 ► k L•Ti6► _ �' ► _ - - • AND DETAILS r - 1 r - 1 r - - 1 • r - - 1 r - - 1 • r - - - 14 r - - - 1 r _ _ _ , I I H ' ' ` ��I+" I H ' _ .. ,, I I- ' ` - „�+� 1 H - ` I H ' ` - `e I H ' 1 r - rip 1 I 1 I I I I I I I I I I I I I 1 t I 1 I I I I I I I I I I I I \ L - - - J L - - - J L _ _ - J L - - - J L - _ _ J L - J_ J L _ _ _ _1 L - - - J \ ,,�,�r� �VTf91 Ti? Fl f....b 3 .F.E.=246.25' F.F.E.=246.75' _ r -s _ _ F.F.E.=245.50' ul / / I F.F.E.=244.75' U DRAWN BY: BSY 1 1 U L _r_. - J APPROVED BY:Li / / Section 2 SHEET: 1/8'=1-0' A23 r JOB NO.: 9812 SCALE: As indicated SHEARWALL SCHEDULE c tNE u % FLOOR SILL PLATE DRAG - ° , 65409r. / SHEA PANEL PANEL EDGE TO RIMBOARD& TRUSS TOP&BOTT SILL PLATE R THICK- NAILING3-T RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' tio WALL NESS PLATE BELOW WALL BELOW NAILING' ATTACHMENT " 4 0 Q IN, OREGON TYPE ATTACHMENTS ,_ 6 6 16It: HPA A 15/32" 8d at 6"o.c. 16d at 6"oc SIMP.A34 AT 1/2"DIA at 36"o.c. Va=280PLF — ‘k, )1L i Ilik i 16 OC Admi At= tx/f76/5611°1 B 15/32" ::::: . 1&dat4"oc SIMPA34AT - lk 4414C 15132 . 16d at 4"o£ - 10d at 4 0.£. 112 DIA at 20o.c. Va- SQPLF4 ,4 �' 16d at 3"oc J D 15/32" 8d at 2"o.c. SIMP.A34 AT 6"OC USE 3x 1/2"DIA at 14"o.£. Va=730PLFA SDS 1/4x3114 at 8 8 O 6 : B 6 A <3> 8 8 I E 15/32" 10d at 3"o.c. 6"oc USE 3x 1/2"DIA at 12"o.c. Va 8 8 A.87OPLF 8 B 8 A 0 0 SIMP.A34 AT 6"0C 0 0 2 SIDES SDS 1/4x3 1/4 at - F 15/32" 8d at 3",o.£. 4"oc USE 3x 1/2"DIA at 10"o.c. Va= 110OPLFA - - Ilk 16 _ -'-` - - A SIMP,A34 AT 4"OC 0 5d COOLER SIMP 0 A34 AT - 0 2 OR 16d at 6"o£ 24"OC "112"DIA at 48"o.c. Va=22OPLF — — - — — LAYERS WALLBOARD — / 16 sk — . _ _ . / / Ai . (2)2x.PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING. 3x PLATE MAY _ T _ —r! 'T / 6. _...../ / Client BE USED IN LEHU OF(2)2x PLATES WITH NAII..ING- \ i i�_ II=1-1 / i--- 7 \ \ _, / \ \ i� / Evergreen Builders, LLC 2. APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL UN.O. , / r-__ \ / r___-1 \ , — , / / C/o Joe Westerman \ ��__� / \ t.___� / / 111111 \ \ \ / 7420 SW Munziker Road, Suite D - 3. ALL NAILS SHALL BE COMMON TYPE- HELD D NAILLNG AT 12"OC TYI� n • I 1 \ Tigard,Oregon 97223 " r.rte j .. 4. MINIMUM 3 BOLTS PER 4"-0"LENGTH OF WALL. / \ iiiiyr- / \ / - \ / w \ A MOM 5-ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"M NIMUM EMBED A / / \ ®Gc �G' / \ 0/ 6 PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP / \ Ao % 0 'P - Illr �� 0 / \ 7. PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. N / \ .)1 \ w / 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE NAILING", 9 SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT „, ,/ t / / I—.IN , / N ..............._— lim— .,. .1. ..L .m,if 4110. ......--.............__—mlo, 'NE—___!........... ..., lime.... =.............-mil/ lis.. ..L......• .' ..• .^—millNi,........„......, /. / Pr C 6 6 6 �6 6 6 oleo HOLD-DOWN SCHEDULE — — 6 Greenburg Road Apartments 0 0 © © © 4 0 9550 SW Greenburg Road Tigard, OR 97202 REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR 1st FLOOR SHEAR PLAN DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST' BOLT”s REMARKS / / OPENINGS BOLTS TO POST 40 0 v8 _1-0' 1 1 / 1 CS16 STRAP 13" 22 8d 2x - Ta= 1705# r Designer 2 CS 14 STRAP 16" 30 8d 2x - Ta=2490# � -j 1 1 1 � 1 3 CMSTCI6 STRAP 20" 50- 16d SINKER (2)2x Ta=4585# t_ 1 \IL Builders Design, inc. `��— 4-V -. — — 11125 N.E. Weidler St. 4 CMST14 30" 66-10d 4x Ta=6490# ," 1 I I ,� I 4 © I4.H.... I 111111WillirC Portland, OR 97220 5 CMST12 39'" 86-10d 4x - Ta-9215# �`,� or '�,� , , 1,11111L Office: (503)252 3453 6 HDU2-SDS2.5 6-SDS 1/4x21/2" (2)2x SSTB16 Ta=3075# , 4r� � ..,w, 7 HDU4-SDS2.5 10-SDS 114x2 1/2" 4x SSTB20 Ta=4040# 8 HDU5-SDS2.5 14-SDS 1/4x2 1/2" 4x SSTB24 Ta=5025# 9 HDU8-SDS2.5 - 20-SDS 114x2 1/2" 4x SSTB28 Ta=6605# 3 3 © 0 A 1 A A 1 A 0 A 3 00 A 00 II 00 © A ,,�' 00 0 ,,�' 3 00 3 10 HDU11-SDS2.5 -` 30-SOS 1/2"1/4x26x6 SB1x30 Ta=9535# V------..___. 11 : HDU14-SDS2.5 - 36-SDS 1/4x2 1/2" 6x6 SB1x30s Ta=9905# 0 0 12 HD19 - (5) 1"DIA BOLTS 6x6 PAB10-24 Ta=#18000 c A -NNk, L A / / 0 i 1 / / 1 HOLD-DOWNS ARE"SIMPSON"BRAND UN O. - - -. .. , 2.LENGTH APPLIES TO ALL STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL \ Mil \ IP / \ / 0 , , HOLD-DOWN STRAPS, BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 1 `— 1 3-FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 84 NAILS N 13"OF STRAP BEYOND WINDOW OPE IG. NAIL INTO 2x e \ 1 1 / NE z FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 84 AT 16"OC. © r Fr A p µ 4) 4 (2)2x6 NAILED TOGETHER WITH(2)ROWS 104AT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTCI6 AND HDU2 HOLD- \ IIIINNEMil \ n / / \ ILII m "7 ,, , ' 7: 1(4 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MLNIMUM CONCRETE DEPTH REQUIRED FOR ANCHHOR TO MAINTAIN 3"CLEAR BOTTOM OF N MEM / . N / - /11 \ N I� / FOOTING. IMP" I A 11111111111M 6.REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND / \ / \ - _ / \ A GREATER}- _,.�._.. iIi :- F—��_ -� ,..) A / 71 IN THE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MALNLY USED ASA GUIDE TO ENGINEER- 0 ,,,,,A \ A _ A wr=-=_= / r .,.,„. . 8.24"EMBED LN 8"WIDE STEMWALL REQUIRED FOR SB1x30. , 1. .s...8 . 1 „,_ ��-:-�r� 1 -� ,w-1 . N ! 137 )7/ --- =r ---r . =;ter irr- __r �. ...► SHEARWALL-PER PLAN 111141'8Wisi-- r 1111111\ —'.-----%"."171,1 iir. IIIIII\ =AMIN. IIII. 1 ` 1 2 ., :"R 'EAR PLAN / / I -1-D" (C) COPYRIGHT 2015 STRAP AT UPPER LEVEL Q © A 0 0 9 SUMMIT ENGINEERING LLC -PER PLAN THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE OQ Q NOT TO BE USED OR REPRODUCED IN I 1 A WRMI TT NEAUT/HORIZATIO OR 11 11 11 1 \Ilk k Ali 1 1 1 1 \IL 4 1 / / STRAP CONNECTS I ��— I \VA '— I 0 I l • IL111111M:Ii �— I / / FOR COMPLETE LOAD PATH ir� ' k 4Sitillir REVISION SCHEDULE: 4111Pr 4 REVISION DELTA ISSUE DATE if i Ali& N.. lik. a ..,eill. . N. 113 FA" ,....,4 _,,,...,. . .... HOLDOWN PER PLAN IIIIIIIIIIIIII 1 1 A11 A- 10 0 1A 0 1 A ,,�/ o ,k/ 0 0 1 A.B. PER PLAN 0 0 Di . _.„-.. - , _,.. , _ = . ° -- 29/05.2 - FLOOR TO FLOOR .,,� c PRINT DATE: Kd: - HOEDOWNS A - - ...4,„ _ A / 8/18/2016 8:04:51 A% U2"=1-0" L 1 L V---...