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Plans (9) BUP2016 -00334 *NGINE-E SUMM tL.L.C. October 31, 2016 Project: New Apartments 9550 SW Greenburg Road Tigard, OR 97202 Subject: Building 5 plan orientation To whom it may concern: The following is a modification to the permitted plans: • Due to the Civil plans and Architectural Building plans showing Building 5 in a mirrored fashion, and the plumbing at the foundation level has been built to the orientation of the Civil plans, we propose the following rectification: The building plans have been mirrored to match the Civil plans, so that plumbing in place does not need to be changed at this point. This does not affect the structural building plans or calculations in any way as far as the engineered design. • Sheets affected by this design: • A26 • A27 • A28 • A29 • S30 • M10 PES P ROFFS • M11 c° GINF� �p�9 . v 65469P,E, { Sincerely, OREGON/ �b Julie Havelka, PE ✓�. 51'2 P Summit Engineering, LLC �</47 HAA�� 971-251-0194 J' 6— Julie@summitengineeringllc.com G BUILDING CODE SUMMARY NARRATIVE - RECEIVED THIS BUILDING CONSISTS OF 61-BEDROOM UNITS AND 6 2-BEDROOM UNITSFOR A TOTAL OF 12 UNITS.1 UNITS WILL BE USED AS A MANAGER'S UNIT ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS. -SITE INFO: -- - -- - NOV 12016 GENERAL INFORMATION - _.. —_ - 0110Ia TIGARID Property ID W273156 - - _- __.._� - ' FIRE RESISTANCE RATING REQUIREMENTS FGR BUILDING DIVISION I County WASHINGTON EXTERIOR WALLS BASED ON FIRE SEPARATIC DINSTANGE -- - -- - State ID 15126DG00900 X<5 Alt Account# R238282 _ --- - - 5<X<10 1 - • Site Address 9550 5W GREENBURG RD 10>X>30 0 • City/State/Zip TIGARD X>30 0 SITE INFO I A550GIATED CASE NUMBERS: FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS - - SITE DEVELOPMENT REVIEW(SDR):SOR2014-00002 TYPE V B - - - ADJUSTMENT(VAR):VAR2014-00010 - - - _ -- PRIMARY STRUCTURAL FRAME 0 ADJUSTMENT(VAR):VAR2014 00011 BEARING WALLS 0(1-HR ATED WITHIN 10'OF PROP. LINE) - NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESC 401.1 NON BEARING INTERIOR WALLS 0 - -- - - -- __... - 11115511111111 151L 1111 11 WALL INSULATION-ABOVE GRADE R-21 FLOOR CONSTRUCTION 0 - - WALL INSULATION-BELOW GRADE R-15 AND SECONDARY MEMBERS _ FLAT CEILINGS R-38 ROOF CONSTRUCTION 0 - Client VAULTED CEILINGS R-38g 1021.2(1) - g 14Ever reen Builders, LLC UNDERFLOORS R-30 STORIES WITH ONE EXIT OR ACCE55 TO ONE EXIT 74 FOR R-2 OCCUPANCIES a Joe Westerman 7420 SW Hunziker Road, Suite D SLAB EDGE PERIMETER R-15 STORY WIMUM #OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE mono Tigard, Oregon 97223 HEATED SLAB INTERIOR R-10 BASEMENT, FIRST, 5EGOND, OR THIRD FLOOD 4 DWELLING UNITS 125 FEET WINDOWS U-0.32 TABLE 705.2 30 ft, 12 ft, ?A ft� 12 ft' 12 ft� 24 ft' 12 ft� 30 ft' 12 ft' 24 It' 112 ft2 I 12 ft' 24 ft' 12 ft' SKYLIGHTS U-0.60 MINIMUM D15TANGE OF PROJECTION F EXTERIOR DOORS U-0.20 FIRE 5EPERATION D15TANCE (F5D) MINIMUM DISTANCE FROM LINE USED TO DETERMINE F5D 21'-111;2' 8'-0" 38'-0" 11 L 8 -0" 15'-11 1/2" EXTERIOR DOORS W/>2.5 FTT GLAZING U-0.40 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED FORCED AIR DUCT INSULATION R-8 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF ADDITIONAL MEASURE CHOSEN p GROUND FLOOR WALL SQUARE FOOTAGE: 608 5Q. FT. _ LE55 THAN 30 FEET 5D BEYOND 3 FEET(OR FRACTION THEREOF) 4- Ductless heat pump: 30 FEET OR GREATER 20 FEET WINDOW AND STAIR OPENING AREA: 252 5Q. FT. Windows to be U-0.32 41.4% Project GENERAL CODE SUMMARY NOTES rtments 1. OCCUPANCY OF ALL SPACES 15 R-2 Greenburg pa 9550 SW Gree Road nburg Road Tigard, OR 97202 BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY 4202 WALLS SEPARATING DWELLING UNITS SHALL BE GON5TRUGTED AS FIRE PARTITIONS. 1 HOUR PARTITIONS PROVIDED. 420.3 FLOOR A55EMBLIE5 SEPARATING DWELLING UNITS SHALL BE GONSTRUGTED A5 HORIZONTAL A55EMBLIE5.1 HOI1R SEPARATION PROVIDED. GRAFTER 5-GENERAL BUILDING HEIGHTS AND AREAS: _ Designer 503.1.2- BUILDINC75 ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. Builders BuiIde s Desi n Inc. TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE V8 �- _ N 11125 N.E. Weidler St. BASE ALLOWABLE AREA PER STORY:7,000 S.F. MAXIMUM NUMBER OF STORIES:2 Office:Portland,(503) 252--33 97220 -_ � - 453 MAXIMUM BUILDING HEIGHT:40' CA 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES, 60' HEIGHT 506.3 AUTOMATIC SPRINKLER INCREASE - - 506.4.4 MAXIMUM BUILDING AREAS: m ® ® 1 NOT USING SPRINKLER OR FRONTAGE INCREASES - - 7,000 S.F.x 200%=14,000 S.F. MAX. BUILDING AREA PER STORY. =42,000 S.F.TOTAL AT 3 STORIES PROPOSED BUILDING LIVING AREA=9,786 S.F. - — - - - - FT Ffl FIRE ALARMS ARE REQUIRED FOR FIRE SPRINKLER SYSTEM - or m m r CHAPTER 6 -TYPES OF CONSTRUCTION - to + _ - TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: NO FIRE RATING REQUIREMENTS FOR A55EMBLIES FOR VB GONSTRUCT10N TABLE 602-FIRE RES15TANGE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE �f -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. WALL AREA PER FLOOR(MOST RESTRICTIVE): 92'1 736 S.F. m CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES ALLOWED WALL OPENING%@ 5-10= 25% REAR 705.11, EXCEPTION 5- PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 ALLOWED WALL OPENING AREA= 184 S.F. PROVIDE CLASS G ROOF COVERING WINDOWS PER FLOOR(4'(12°'5)+4'(4.5'*4')= 92 S.F. -1/2"FIRE-RETARDANT PLY. WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS: HOUR. DOORS PER FLOOR 1 75.36 S.F. S.F. EACH)= AMOUNT 167.36 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. PROPOSED OPENING A = , 712.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL A55EMBLIES ARE NOT REQUIRED TO BE RATED. v TABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCL05URE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. _ - NOTE: 717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED CHAPTER 9-FIRE PROTECTION SYSTEMS -PROVIDE GLASS G GOMP05TTTION ROOFING -- '--- -- 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED -ROOF SHEATHING SHALL BE 15/32'APA RATED 903.3.