--- 0 - - 0 / / — — I � � -- I SHEET TITLE: \ / _ \ / A -FOR 2"0.G. NAILING, STAGGER AS SHOWN \ 1 / 0 PLANS WALLS -WHERE DOUBLE 2x ARE ALLOWED AT SILL E TOP PLATE FOR PLANS TYPE"C' STAGGER CONNECTION NAILING,TYP. \ / % / / / N t _ -�� STUD ff FIELD NAILING PER SCHEDULE \ / / \ \ / —/ / --� \ / [r.„0„..1--' \ �� . . \3x PANEL EDGE MEMBER /.F ! \ / — \ A / - \ / — \ - \ A A / \ \ \ ' iN' - '� �� / A ( O / _ / 3x PANEL EDGE MEMBER O \ / A - -- 0 - DRAWN BY: BSY 3x PANEL EDGE MEMBER / • / \ 0 - / APPROVED BY: \ / / \ 11 ,..wir II: / / 4 6!! i , _--- SHEET: ..,,.._..,_..., . • , , 4 4 e • , de 30/05.2 - SHEARWALL NAILING o 0 0 0 . _ S24 AT TYPES G. D, E U F 3rd FLOOR SHEAR PLAN 1/2 =1-0 1/8'.1-0" / / JOB NO.: 9812 SCALE: As indicated c OPP1C 654p Ar BUILDING CODE SUMMARY NARRATIVE - - - -- - _ _ THIS BUILDING CONSISTS OF 6 1-BEDROOM UNITS AND 6 2-BEDROOM UNITS _ _ FOR A TOTAL OF 12 UNITS.1 UNITS WILL BE USED AS A MANAGERS UNIT ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS. _ -- - -" " - - - - _ SITE INFO: - _ - v _-_ T - -_ i. _ - - _T _ ___ :111' ,~ i ``�. GENERAL INFORMATION - - - - -= .Ili Ili iiii1. .1111121u. .1m111111'mnlmnlmo .Ilimurm.. .lmwmnnl. x-'- .em11mnlmlxmmmmmnu. Pr 6/56 7- goi • Property ID W273156 ■Imnmm�mw. _- .Iminmm�mumrl .Irnminlmmmmmmnmamnnl, _-- -_ _ ._ FIRE RESISTANCE RATING REQUIREMENTS FOR .,mnaumnnmm�lu ..Ifl r ,nm'nminniin .I.Nlnrinmmmuu,rinnnnnfmminmu.. ..2Nm - .IfI1112�in/111N1iI1Nn lixl. -- ,.Nrmmmmnflmm�rmmmnrmm rafnu, ---- - _- r jlulfurmiummin. ./11mf W"-'---•-'---"'•11 i Imn. -Nii� ..Iiminminmin/11llmnnnnn(t�nm! �` • County WASHINGTON I/111mi■' -.I�Imin. ,- __ ___ • �/1mm., � ..1111111/11/1 m mmxlmm mmlx.�-- --- --- EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANCE airnr•- „� I11rn111. _._ -__ "'"�", ■� -.ilm++ln.. /mlNmin.'�I lnfmminml r INS- �� • State ID 151260000900 X 5 1 .no- qq�� n�li!�"1=- - •rn�� nnmlNnrin l mmmnnr < - - '. -- -._. - ' ' - - - ••'� in �� ....,... ,.....�..�,�...�.,..� Ilnir...�.....,_...aa, m,��.....,.....-,1u111 IIIIIIIIII. • Alt Account# R2382$2 5<X<10 1 I>� 111111 ami Nen 1,11111 xl� �rfrfE Rf Ir .7.- ur ;in.: 111 m n Z� 1'1111• 111111 flax 8111111 ME111111 1111111111111= SITE INFO .r m m x 211 �� MIN UM mr11 tam �. mm� 10>X>30 Q Ir1lr�1 111 111 II n �■� �I 1111 11E6 11112 an, auto mom 111 I. �I n MI IIr� �nlf1 111111 0111 111111 121111 immums • Site Address 9550 SW GREENBURG RD lr 'ry �1 111 a �C� nn F n11� Irani nnn ■� n�f. X>3Q Q 11rr1�1111 m 11 Ix m •� �Illlr HA et rn, 6.111.............. • City/State/Zip TIGARD in �'..�� .min iiiAM&� Simi 1, ni n1� �� \=1q �� I JIIMOI �� X17.6"'irlll11/11NFf11111■111 121..x .1111,IiU111N111i111i�11110111111'r11H111fl1x� UIIII1Hnmem BM11I�ll�lmlriltllllFlrll�BIN1121n�( ,�1 11'1111111f111'11/111m1■I11rNxi1nfl11111N ASSOCIATED CASE NUMBERS: �� mr11aannn111aa narj i g� p�� 1nalllailiiilNfiinfig 1 1unat ">Inn ill"fi�islii%11imalaIN1'1121 :' 1111 I1'I111/ai11igIItI$I la11'�"11Hi to nifl�\ '��I i 11 111H011111f.2"11122 �I fp FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS �,1n'Inlrnnnnlmnr11� 11111 �\ J rum rl1r1211x2I111nrNl i � 11arn22/nl nlunla2na raaln11�\ �1 Ifia II rinln x11111 111flla 2111 SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 �.... m�ll1:m14��m_nm m ff�arr"\ �rmnr i mS1I. 1 ��' hlr l�almlln'3��n�1�1;;;�111,� 'm"�"�' �'wri ',n;,11�ef�1n'I � � nfii�' N�� TYPE V-B ..� m r�1 - u IH W■• �m am l 1111111 mrn 11 Irrx11� ADJUSTMENT(VAR):VAR2014-00010 -1.11 111 °t IIIIIII� - Ira n �� pr nnrfi nm mm �m 111 1 ollnr�n u m mr1r� m� 11111 null 111111 nnn �� ADJUSTMENT(VAR):VAR2014-00011 PRIMARY STRUCTURAL FRAME 0 I.. lr In nl a -n- nnn Im1 111111 Nnr1 �� 11 N �,/1 1111!• iF/1 II 11fi 1 WEI 111112 r� In 117 n ! FM MI MI 11111111011M1 11111111111111M BEARING WALLS Q(1-HR RATED WITHIN 10'OF PROP.LINE) an �11 NI m r�r i� �. 11111 VIIIMIMI OM Mk rm1 �� 011111111111111 Ix 1 m a 11111III In to nm, 1 n11m11111 nl 111 n NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) nionmn � � 11. 111 � �.� �� ,r r In � �► �11111 Illi 1 1 I' I I NON BEARING INTERIOR WALLS 0 11 I ' I IJ1j& n l 1 1 1 11 1 '� I �� r I I� l I .itifl mi1�1ti`11 1 ora YI IrlutBt i ul l llfl11� PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESC 401.1 mow tam �' ° IIIrItnl�lminHl� iiul r��11 '��'i�'1,r�txiitlNfn/al 11x111'Farm"�I�,.uiinuiiniFilnin,, 'i r1i'r'1ii�lni rili'uinnum iR' / / WALL INSULATION-ABOVE GRADE R-21 FLOOR CONSTRUCTION 0 ..�■. na•1aa1/.....■ .1 a....� ,ma/ailld 111a1N11xmfIN1� X11111, nMa.Il•..■I..n■tl 1�I� ■II�■�Ir11■■/•1�11"1•••in �+� .aaa'N■'rmnnn�lrxamu■. 1yn,M«••�... ••�� iiini _ WALL INSULATION-BELOW GRADE R-15 AND SECONDARY MEMBERS .■ i. , , .. ,. ��.n1 m .. 1111 n , "m. i' '1111' a .1�rm / / ul ill - C in 'r"r 1�� Inn �rll I1�■ of u1i ........ .. II• III MI am. 2l rn �� 2111 Inr "....11 as I11I IIS Cllent ROOF CONSTRUCTION 0 �II� m 1 MU 111 1 r �I 1111 11 I■MI■al IIIA Ila ■.MMI FLAT CEILINGS R-38 ___ In n �� II x nri �� Marn nn iai ____ ■..1 nn lm = 111 2�m �r �1 un urn 111■�■L.1 n� Eye 112111 •�.In�:.r, t:at■ ;tins•: �.;.a a. 1..........m..." jr- ..� :=. .,��G ....tl■ ., -•.na, ." :ai'•• �.xu�Iw.± ■;;u �1:. .,.. ��: ire Ever Evergreen Builders LLC VAULTED CEILINGS R-38 TABLE 1021.21 :�r,a_1 ., 1.. Vegas:: I• ai L ,n.i ,1177.1.1 irtit:li•e,_1 211 --a. '.m: M2i1: Ani Ili; irli..N 1h a.er () !!-w■em 11 '.na, .:y. 1'.::i■n �•fnw.�lj .®. i■rpt®!♦I EYA a■®. ■®..w'l! iii® 'Nay. _____ ■/Il iw•� i �i�i I wi•I�Ni- n!#i:'1 J:�. idi !i•� ✓oJ • 9 i.•-,• ... ,M4! i�' 116 i�j. 1 1*iIwo.='1 !ma - _,• 'f,OSE.r. r e -- - j s NliN '•.sI-- - -j I.�.:r J . _ .-.. ',�.wo.lz o _ �.m : C/O Jae Westerman R-3 i.... t.. - ---Ie'ri _ v.9. :1:- •iii - L -- 111■�1�1 _.d 0_ UNDERFLOORS 0 N;Isn.;a.N "�:.r:•9.eI9 u.rii N.s!: 11.gni 91.,a■r-i1n..��_.,.I•i1 x111 N.I.mil p:•9 ®.111"01.19x!11 Ci!als vis l•�Y1P.4 ®I.�QVI ii+ 9®.■ �iP:•l aY.•�®.•r�,il,,+�®■ �Q�.•�® STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES 1.11- 9.1. " �.I .. �„� _,. .• _� ..w w .w _w :. 111.�.�1 _w _w _. _w .. 7420 SW Hunziker Road, Suite D . :ai.n--..vri•-arr.-.2fa_a�a.a,pists--•. , ..r9,i t arm,egepee.o=.ei,1 ly.-a.oF4ramfa ci,-,a 310,2: ,1x2 �:i?.1":a al:46J:12NI:s:,"1 lode-ofm:a,pa_cra::e'�f'..1,__a.a. a0a:a 10:it "";° : �-'.•'".1:• .11'-^■""�;T_��a.a..��w� fr♦•�� ••n".91e• IM®9.•�.'•®9:_.L'tlf■.•®"...`%w w..�.......�-w....-w..iMfb-la.9r"..9.-®9i: :19 �."IL ,.... �-wrrl:.'_�-w._«...� an_.In1.1!...a■..WM. .■911 .11' .... .1..� r��..11111". ..r1� ...00111•1,111`!s .i.. .■�.....■. ,.. .,..e 4., ..f. ...9,. _f. /..MEM1�nP��IdQ.®�.■ .a®tea M..ris"®e2�!.r''i1 r...ago...: tom ^.'..r it ' 5 3:p,r:E::::. .c: NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE CR . 92'-0' s 20'-0" 20-0" 26-0" 26-D" / 4 '1L / / / / / LICI)6/55/241' PROPERTY LINE 0 SEE TYPICAL 1 BEDROOM PLAN , _........M1/ I. 'Il ‘s«., ±.4 _....,. ., _.,....N, 41 ourpr.... ' ss. ,, _1146 iiiiii,.. _...#04 PE B ACCESSIBLE UNITS TYPE B ACCESSIBLE UNI TYPE B ACCESSIBLE UNITS TYPE B ACCESSIBLE UNITS SEE "YPIGAL 2 BEDR00`1 PLAIN -OPTION B -OPTION B -OPTION B -OPTION B Iii / • / N ,.......,„,. I H / / s K •rM tl ow , ./1111111111 ( Client �� ' I. '�� Illil •, ill�I Evergreen Builders, LLC 111"1591i �i c/o Joe Westerman \ /M=111111111111111/11/1//// ^ 1141111 I t7420 SW Hunziker Road, Suite D ,lam III �1 x� li ��` �i U * Tigard,Oregon 97223 u fill1111u I 7 /, $ X '""T"'"" (3) --7 cip LI] / \ Brej/ I41, ism\ 1 El D.® / I Illa \i oi-iill In I \ \ I �� . Project I1III!111 Greenburg Road Apartments 9550 SW Greenburg Road 1 =1 Tigard, OR 97202 a �I / / • / / Designer OVERALL 1st FLOOR PLAN Builders Design, inc. 28 28 1r8"=1'-G" 11125 N.E.Weidler St. 05 vpy Portland,OR 97220 NOTE: Office: (503) 252-3453 HORNS E STROBES REQUIRED AT STAIRWELL AREAS SEE SHEET WT FOR WALL CONSTRUCTION NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS r///////4 W1 -FIRE PARTITION-SOUND RATED %/%/02I W2-FIRE BARRIER-NON SOUND RATED NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON / W3-EXTERIOR WALL-NON-RATED / / PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING LO '. A'm. AND FOUNDATION REQUIRED DETAILS I 1 W4-INTERIOR WALL-NON-RATED Z o g :' �. J �. . NOTE: p W5-PLUMBING WALL-NON RATED m d1 ENSURE ADEQUATE FOOTING T-IIGCNESS FOR -OLD-DOW\ ASG-ORS LEGEND 49 A. PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE 92-o" WALL _,_G" 0" 20' 0" 26'- - NOTE: VIN. 18" FROST DEPTH ON STEM WALL FOOTINGS / 20'- / / 0" / ', ' ' ,.:-;-77 '''' , : / 26'-0" - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION4 ,":X.V ' 7-6., �4'-O' 5'-g„ 2._9 .-9 5'- ,' �4,-0„/ T-6" 12,-0„ /4'-0' T-3" '-9 '-9), 7-3" t 4'-0"/ 12.-0,. / " ice, - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGSa: i-., , :'„ ,,;. ' - PROVIDE (2) #4 REBAR EAC- WAY IN ALL 24"x24"x12" GONG. F-G'S 24"SQ.x 12"GANG.FTG'S - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30"x30"x12" GONG. FTG'S SSTBISST POA.B.'5A .5 PROP RTY LINE W/(2)#4 REBAR E.W. 24"SQ.x 12" O•NG.FTG'S IIII J / FOOTING SCHEDULE W/(2)#4 DEBAR E.W. IN , 55TB155TB2G A.B.'5 ABS. n-, ' 55TB155TB20 A.B.'S A.B.' (C) COPYRIGHT 2015 !® -48"SQ.x 16"DEEP W/(4)#4 @ TOP ft BTM EACH WAY o - --- -- SUMMIT ENGINEERING LLC ® —60"5Q.x 28"DEEP W/(5)#4 REBAR TOP ft BTM. EACH WAY Illi , THESE DRAWINGS ARE THE PROPERTY 0 -8'-0"LONG x 5'-O WIDE W/#4 @ 12"O.G. EACH WAY. BOTTOM —.— _ — — 111 — — OF SUMMIT ENGINEERING LLC AND ARE (SITS BELOW STEM WALL-ANCHOR BOLT NEED 24"MIN. EMBED) o n '" ° 4 n `Ajli n a NOT TO.BE USED OR REPRODUCED IN < I— I —� I U U ,° �— — ANY WRITTEN EDAUTHORIZATION.OR REPRODUCED OR 4"CGNC.SLAB ON 3/4-GO 1P.FILL I —" L1 L_ — //'---'-T,, I I — r' `. I a I / / W/FIBERMESH TYP.) I I ' I 5576 .3.'5 SSTBI6 A.B.'5 I I / / = I SSTB24A.:,.'S I I SSTB24A.B.'S SSTB16A.B.'5 0o I �' I 3' 2, F-- SSTBIBA.B.'S in REVISION SCHEDULE: + SSTB'.6A.B.'S I < I + �'_ ,. + I I REVISION DELTA ISSUE DATE I I I I ® I 14'-0' (,► I 13'-9" _ ( ' I SSTBI6 A.B.`5 (�' — — — L — — I � I SSTBI6 A.B.'S � I — L — w l y13 -s's-- lx3C A.B.S ® OA ' L — SB1x30 A.B.'5— :/ \ - I ' I E is r I'' SSTBI6 A.B.'5 0 8°CONI.WALLS W/18"x1O'GONG.Fool NG / L_ .......1- ® I �' I `'� �I I PRINT DATE: W/#4 REBAR AT TOP OF STEMWALLS 0 '. � ) 1'1 L — L — L I �- ,o / 8/18/2016 8:12:24 A/ itt W/(2)#4.REBAR IN FOOTINGS I ,I +n • ! I 11'-6" ` ( _ ° "I n AND#4 VERT.DOWELS 48"O.C. 18"x12"CONC. B I n / / -TYPICAL I I I FOOTINGS I: I ® ® .8 ® 55TB16A.B.'S I - SHEET TITLE: ` ® LI- -- L a 1st FLOOR & _ Q FOUNDATION PLAN 18"x12"GONG.FOOTINGSAall I o .` ®( ( I I I I ` ¢ I I ` I 557816 A.B.'S I . - T-8" o SSTBI6 A.B.'S o S5TB16 A.B.5 I L .__ ,e� _1,1,7_ /j o I I O I . I i ' SB1x30 A.B.'5 a I SB1x30 A.B.'5 3'-10" �' I 16 I I a I �:� ._-C I , r L J L J L- - J r — J 11A, ___ /47----- -:___-_ _-___ _t__ _ 4_,._,—.,• - \L ,Iik ' ' DRAWN BY: BSY SSTB16A.3.'5 SSTBII6A.B.'S 4 S5TB16A.B.S APPROVED BY: .STB'6 A.B.'S / / .. -0' 2'-0". SHEET: 2'-0" 2-0" 2'-8" 7-0" `-0" 6'-0" '-0" 4'-0" 4'-0" '-0" 6'-0" \ '-4' i3'-6" 6'-6" 4`-0" 4`-0" 6'-6" 13'-6" , , , � � A27 16'-0" 8'-0" 38'-0" 8'-0" 22'-0" FOUNDATION PLAN 1/8"=1'-0' / / JOB NO.: 9812 SCALE: As indicated ,dc)POto x.p i /.4, r oRE Via; IT652 20-0" / 20'-0" / 26'-0' / 26'-0" "-- PROPERTY LINE 0 x SEE TYPICAL 1 BEDROOM PLAN m / i 4 i i I 4irw, 100,.._.„. .. .....,..... , / / ,416\,.... ..../4Client SEE TYPICAL 2 BEDROOM PLAN Evergreen Builders, LLC do Joe Westerman 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 I:REF.do 0 i I ■ RE .1 ii V I o ra Eit DWLit I I 7111 jag I PPP ri 41 ii, ii ,,,,,.,,g , , , 43 0 \ io• �:•i® / / E) / 0[i] .,. • /.. \ Q Do ' Project \ IM / —` — Greenburg Road Apartments / 1=11111111' \ / _ _ A� r\ _ — /O 9550 SW Greenburg Road ED op 1=1 \ / W Do _ y� Tigard, OR 97202 r -M. f I I -_ - N -Me --- / I Iv \ / _ / / Imo/ - Designer Builders Design, inc. L. _ _- 11125 N.E. Weidler St. Portland, OR 97220 \ --�/ \:��—_ ;/' ( ��-- / Office: (503)252-3453 OVERALL 2nd FLOOR PLAN 1/8'=1-0' SEE SHEET WT FOR WALL CONSTRUCTION 1////////1 WI -FIRE PARTITION-SOUND RATED r///%/% W2-FIRE BARRIER-NON SOUND RATED / 7 / / In 1 1 W3-EXTERIOR WALL-NON-RATED • _,** 0 W4-INTERIOR WALL-NON-RATED �_ ca W r ' W5-PLUMBING WALL-NON RATED ;. ,, ,,,,,si _,,, -,, WALL LEGEND ,e '� `� .„,./ , ,,,, „ :„. / 20'-0" 20-0" ` 26'-0" f 26'-0" ' II , , ' .