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. SHEATHING WITH 8d N O.G.AT ALL PANEL ED(T ` -- - CHAPTER 10- MEANS OF EGRESS EDGES AND 12'O.G. IN FIELD TYP) - — TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 G5F PER OCCUPANT e -DENOTES DOWNSPOUT LOCATION (C) COPYRIGHT 2015 - TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE - SUMMIT ENGINEERING LLC ENCLOSED EXIT ACCESS STAIR I5 PROVIDED PER SECTION 1009.3.1 NOTE: SECTION GALLOUT DETAILS ARE LOCATED ON SHEET D5.1 &D5.2 SEE DETAIL O — — THESE DRAWINGS ARE THE PROPERTY SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. PROPERTY LINE _ of suMMlr ENGINEERING LLc AND ARE ] ] --- - -- -- _ NOT TO BE USED OR REPRODUCED IN 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. o S.M.GUTTERS ANY MANNER,WITHOUT PRIOR CHAPTER 11 -AGGE55181LITY 5 NO OVERHANGS ALLOWED WITHIN 24'OF PROPERTY LINE 5 ---------------- - WRITTEN AUTHORIZATION. ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. LINE OF WALLS BELOW '--- -- ----- THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM AGGE551BILITY REQUIREMENTS - - - NOTE:ASSUMED SOIL BEARING PRESSURE 15 3,000 LB. F - I I I I r-- - 7"/12" REVISION SCHEDULE: -------------- I I I I —I— ---+---- ----+------ I I I I 1 I 1 I I 1 1 I I I 1 I I 1 j r I RIGHT REVISION DELTA ISSUE DATE 1 I I I I 1 I OC-' -Tigard � 2'-fir-oy ty � vPlanse By Date ,�pI�� I I I I I I I I I MNT DATE: 5 1 5 I 1 5 i 15 1 I � REVISION/ l ,os,2o16 _ 9A% 11:531 I I I SHEET TITLE: ' - - - -�- -�- � - - - - - �- - T - t- - - - - � -,��� � - OFFICE COPY ELEVATIONS AND ROOF PLAN (J055 BLK'G PER DETAIL 5 5 r i I 5 5 i I I 5 I DRAG TRUSS - D5 j i j DS MANU.TRU6SE5 @ 24'O.G. i i DS i i 5 i SEE DETAIL 0 - - r ALIGN WITH SHFARWALL5 BELOW a, - ---- ......... - — 7 A i I i M I I i DRAWN BY: BSY -- I APPROVED BY: JH I I I fit - ---- i SHEET: �_____________ l ,I I I , L___ �__ i � ------ ROOF PLAN A26 1,600 LB. DRAG TRUSS 5,200 LB. DRAG TRUSS 4,100 LB. DRAG TRU55 7,000 LB. DRAG TRUSS 1,600 LB. DRAG TRUSS LEFT 1,600 LB. DRAG TR 59 33i JOB NO.: 9812 SCALE: AS indicated NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE 92 0" 26 0" 26-0, 20-0" 20' 0' PROPERTY LINE 0 SEE TYPICAL 1 1EDROOM PLAN r SEE TYPICAL 2 BEDROOM PLAN TYPE BACCE551BLE UNITS TYPE BAGGE551BLE UNITS BACCE551M UNITS TYPE BAGGE551BLE UNI 5 OPTION B OPTION B -OPTION B OPTION B 34F I I DW I I DW o _,�� ��, �� o J L — Client Evergreen Builders, LLC I , t�` c/o Joe Westerman 7420 SW Hunziker Road, Suite D EF o J L o Tigard, Oregon 97223 L12] ® El _- ©� o =- a d Z_ 7 Project Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 7 OVERALL 1st FLOOR PLAN — — .,,_. ✓, Designer 28 28 Builders Design, inc. 5. S. 11125 N.E. Weidler St. NOTE: Portland, OR 97220 HORNS STROBES REQUIRED AT STAIRWELL AREAS Office: (503) 252-3453 SEE SHEET WT FOR WALL CONSTRUCTION NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION NOTE: FRAMING AND FOUNDATION DETAILS ARE SHOWN ON PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING ® Wi -FIRE PARTITION -SOUND RATED �- 7 NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS AND FOUNDATION REQUIRED DETAILS W2-FIRE BARRIER-NON SOUND RATED LID ' C7 NOTE: W3-EXTERIOR WALL-NON-RATED � ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS m PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATUREO W4- INTERIOR WALL-NON-RATED .92 -0" NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS 26-0" 26-0" 20'-0 20'-0" 0 W5-PLUMBING WALL-NON RATED ` 12' 0" 4' 0" - 3" 9" 9" 3 L,4' 0. 12' 0 6" 4' 0. 