--_-_- _-,,,,-,,, ____. / / / PROPERTY LINE (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC O THESE DRAWINGS ARE THE PROPERTY ' OF SUMMIT ENGINEERING LLC AND SEE `YPICAL 1 BEDROO•' PLAN ,--,, ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. ��q I I / 7 ' 1 46‘ ... . , I I M I.ILI N , . Mr, REVISION SCHEDULE: REVISION DELTA ISSUE DATE 416\a_ _........ . . .... de, 1 36-2"MAX.TRAVEL DISTAN E 43-10"MAX.TRAVEL DISTANCE TO EXIST STAIR ACCESS TO EXIST STAIR ACCESS ief" SEE TYPICAL 2 BEDROOM PLAN , i R F. U , REI L_ --1 E IN A im I.- 1 w-30. Al .., Emma r--- 0 BeniI�� LI\ all " �� Dw I = • ,��, 1'� I PRINT DATE: 8:12:26 AM IIS �I' --� / / [Ii likr\---, / 0 SHEET TITLE: \ I : � � L0 3111 / 2nd & 3rd FLOOR I C? Dai4 1 MI °� PLANS litr: 101, ._ / _ �� tlik„lirN — \11111111111 . \ --,,,- --,,, ild , , i / / / J I DRAWN BY: � _ --�_. — ,, ---:� �' APPROVED BY; . . ., _. \,..._._.......„..-..0 DISTANCE TO END OF DISTANCE TO END OF OVERALL 3rd FLOOR PLAN SHEET: EXIT ACCESS STAIR EXIT ACCESS STAIR 1/8 =1-0' IS 64'-6" IS 64'-6" A28 -MAXIMUM ACCESS -MAXIMUM ACCESS DISTANCE IS 100.62' DISTANCE 19 105.33' / / JOB NO.: 9812 SCALE: As indicated $tom t'P°F s,, Mk - 54 , DS Ato . IX, OREGON NOTE: PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER — — N; WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 71331 THROUGH 713.3.3. i , Pf 6/56/ C1 COMP. SHINGLES ON ' I I 15#FELT ON I 1 1/2"COX PLY.WD. I I I I GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS i 1 I I I 1 Mi4 I IU iTRUSSES @ 24"O.C. ilkDS 1 I I I I I \. v7"777-1- - - H \- -- - - 2x SOLID BLOCKING 1 Z _/ m er I \ ` / / L _ _ 1 _egai ' Client DS CEILINGS AND EAVES IN THIS AREA TO BE PROTECTED WITH 5/6 TYPE X GYP.BD. Evergreen Builders, LLC (GOLD BOND FIRE SHIELD) c/o Joe Westerman r 7420 SW Hunziker Road, Suite D 42"HIGH GUARDRAILS 12"MINI i Tigard, Oregon 97223 36"HIGH HANDRAIL.E 42"GUARDRAILS 1 22 SPACE PICKETS AT ALL STAIRS AND 23f:"EDGE-GOLD SUBFLOOR 1 LS IANDi�GS TO PREVENT PASSAGE OF 4"DIA. SPERE. L J , ',9 I- - - -1 19 I I I I \f 2x10 JOISTS @ 16"O.C.1 /f i .- D5II I HARDI-PLANK SIDING ON E I 1 I c r HYDRO-GAP VAPOR BARRIER(OR EQUAL) / / .1 ,'� I 47 HIGH ON 112"PLY.WD. OR 7/16"OSB / / MAINTAIN 1/8"MIN. SPACE BETWEEEN © , �I. f I I I GUARDRAIL THE SIDING AND THE WATER MEMBRANE '`�► r ON 2x6 STUDS @ 16"O.G. Project 6x10 BEAM r V r r'�' I I I I Greenburg Road Apartments 42"HIGH GUARDRAILS 1 — '7 The I `; , E 9550 SW Greenburg Road iTigard, OR 97202 23(342"EDGE-GOLD SU3FLOOR I , I ,G,,41 MAINTAIN (MIN) 'MAV 'I E LESS THAN 2T 6-8"HEADROOM 11"MIN.R � / 1 . ' 1 16 RISERS FOR STAIRS Designer ff I I I I I ; ', ' . ', ', , , , 2x10 JOISTS @16°O.C►A� 1 - -11"RUN/6-7/8"RISE Builders Design, inc. `. - —I NOTE: 11125 N.E. Weidler St. SEE DETAILS ON SHEET DS FOR STAIR CONNECTIONS Portland, OR 97220 Office: (503) 252-3453 R-15 SLAB EDGE INSUL. -- ---\ `"1 0 5/8"TYPE X ---11 24 HU48 HANGERS 1: 6) GYP. BD. (TYP) ozziI 1 - DS 4x8 JOISTS @ 24"O.G. \I -- 1 1 12"PLUS WIDTH � I .—� 1 OF TREAD I , 4"CO .V, SLAB ON 3/4-COMP. FILL —� - C 9x13.4 STEEL CHANNEL 1 2 DECKING W/FIBER MESH6x8 BEAM "\-- \ ,____.4 MAX 4" t--t- - - - - ' / / .r', `3 1, 3 = 24"x36"x12"FTG. \ /2 !'-0 RADON VENT 2'-0" / / I 1 -SEE DETAILS ' f a _ ,,,,, A , _,-, , .- . ,,, z , - - 0 , !, .7 . . Section 1 I 8"GONG.WALL 114.=1,-0' m 1 W/#4 REBAR @ 6'O.G.E.W. ON 18x10 GONG FOOTING 'at, W/(2)#4 REBAR '''-'• ' A- -2 Oa AND#4 VERT.DOWELS @ 48"O.G. .' NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS �. — "AINTAIN CONSISTENT TOP OF STE WALL ELEVATION ., a AFF • TO MAINTAIN MAXIMUM 6—O" STUD WALL HEIGHT AT GARAGE LEVEL / ' ''. 714: , .v Ali " DS — i " " DS i - " " DS i 1 i " i -~,i_24/ _ii_ 1 I I I I I / / / / i I I 1 1 1 I I I I I (C) COPYRIGHT 2015 1 I I I I I SUMMIT ENGINEERING LLC I I 1 1 1 I I 1 i I THESE DRAWINGS ARE THE PROPERTY 1 I I I I I OF SUMMIT ENGINEERING LLC AND i 1 MANU.TRUSSES @ 24"O.G. I 1 1 I ARE i 1 �,,.•- "'�•..., � NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. l,,,,..•i — I I I �"'•--may 1 1 / / Aft DS - - _ 1 I I t I I I 1 , 1 DS REVISION SCHEDULE: 1 I I I I I 1 i I I I I I I REVISION DELTA ISSUE DATE 1 I I I I 1 I I I I � - - - - - - - - - L - - - - - 1 1 L7". SEE PLAN FOR WALL TYPES L J /— SEE PLAN FOR WALL TYPES 9/11 9/11 9/11 $ r _ - 1 i r - " DS 1 1 _ - - -DS 1 i - - DS r — - �8 PRINTDATE: DS ' - _ T I 1 1 - _I i I r " - DS 8/1 8/201 6 8:12:27 AM — I I I I 1 I 1 , I I / / \ \ \ 1 + \ 1 I \ I I \ I I I I t I \ I I \ I I \ I I I I / / \\ J \\ L J \\ L J _ _ - _ _ 1 SHEET TITLE: \ CROSS SECTIONS © vir ler AND DETAILS SEE FLOOR EILING/ASSEMBLY 9/11 9/11 9/11 $ r - _ 1 - - 1 i DS i 1 _ DS -DS1 I 11- 0si i _ DS 1 I \ L 1 \ 1 1 \ I 1 1 I 1 I . 1 . I i \ i1 \ 1 1 1 \ L J \ L J 1 I L - - I - - J \\ \Allik \ \\ L - - - - J / / Ilk Allik Nair yr ler DRAWN BY: BSY APPROVED BY: / / lift r- -\_1_- _ F.F.E.=243.15' i -- -L- - — ® SHEET: I , DS -- - — 1 , U i I 1 1 F.F.E.=241.65' �- I L , Section 2 A29 I I L J 3T 6"-i'-0' U L J / / JOB NO.: 9812 SCALE: As indicated i�Dt~ SHEARWALL ` t f� FLOOR SILL PLATE DRAG SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE ir R THICK- NAILING.' RI VIBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' 0 OREGON rig M WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT¢°5.6 AIM° t 43- TYPE ATTACI-INIENT1 411 AiliiL A:f7 6756/2C/7- A 151324 8d at 6" o.c. 16d at 6"oc SIMP.A34 AT - 1/2" DIA at 36"o.c. Va =280PLF 1.�O44` ,1 /, L 4ll:fiPtc- ' /m� ,—:'_` 4/11 ��"':— '�1 16 OC Ilii . � .J!__ 2 /0 .2 " " " ft " = _ .l�� - B 95132 8d at 4 qac. 18d at 4 ac SII~rIl?A34 AT - 1!2 DIA at 24 Q=c. V'a _430PLF ` —. � 444 �� 4444444' 12744C lir C 15/32" 8d at 3" o.c. 16d at 4"c c 10d at 4" o.c. 1/2" DIA at 20" a.c. Va = 550PLF 0 6 6 6 6 16d at 3"ac 6 0 0 6 ii D 15/32" 8d at 2" o.c. SIMP.A34 AT 6"OC IJSE 3x 1/2" DIA at 14"o.c. Va = 730PLF 6 A I 4IL Ala'rSDS 914x3 1/4 at_' •E 15/32" 10d at 3" o.c. 6"ac USE 3x 1/2" DIA at 12" o.c. V/a = 870PLF I 10lir 10 ILISIMP.A34AT 6"Oc 0 IA pl 2 SIDES SDS 1/4x3 1/4 at F 15/32" 8d at 3" o.c. 4"oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF 6 ' .� - 6 / / SIMP.A34 AT 4"OC Q / • / / —r -T \ Client 5d COOLER SIMP: A34 AT n ,� 44 " __ Evergreen Builders, LLC G 2 OR 16d at 6"oc 241'0C 1/2 DIA at 48 o.c, Va =220PLF \ I--_- / c/a,toe Westerman LAYERS WALLBOARD I \ ,��-_ / I / – \ 7420 SW Hunziker Road,Suite D 5/8" AT 4" o.c. Willi0 W 1 Tigard, Oregon 97223 W / or 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING_ 3x PLATE MAY 6 \/ 11111•111111 / 6 6 \liTilil � / �. 6 BE USED IN LEIU OF(2)2x PLATES WITH NAI LNG. 2. APA-RATED OSH OR PLYWOOD. APPLY ONE SIDE OF WALL U.N_O_ IIIIIIIIIIIIII '' 10 © 10 OL ..... 3_ ALL HALL S SHALL$E COIV MON TYPE. FIELD NAILING AT 12"OC TYP.. �—s,.... ` .. �. —„ ' 4 4!� .�� I /T / 4_ MITI;IMUM 3 SULTS PER 4'-O"LENGTH OF WALL_ �w —�� i. lir—:=44r/ `��;.�4rr44____i1_/ /illk/�. . Protect 5_ ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBED. illir 6 Greenburg Road Apartments 6_ PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP 0 0 9550 SW Greenburg RoadTigard, OR 97202 7_ PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. 1st FLOOR S-EAR PLAN 1/8'=1-0' 8. NAILL' G FROM RIMBOARI3 TO TOP PLAI.h BELOW SHALL BE"TOE-NAILING". • / / 9_ SHEAR VALUES IN THE REMARKS COLU IN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT. © 3 / 2 2 Designer — J Builders Design, inc. I 0 i IAd 0 111\ 11125 N.E.Weidler St. < >'� � // � � -- . .44444 � I'�r.--- Portland, OR 97220 HOLD-DOWNSCHEDULE ; Office: (503) 252 3453 1414r iffrtto ,41111 4- REQUIRED G PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR 0 O_ O G DES. HOLD-DOWN LENGTH PAST'': OR SCREWS OR POST4 BOI..T'=fi REMARKS I � 1GOPENINGS BOLTS TO POST -- 3 3II 1 CS16 STRAP 13" 22 - 8d 2x Ta = 1705# _ <6> 1 <i''41116:,ii 2 CS14 STRAP 16 313 -8d 2x Ta 2490# I 3 CMSTC16 STRAP 204, 50 - 16d SINKER (2 2x Ta = 4585# a0 / p - /4 CIVIST14 30" 66- 10d 4x Ta 6490# I I 3 3 z h—E1 , 4 5 CMST12 39" 86- 1Od 4x - Ta = 9215# 0 \ / © , „:„, ._,,,,T. 6 HDU2-SDS2.5 - 6 - SDS 114x2 1/2 (2) 2x SSTB16 Ta - 3075# I/ l m ..., _ .. , .; ,'..„S"I': ,,, 7 HDU4-SDS2.5 - 10 -SDS 114x2 1/2" 4x SSZ820 Ta 404{3# / 6. _ , , , „ , ,... 7,11-://, 8 HDU5-SDS2.5 - 14 - SDS 114x2 1/2” 4x SSTB24 Ta = 5025# Amor \ �\ ...„, 9 HDU8-SDS2.5 - 20 SDS 1/4x2 1/2" 4x SSTB28 Ta 6605# 'memo -�--� - y ?'t 10 HDU11-SDS2.5 - 30 -SDS 114x2 1/2" 6x6 SB1x30$ Ta = 9535# p e j :,31''',.:,'":71.,'Ili.;'' 1 1 \/ �� ---_� 1111--__ ,–; \/ ! 11 HDU14-SDS2.5 - 36-SDS 1/4x2 1/2" 6x6 SB1x30 Ta - 9905# =I L \\,1 / / 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta =#18(300 / \ Iw 14. A IL -- L HOLD-DOWNS ARE"SIMPSON"BRAND UN.O_ �., ., ` \ . . ;_ --If 114444444441 \ — > --_ ....,,,//' jr' liff \.....---.0/ 2_LENGTH APPLIES TO ALL STRAPS;MINIMUM I FNGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL • / / HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 1 A 1 / / 3_FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOT:FS WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x © 0 0 (C) COPYRIGHT 2015 FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BhLOW WINDOW ONLY REQUIRES(2)ROWS 84 AT 16"OC_ 0 2nd FLOOR SHEAR PLAN SUMMIT ENGINEERING LLC 1/8".1-0' THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS 10dAT 12"OC STAGGERED MAY BE USED IN TIFU OF 4x POST FOR CMSTCI6AND HDU2 HOLD- ARE DOWNS 1111 NOT TO BE USED OR REPRODUCED IN 1 ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 5_FOLLOW NIA/WF'AC"]€IJRER.S`REQUREV1ENTS FOR MLNLMt3M CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OFi Ali II POUTING. ll I • 16, , / / 11, 6_ REEL.RaNCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND / �. `— , AdkJilli, REVISION SCHEDULE: �GREATER). frf �� REVISION DELTA ISSUE DATE 7_ IN THE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER 411111 ‘., �411111 8_ 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x30. 1 1 SHEARWALL-PER PLAN I 0 1 O PRINT DATE: 8/18/2016 8:12:29 AM / / STRAP AT UPPER LEVEL -FOR 2"D.G.NAILING, STAGGER AS SHOWN 0I 0 0 0 / / -PER PLAN -WHERE DOUBLE 2x ARE ALLOWED AT SILL TOP PLATE FOR _ ib/As•A 1 1 SHEET TITLE: TYPE"C, CONNECTION NAILING,NP. STUD$FIELD NAILING PER SCHEDULE OII i al a , \ 1 F / SHEAR WALLS O PLANS li 11 / 111111101 _ _ A 3x PANEL EDGE MEMBER \ A % / / 1 111 1 STRAP CONNECTS / —1 / r\ 0 1\ FOR COMPLETE LOAD PATH – 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER — 0 m / \ 0 Q l 1 \ m „ \ I III I lit magi MiiiliSSNISliiiiii!INAS' / I\IN"' '''%`""c = - z / / \-E HOLDOWN PER PLAN . , / O ® DRAWN BY: BSY .I ` ; / APPROVED BY: A.B.PER PLAN '�. _ ° ,', � .. ♦� �� -- �, � � SHEET: / \ mmat,i i 1 II I II 0 0 1 2°9/DS.2 - FLOOR TO FLOOR 30/05.2 - SHEARWALL NAILING S 3 V HOLDOWNS AT TYPES G, D, E $ F © © 3rd FLOOR SHEAR PLAN 1/2"=1-0' 1/2":1-0' 1/8"=1-0" / / JOB NO.: 9812 SCALE: As indicated e • PROP, ,,. E^e t 1 54 SP ' BUILDING CODE SUMMARY NARRATIVE = 6/ / THIS BUILDING CONSISTS OF 3 1-BEDROOM UNITS AND 6 2-BEDROOM UNITS .. 5.6/ FOR A TOTAL OF 9 UNITS. ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS. ..-- SITE SITE INFO: . GENERAL INFORMATION • Properly ID W273156 FIRE RESISTANCE RATING REQUIREMENTS FOR County WASHINGTON ..t1111i1111111n._ .atm • EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANCE X461• .a11111111i11111i11i11... .tunnn.. ..1a■11n11nu1111nm111titi • State ID 15126DC00900 X<5 1 .�i■ti11111111111. a111■111u111u1111111it11111a1r,. Alt Account# 8238282 .111■11n11111/111111111t.. 1/111■11111111111111111111n111111116 �� • 5<X<10 1 A1111n111111111111/111111■116. .1■111■11111111111■!■111111111/1■1r1/111111i11n1 11._ Atial!;laa��1 �osingl�a1■aulat.. ..1n■I1x111■111■I■al■I■11111■1o■1■maims■1immoi 1k,- irnnl■u i11111ii111■i... � .t1111111111111111i111111111/1■III/1l11111i111111111/Iialmlum,. SITE INFO 10>X>30 0 - ,/IUID� a�lnl�lu.�. .rl'111111111111111111111111■11111■1111111111111V�'�'•"'•'••"-"••'•'i... • Site Address 9550 SW GREENBURG RD X>30 0 '� .tl �11��Am . ;;,1_in I�' ..riiiirlliliirli�iirii ilii!!ililirliil�irliitiiriiliir�III A �r-%� �..,. • City/State/Zip TIGARD '=y IL `�� Ef --- .0 .Bf.11 _ .�.,.. lap - ASSOCE NUMBERS: ill Ball _ 1111111 11111i 111 i !!fill! 1111111 1111111 - in will i ■tw 11nn1111111 I 1t■tll 11■II / III 111111 1111111 11111 _I111 111!111 1111111 111111 / /in ww 1 ■m1 wu1- III 1111111 1 min 11■II entI ��Ili 111111 11111 111 1 11 _I illin t1I1i1illlllil111I■11111■111■1■111�I1III1I1ltIl ■1II111iiiiII1111111t■III■1■1111Ililn■IIIA11I11� I I t I I t 7 - Evergreen Builders, LLC PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 IIIIIIl111I1111111111ii1111111n1lIOIlr111111t IIIIIIIIIIU111111111i1i11111111111lIIHI1111111III� III 1i 1 I l ulu, 1111n1111111111■11111■111■I■11111■I■illllllll 11�IIi11�11I1111111111�1■111111111111II III�I�IIIIt 1_ a1111 I 1 c/o Joe Westerman WALL INSULATION-ABOVE GRADE R-21 �o 11 11111■1111111i1111111111t11 „QII1I �IIli11I 7420 SW Hunziker Road, Suite D � Imullnn 1111■1111 i1n1IIi1111■Iln 1m1II11111� X1I1`111`11111 ITORMINIMI 11 illi+IInlamin1111■11nl■11m■11n1■1111111111111111111111111■11111111■IUII�I1111�II1111I1Ig1� ilr'Ir��I� I�lr�1`I Tigard,Oregon 97223 WALL INSULATION-BELOW GRADE R-15 11111m1111Porurlrum11.l•g1/iralurm mnriw1111■11181rn11ruu111■1111rinnrm1 i I 1 1 1 1 1 11 FLAT CEILINGS R-38 iii�� II 111111 111111 .E 11111�W11111 - II111 1111 1 11111 1111111 11111 4 11111 111 11i11C 111111 111111. 1 111111 - VAULTED CEILINGS R-38 111 I III 11111 11111 11111 �■ 11111 111 III 111111 111111 11111 111111 - - UNDERFLOORS R-30 III III ■1111 1111111 1111■ I■111 SLAB EDGE PERIMETER R-15 !1 : 11!m lana 11nr 111111 - 111 111 11111 11111 I■1111 11111 HEATEDSLAB INTERIOR R-10 in in 111 111111 1!111 11111 ■ 111111 EA in in !1■111 IIII■II .. Inl! min WINDOWS U-0.32 �.l.t�li'11 i��pl�ll►, llnitaIl t1u111■1111i ILII�1 1111 1 1 1 I 111�iM1 IAL 11 i�l�l1 11�11111■�nl_.tri l�i��lH►. 14141 I t I ,�1 I 1 III t t lint; U-0 4111�Inall i1111�fr.�illlill111111diri1il1alI111ii1i1i�11111(1ilii ! I�IIS� Al �1 1�U1 I��I�II�IIi1�1i1i PrdidnitIMPAI k. 1 I I 1 I i I1 i i 11 7 SKYLIGHTS 60 .,i11iimum11man1■11r,. 1 illi l■nnl■nn11nnl■11ul■nnlrm• .,�11nlnuli■nlln111■iln,. 1 1 1 ill EXTERIOR DOORS U-0.20 ..111■1111■111mmnn■111 intimi. ruwruu111�turirnruutn.ugll x111" J11■11111111111■ 11■1111■11111. `'w■1'torlrltru'�torlt.gll i maruun / / EXTERIOR DOORS W/>2.5 FT'GLAZING U-0.40 111 in ul 1111 ice insI �■ Project moi► . -� ■11 111 11 111 * A: =1�` 111 ■11 �- 111 111 IIII 1111 111 1111 � FORCED AIR DUCT INSULATION R-8 Ilu••�n it Iii 11 nil I III 111 111 111 1111 111 111 Greenburg Road Apartments 111 111 1 MM I ■�■�1 1111 111 ADDITIONAL MEASURE CHOSEN 111 111 nr 1111 ■:::1 ml I 1111 9550 SW Greenburg Road 4-Ductless heat pump: -II _ III III .Ill fag ■>.■��I Hi 111I. �___ Tigard, OR 97202 �ry ry �-.= i is-i it .I��=�.st�li' sr i'ronoini�e, � re: i ;Windows to be U-0.32 1111 tal■01ti' will ita��i 11r�,�0t10.25101New j--,2sw-li tar Lair 5iD ® awmiZ : :1 ® s �®�- .ai�91.11■ . •, l!?. n.;.__ r. 1111mtr�■ 1 ® tis:M•-.ir..ttat®tgmsryrtr: !,.■i!Psi-Isiii�csimmarlei•.91r.01lrrlrr.�o9:�.asail�V1.■ ■. •■ r -■ 1. •i ■iv®■r.rW/(�'ElattEVI.' �.I� alwtr�-slim= co P R Or, mss, 4 654e-- or F - NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE ;` INN, OREGON / 4'-6 / 20 -0 / 26'-0" 26'-0° , ,, .44 fr. 1: 6 4 IH PROPE' LINE "t 6/ pi?' SEE " 0YPICAL 1 BEDROOM PLAN m !EFL- 7 A, '.„a_____ ...- , Adilk. . , r NI . islik SEE TYPICAL 2 BEDROOM PLAN GROUND FLOOR UNITS TO BE GROUND FLOOR UNITS TO BE GROUND FLOOR UNITS TO BE or TYPE 8-OPTION 8 ACCESSIBLE TYPE B-OPTION B ACCESSIBLE TYPE B-OPTION B ACCESSIBLE MIN.5'CLEARANCE ii I MIN.5'CLEARANCE MIN.5'CLEARANCE / I I II RE1 A, / G� am •t ,ri � �,�„� Client \ J`� ' ' �, ,I` FIE .V. `�,` Fe �I, I Evergreen Builders, LLC rii.i, . (/�� , . .` �` ,j0i do Westerman � �� Joe es �I, LIP `J ,I« 7420 SW Hunziker Road, Suite D 'moi, `. `. .. Tigard,Oregon 97223 i.e./1 I t. \nridi illa A. e i, , \ rw. / al iti : ; LI Dr,®zl- / I HIM ,..„,k,,,,i PMil,-, il / ..eMi r .' \ I / Ij / • Project Greenburg Road Apartments I 9550 SW Greenburg Road Tigard, OR 97202 r . N I -- -\-- . , $ Itil I I IIII I I in Ind 1 A I I II I A ✓ / / / / Designer NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS OVERALL 1st FLOOR PLAN Builders Design, Inc. 1/8'=1-0° 11125 N.E. Weidler St. NOTE Portland, OR 97220 HORNS $ STROBES REQUIRED AT STAIRWELL AREAS Office: (503) 252-3453 V///////4 WI-FIRE PARTITION-SOUND RATED • �/;�'.. / /X1 W2-FIRE BARRIER-NON SOUND RATED / / NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON W3-EXTERIOR WALL-NON-RATED f / NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION PAGES D5.1 - D5.2. REFER TO THESE PAGES FOR ALL FRAMING z f----;, :, .. , _,._; „..,..., � AND FOUNDATION REQUIRED DETAILS I t W4-lNTERIORWALL-NON-RATED Q i NOTE: m r'..i f ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS LEGEND PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE WALL1/4'=T 0' NOTE: MIN. 18 FROST DEP"H ON STEM WALL FOOTINGS - VAINTAIR CO\SISTE\IT TOP OF STE`1 WALL ELEVATOR / / / 4'-6" �'-9" 1T-3" 26'-0" / 26'-0" / - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS 5-9" 4'-a° 7-6° 12 -a° 4'-0° T-3° i-9° -9 7-3° 4 -a° 12 -a° - PROVIDE (2) #4 REBAR EACH WAY IN ALL 24"x24"x12" GONG. FTG'S ' ., PROPERTY LINE - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30 x30 x12 CONG. FTG'S 24"SQ.x 12" TG p / / FOOTING SCHEDULE r(2) 4 REBAR 5.w.581x30 A.B.'5 n-, 8B1x30 A.B.'S (C) COPYRIGHT 2015 ® -48"SQ.x16"DEEP W/(4)#4 @ TOP'$BTM EACH WAY _ '"---" SUMMIT ENGINEERING LLC 55TB28A.B.'5 I, �/ THESE DRAWINGS ARE THE PROPERTY ® -30"SQ.x 25"DEEP W/(3)#4 @ TOP BTM EACH WAY \ - - , I_�� r - — — OF SUMMIT ENGINEERING LLC AND ® -16'x 5'-O"x 12"DP.WI(5)#4 REBAR TDP BTM.EACH WAY ,. 4 a 9 , - \ NOT TO.BE USED OR REPRODUCED IN - (SITS BELOW STEM WALL,A.B.'S NEED 24"MIN. EMBED) \ ; o �/— • < I-1 a I ANY MANNER,WITHOUT PRIOR — ),/ WRITTEN AUTHORIZATION. in / / 4"GONG. SLAB ON 3/4-COMP. FILL I I c? ' a I `4 / / W/FIBERMESH TYP. I I 6, 55TB16A.B.'S 14. I 55TB16A.B. 1 I I m REVISION SCHEDULE: ( ) SSTB24A.B.'S , _ JJJ S5TB20A.B.'S I REVISION DELTA ISSUE DATE r-61) I <eI 9,_9,. 11 ) 3'-2° ( 3'-2° �a L 55TB20 A.B. diet 13'-9" 7Y t I — _ -I I- I -1 �- — --- -- — S5TB20 A.B.'S d — — — _� �"- J�c L_ — - --� ,� O L -r T.( f a; �, I- -1,,, ,) ,9' r. 55TB2a A.B.'SQP INT AT : 8"GONG.WALLS W/18"x10"GONG. FOOTINGS l1 `OL J I JI `O o R D8/18//2 0 1 6 8:03:58 AM W/#4 REBAR AT TOP OF STEMWALLS d I < —J I— I " / W/(2)#4 REBAR IN FOOTINGI 11'-6" I `' 18"x12"GONG. / / AND#4 VERT.DOWELS @ 48"0 ' . ( 18"x12"GON . I . FOOTINGS A a SHEET TITLEn, -TYPI(AL s FOOTINGSL E —_ I— \® F �'-- —LiL_ J-- -I_ a. 1st FLOOR & FOUNDATION PLAN 55TB'�6 A.B.'5 r1-1--- - ■ L 1 t T 1� SSTB16 A.:.-a � 1 < 1 55Ba5B ;: _ `OI �oI - � 00 .I 7SSTB16 A.B'S I I I - I I . I r . _.* _ __,' AoT - \ Ar \___. _ *, `/ 14.7 . DRAWN BY: BSY SSTB20 A.B.'S 5STB20A.B.'S -, 5STB20A.B.'S APPROVED BY: / / 2-0" 2'-0" SHEET: 2'-8" 2,_0.. -0" 6'-0" \ -4' 13'-6" 6'-6" 4'-0" 4'-0" 6'-6" 13'-6" ,� ,�(4/ / ,� / / / / / / A32 / 8'-6" / 38'-0" / 8'-0" / 22'-0" / _ FOUNDATION PLAN 1/8'=1-0" / / JOB NO.: 9812 SCALE: As indicated 654f).2..! 40, /L fie4 )* Ai'6/56:ficw? 4:-6" 20'-0" 26'-0" 26'-0" / / / ik / PROPERTY LINE it. SEE TYPICAL 1 BEDROOM PLAN in i . 1 1 1 ......,c) "Ins07:mr.W/0710::,_J. ' Imi___:., ,...." ": /— / / / ...0# 1°"' - SEE TYPICAL 2 BEDROOM PLAN Client 1 Evergreen Builders, LLC ( Flu ' c/o Joe Westerman 7420 SW Hunziker Road, Suite D Tigard,Oregon 97223 I0. :RD: 1. . op p , L._ Livu .1 11 I , t„./ Oil ; [I] _ 0 1 e ----n / / \ / ' , \ op El \ El Do Project c)0111 / _..../ MOM 0 . / Greenburg Road Apartments WI \ , cii D ® / _ I /11 ,-/Ifeitik all \ 9550 SW Greenburg Road - Tigard, OR 97202 ll \ . / \ -, -- ..----- ---/ 7 ,. / /- / / — \ -I Designer / , . I • ; I ) , , Builders Design, inc / . 11125 N.E.Weidler St. , —__.—_ -----„,.. _ .. ........Ji Portland, OR 97220 OVERALL 2nd FLOOR PLAN Office: (503) 252-3453 U V//////4 \VI -FIRE PARTITION -SOUND RATED W2-FIRE BARRIER-NON SOUND RATED / / / / W3-EXTERIOR WALL-NON-RATED c.o "----,”------4, 0 i', - -.-• I i W4-INTERIOR WALL-NON-RATED :-.._ WALL LEGEND 1 1/4 - O 4' 6" 20 -0" 26 -0" 26 -0" / / / )i / , ,,,' i ------:--------- PROPERTY LINE -- SEE TYPICAL 1 BEE ROD 1 PLAN / / / / 6-, (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC ___\....1/4 THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND I \ I ARE , NOT TO BE USED OR REPRODUCED IN Ar ff. ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. membil— .40*** "iiiii, / / / 4 0-10[SMTAXSTAIR.TRAVELACCESS OISTANCE REVISION SCHEDULE: TO Ex SEE TYPICAL 2 BEDROOM PLAN REVISION DELTA ISSUE DATE ( ± L / I -i 1111111K 11 girt4 \/ l. DW , .., 1 En DW • , 11111111{ ---ii Il1 1 I I ri Iii i pr A , •1 CC I Pr'DD PRINT DATE: 741 / [1] iimPIA_„11004). ___I L_ 0011:1 / _ 4,.‘ = 8/18/2016 8:03:59 AM f' 'ti -Ad I G ----n , .,. Ir- ‘..7/ \ 2 ..., JH J 1 , 1 , / / L / ilsal MO , SHEET TITLE: --ir—' r I LI / i 2nd & 3rd FLOOR „---i--- I .......4._ .......4___ I / E D.® / /iir I It\ (\c PLANS ;.......J._, —L._ — 1 L–. I L I r- \ / /..., I, N L __ 1 f I 1 ,,,,. , ,..„ / 1 $ / / / DRAWN BY: ,...-----. DISTANCE TO END OF SEE FIRE PROTECTION DETAILS FOR DISTANCE TO END OF OVERALL 3rd FLOOR PLAN APPROVED BY: EXIT ACCESS STAIR CEILING AT ALL STAIRWELL AREAS EXIT ACCESS STAIR 1/8'=1-0 / / IS 64:-6" 36-7 MAX.TRAVEL DISTANCE IS 641:-6" SHEET: -MAXIMUM ACCESS TO EXIST STAIR ACCESS -MAXIMUM ACCESS DISTANCE IS 100.62' DISTANCE 15105.33' /\33 / / JOB NO.: 9812 SCALE: As indicated F OPE6,6 x 654 T.-- :AV - OREGON kw Ytitz 41 t Ar 6/50°./7- NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS,FIRE BARRIERS,SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 7133.1 THROUGH 713.3.3. COMP. SHINGLES ON 15#FELT ON - 1/2"GDX PLY.WD. GIRDER TRUSS -1. SEE ROOF PLAN FOR ROOF VENT LOCATIONS 11 II Mt"NU.TRUSSES @ 24"O.C. link SD :ent / / /- - - 2x SOLID BLOCKING 1 '`►. I Evergreen Builders, LLC L _ T — f, c/o Joe Westerman SD ' CEILINGS AND EAVES IN THIS AREA TO BE 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 K PROTECTED WITH 5/8"TYPE X GYP. BD. (GOLD BOND FIRE SHIELD) 12"MINI , 1 _ _. 42"HIGH GUARDRAILS —.,,,,s,NIT 36" HIGH HANQRAIL.ff 42"GUARDRAILS SPA .PICKETS AT ALL STAIRS AND 23/432"EDGE-GOLD SUBFLOOR 1 22 LANAI VGS TO PREVENT t I SD I I / PASSAGE OF 4"DIA. SPERE. 7----- — / L - - — — — — J / i9 Ill I I I I ( I I I I I I , , 2x10 JOISTS @ 16"O.C.►�1 '/ `�' l I 1 -- HARDI-PLANK SIDING ON ! �.-- I I c r/ HYDRO-GAP VAPOR BARRIER(OR EQUAL) Project i . I I 42"HIGH ON U2"PLY.WD.OR 7,16"053 Greenburg Road Apartments MAINTAIN 1/8"MIN. SPACE BETWEEEN © /' �, ,Ir',,,---, %' i GUARDRAIL 9550 SW Greenburg Road THE SIDING AND THE WATER MEMBRANE � 6x10 BEAM // �, "1 1:Z1i I 1 I ON 2x6 STUDS @ 16"O.G. Tigard, OR 97202 -1 I I 1 o _ _ L7."1.7 I --1 ! 1 ! 42"HIGH GUARDRAILS is � - /'f : , 11 Iii I iI � / / ____,,� I I ice ?, J L - - J 23/ 2"EDGE-GOLD SU3FLOOR 1 ,�' MAINTAIN(MIN) M •I E Designer LESS THAN 21 r 6'-8" HEADROOM 11"MIN RUN Builders Design, inc. ,.00 as 11125 N.E.Weidler St. I 1 16 RISERS FOR STAIRS Portland,OR 97220 I I I EI I I I I I I 2x10 JOISTS @ 1L D.G 11\ I -11"RUN/6-7/8"RISE Office: (503) 252-3453 L- —1 NOTE: 0 '' SEE DETAILS ON SHEET SD FOR STAIR CONNECTIONS R-15 SLAB EDGE INSUL. —, HU48 HANGERS o 5/8"TYPE X —' 1 24 GYP. BD. (TYP) iiiI I - SD 4x8 P.T.JOISTS @ 24110.C. --1 i i2"PLUS WIDTH I �, 1 1 OF TREAD / / 4"CO .VSLAB ON 3/4-COMP.FILL 1 — G 9x13.4 STEEL CHANNEL 2x DECKING WI FIBER MESH MAX 4" _t_ -- - -J 6x8 P.T. BEAM �— \ 4 _ 0 „ 3 Z 24"x36"x12"FTG. N /7-0 RADON VENT /2 -0 SEE DETAILS I • .� m ry , , -, r• • Section 1 �`****— 8"GONG.WALL 1/4'7:1-0' W/#4 REBAR @ 6 0.G. E.W. ` - NOTE MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS ON 18x10 GONG FOOTING � ' ti - MAINTAIN CONSISTENT TOP OF STEW WALL ELEVATION w/(2)#4 REBAR ,, . AND#4 VERT.DOWELS @ 48"O.G. TO MAINTAIN MAXIMUM 8-0STUD WALL HEIGHT AT GARAGE LEVEL - , I 1 I I I / —f I I I / / I I I I I I 1 I (C) COPYRIGHT 2015 1 I I I SUMMIT ENGINEERING LLC I I I I I I I I THESE DRAWINGS ARE THE PROPERTY MANU.TRUSSES @ 24"O.G. OF SUMMIT ENGINEERING LLC AND I I NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR I 1 I I WRITTEN AUTHORIZATION. ! I I I I 1 i t / / i I I 1 A / / DS — — _ 1 I � `�� 1 1_ _ — — DS REVISION SCHEDULE: I I 1 I I I I REVISION DELTA ISSUE DATE 1 I I t I I I I L — - - - - J I L_ _ _ _ J SEE PLAN FOR WALL T`r PES L J 7 9/11 9/11 8 r - - i i - ' DS i 1 - ' DS r — ( - 8 PRINT DATE: D5 ........ _ I 1 - I 1 I 1 I _ - DS 8/18/2016 8:03:59 AM ~ 1 1 I I I 1 1 f / / \ \ I 1 \ I I \ I I 1 I / I I \ I I \ I I I I / 1 1 \ L J \ L J I I L J \ 1 SHEET TITLE: \ \ illik CROSS SECTIONS VP VW AND DETAILS 8 r 9/11 r 9/11 8 r -1 I I DS I I DS r - - - - - � DS -_ 1 1 - I I — ' DS 1 v 1 t v I 1 1 LLI . i I \ I 1 I 1 \ I I \ I I\ L J \ L _I t L _ _ _J / / NW VW DRAWN BY: BSY APPROVED BY: �(- -- i illik1 -_ I --� F.F.E. =239.08' i L _ _ SHEET: -- DS igi DS - _ _ 1 I I ! 1 F.F.E.=238.05' i Lii LiLASection 2 A34 L J 3/16'=1-0' L / / JOB NO.: 9812 SCALE: As indicated - .SHEARWALL SCHEDULE 'el ?m . FLOOR SILL PLATE DRAG ' ' s SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE R THICK- NAILING3,7 RIMBOARDiiiicji to TO TOP TO PLATE TO FOUNDATION REMARKS' OREr, ` WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT4•56 9 sZ . TYPE ATTACHMENTS Alli I ;H `" A 15/32" 8d at 6"o.c. 16d at 6"oc SIMP.A34 AT - 1/2" DIA at 36"o.c. Va = 280PLF ,,..7......,--Atli -,�'_`1 4,1 illi 16"0C - Fir , 26/05.2 B 15/32" 8d at 4"o.c. 16d at 4"oc SIMP.A34 AT 1/2"DIA at 24"o.c. Va =430PLF _ .I �. .. ...I rTMP. 12"0c O O 0 C 15/32" 8d at 3"o.c. 16d at 4"oc - 10d at 4"o.c. 112" DIA at 20" o.c. Va = 55OPLF 1111 6 li 64.411 41) hill �. 16d at 3"oc AAM. 6, D 15/32" 8d at 2" O.C. SIMP A34 AT 6"OC USE 3x 1/2" DIA at 14"o.c. Va 1.-- 73OPLF I NIL SOS 1/4X3,1/4 at E 15/32" ;10d at 3" o.c. 6"oc USE 3x 112" DIA at 12"o.c. Va=87OPLFJAIL 1 1F SIMPA34AT6"'OC 2 SIDES SOS 114x3 114 at - �/ 0 $ / / F 15/32" 8d at 3"o.c. 4"oc USE 3x 1/2" DIA at 10"o.c. Va = 1100PLF; { / J — -7 SIMP.A34 AT 4""OC I\ —r— Client le 5d COOLER SIMP.A34 AT L / / \ Evergreen Builders, LLC G 2 OR 16d at 6"oc 24"OC 1/2" DIA at 48"o.c. Va = 220PLF c/o Joe Westerman LAYERS WALLBOARD 6 i ./ r— \- ilih —� \, 7420 SW Hunziker Road, Suite D � \ Tigard,Oregon 97223 5/8" AT " o.c. WIiIk �I. (2)2x.PLATES REQUIRED AT TOP AND BOTTOM OF WALL FORALL/FALL TYPES EXCEPT'"A","B"AND"G". ST'AGGER NAILING. 3x PLATE MAY 6 \ 1 L4l 6 BE USED IN LEIU OF(2)2x PLATES WITH NAILIi+G_ \ I...... il 2_ APA-RATED OSB OR PLYWOOD__ APPLY ONE SIDE OF WALL U_N O_ ill i 3_ ALL NAILS SHALL BE COMMON TYPE, FIELD NAILING AT 12"OC TYP ._ r ,/�'�•� ` •` / 4. MINLMUM 3 BOLTS PER.4'-0"LENGTH OF WALL. J� 4..—____:„.. •—i-,,,,04''''. ' ipr 41 ---=--- --i�•; 41.. ..""=."-.1.r / ��► fill Project 5. ATTA.CIL' ENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"ML"�I ILIMEMBED © x---ra © Greenburg Road Apartments 6_ PROVIDE 3"x3"x 1/4"PLATE WA,HP 0Q 9550 SW Greenburg RoadERS AT SILL BOLTS,TY Tigard, OR 97202 1st FLOOR SHEAR PLAN 7_ PANEL EDGE NAILING AT 2"0COC REQUIRES 3X FRAMENIG MEMBERS AT ADJOLNLNG PANEL EDGES. 1/8"=1-0.. 8_.NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE- /AILING"_ / J 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT. i II ik i© ® Designer Builders Design, inc. . AllWilik 11125 N.E.Weidler St. � ��SlkI � Portland,OR 97220 HOLD-DOWN SCHEDULE Prr ,. ,..�+ . , �, /DOffice: (503) 252-3453 �`► ►► 26 5.2. — � � I TYP. REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR I I I. DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST4 BOLT5,8 REMARKS 11 ill O O� OPENINGZ3 BOLTS TO POST © A 1 CS16 STRAP 13" 22 - 8d 2x Ta = 1705# / .__7 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# / I 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2) 2x` Ta = 4585# © 1F c° CO sz: 4 CMST14 30" 66 - 10d 4x Ta=6490# / ti~" 0 © „........,,''.."...-'4'z 5 CMST12 39" 86 - 10d 4x Ta= 9215# / _ " � I �- ifio,1 6 HDU2-SDS2.5 - 6 -SOS 114x2 1/2 (2)2x SSTB16 Ta= 3075# l / m�i ll / ii 7 HDU4-SDS2.5 - 10 SDS 114x2 1/2" 4x ssTB20 Ta = 4040# I ._.." lifi / r\....i.1....1le 7 ?Amy- 8 HDU5 SDS2.514 SDS 114x2 1/2" 4x SSTB24 Ta= 5025# ® ori fi / I �, 51r. �� 9 HDU8-SDS2,5 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# �l N� \ Q % ��■ I \ �'` -10 HDUII-SDS2.5 - 30 -SDS 114x2 1/2" 6x6 SB1x308 Ta = 9535# El - :111 11 . ;41:44',:it, :' '11 HDU14-SDS2.5 36-SDS 1/4x2 1/2" 0/x6 SB1x30$ ' Ta 9905# / © II. sins pumirrai 111111111111 \ IIIIIIMIIIIIM_p-- r ..:..:-.' % .,rv-,, 12 HD19 - (5) 1" DIA BOLTS 6x6 PA810-24 Ta =#18000 r / ti _ �, .e 1.HOLD-DOWNS ARE"SIMP t N"BRAND N.O. ',Pr' ! �. % tee• ‘ / VRW 2_LENGTH APPLIES TO ALL STRAPS;MINIS LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL © r 2nd FLOOR SHEAR PLAN / / HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 4© © II 0 1/8'"=1-0' / / (C) COPYRIGHT 2015 3_FOR.HORIZONTAL WINDOW STRAPPLNG,FTt L ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x © 0 II CI SUMMIT ENGINEERING LLC FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC, THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE 4..(2)2x6 NAILED TOGETHER WITH(2)ROWS ted AT 12"`OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTC16 AND HDU2 HOLD- 0 NOT TO BE USED OR REPRODUCED IN DOWNS_ 11ill i 1 ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR M LMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF 1 / / FOOTING. 11 ( / J 6_ REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR.REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND t �"��s 1,1 'r��""��+ . '�� REVISION SCHEDULE: GREATER). Ai _ j1410P 411 4iiii � REVISION DELTA ISSUE DATE 7_ IN THE"REMARKS"COLUMN,'Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER_ 8. 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x30_ 0 0 V 11 1 I 1 I � O 1 1 t fin/ .0. PRINT DATE: [( SHEARWALL-PER PLAN t — — 8/18/2016 8:04:01 AM / / -FOR 2"0.G. NAILING, STAGGER AS SHOWN UA - - / / STRAP AT UPPER LEVEL -WHERE DOUBLE 2x ARE ALLOWED AT SILL$TOP PLATE FORI SHEET TITLE: -PER PLAN TYPE"C' STAGGER CONNECTION NAILING,TYP. / ' - STUD FIELD NAILING PER SCHEDULE - O SHEAR WALLS \ rw PLANS 3x PANEL EDGE MEMBER � k __� : / STRAP CONNECTS E O j G / 1 /� 1 FOR COMPLETE LOAD PATH3x PANEL EDGE MEMBER - ,/� t 3x PANEL EDGE MEMBER \ • `�'if �4 ,. � 1 1 1 r / 1 II: 4 .___i , �i / J a is ° \ / 0 DRAWN BY: BSY HOEDOWN PER PLAN / 1111.!111.1111....--..1 "....... .. ° 1 APPROVED BY: d• •a A.B.PER PLAN �' IIIIII ° — , ,, —:�.. « — SHEET: ° . 29/05.2 - FLOOR TO FLOOR ,r \...___.. V / / ifillir . _ HOLDOWNS 30/05.2 - SHEARWALL NAILING 1 E\17 1 o 0 X35 AT TYPES C. 0, E F Q >O I I 3rd FLOOR SHEAR PLAN 1/2'=1-0' 1/8"=1'-0' / / JOB NO.: 9812 SCALE: As indicated