5-9" Or-a) ; -9"L, 5 -9' L,3 -11" 01 - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS WALL LEGEND - PROVIDE (2) #4 REBAR EACH WAY IN ALL 24"x24"x12" GONG. FTG'S - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30"x30"x12" GONG. F765W/(2)#4REBARE.W."5Q.x 12"GONG. FTG'S PROPE LINE2515-S:B< 3.sA.3:5 o FOOTING SCHEDULE - _'s>B2c A.B:S A55 m 55T3'S5TB2c A.B. .A.Bs 24'SQ.x 12 GONG. FTG.5 ® -48'SQ.x 16"DEEP W/(4)#4 @ TOP$BTM EACH WAY -- --- ----- -- - -- ------ ---- - W/(2)#4 BAR E.W. ------- ---- ------ -- - ---- ---- o ® -60'SQ.x 28"DEEP W/(5)#4 REBAR TOP$BTM. EACH WAY (C) COPYRIGHT 2015 ULC O TH (SITS BELOW STEM WALL-ANCHOR BOLT NEED 24' MIN. EMBED) — — — — — — — SUMMIT ENGINEERING _ _ ESE DRAWINGS ARE THE PROPERTY -aT1 Fn _. - OF SUMMIT ENGINEERING LLC AND F — — —\ u I / ./ — — — I -�. / — ARE \ II��ll - �J�- y�J\ NOT TO BE USED OR REPRODUCED IN — — ANY MANNER,WITHOUT PRIOR VvFSER`1E F(TYP.)J WRITTEN AUTHORIZATION. `� 548"5A.3:5I - I 55" '.EAB:S 55`B24A.3S 55 BiAA.3.5 b� I . I 3 2" 2°-' I . I I I I I 55TB'6A.B:5 F REVISION SCHEDULE: 13' 9" o I I ® 4' 0" o I I I I A — — r s5TB1E A.B.'S 6l REVISION DELTA ISSUE DATE I I °5TB'6A.B = I — r - - � 9'-9 xE A5.5 = a I _ I .s. — J — J— F Q SST816 A.8.5 . I I L — J L — J = " `_'a` �'�=S,B �4A_� PRINT DATE: 11'-6" I . o I I u < 10/6/2016 11:53:20 AM B / I - 3EA3S I I I I ® o I . I o OOTVGS I I I TYPICAL S u — _F_ _L — J I m I " ` — _F— —L J . I SHEET TITLE: 1 st FLOOR & =07\55 FOUNDATION PLAN ©I SSTBEA3S IIJ I B:EABS I Ia EABS I o 3 -10' 5B1xBGABS I I ° 5B'x30,A.ES - I I o o L � J . o'3tEA,5.5 -aTEA° O DRAWN BY: BSY 5a75 5 .o.' FOUNDATIONPLAN APPROVED BY: 2. 0" 2-0"0.. 2. 0.. 2' 0" 2 -0" 2'-0" SHEET: 6'-6" 4'-0" 4'-0" 6'-6" 11'-6" 0" 6 -0" 0" 4'-0" 4. G. 0" 6'-0" 0" le 22'-01 8 -0 38' 0 01 8 _0 16'-0" 7 A27 JOB NO.: 9812 SCALE: As indicated 26-0" 26-0" 20'-0" 20'-0" 10 PROPERTY LINE 0 SEE TYPICAL 1 EDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN -------------- Client R F. RE Evergreen Builders, LLC c/o Joe Westerman DW 0 0 7420 SW Hunziker Road, Suite D ' I I O Tigard, Oregon 97223 ® � REF. o J L o ( , 0 ® � ® (E) © D Project Greenburg Road Apartments I 9550 SW Greenbur9 Road i ` I Tigard, OR 97202 I I I I -- -- Designer Builders Design, Inc. 11125 N.E. Weidler St. OVERALL 2nd FLOOR PLAN Portland, OR 97220 g = Office: (503) 252-3453 SEE SHEET Wi FOR WALL CONSTRUCTION ® Wi -FIRE PARTITION -SOUND RATED W2-FIRE BARRIER- NON SOUND RATED LO ® W3-EXTERIOR WALL-NON-RATED Z O W4- INTERIOR WALL- NON-RATED m 0 W5-PLUMBING WALL-NON RATED 0 WALL LEGEND e 26 0" 26-0 20' 0" 20' 0" e. 7 PROPERTY LINE (C) COPYRIGHT2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND __ SEE TYPICAL 1 EDROOM PLAN ARE ____ _ ______ ____ ________ ___— NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. I REVISION SCHEDULE: t SEE TYPICAL 2 BEDROOM PLAN I REVISION DELTA ISSUE DATE I 40-10' MAX.TRAVEL DISTANCE - 1 3 2" MAX.TRAVEL DISTANCE TO EX15T STAIR ACCE55 1 TO EXIST STAIR ACCESS I R I O O DWo o PRINT DATE: L_ J L— la J 10/6/2016 11:53:22 AM - - ' I _ cc 1 0 I IDID I --— / I REF. oJ L- o — r--J — 1 SHEET TITLE: 0 o I ; 2nd & 3rd FLOOR w❑ ----- — -----� Do i 1 i PLANS © W❑ I I ❑w I I — — — — I L---- I I I � I I I ---' I I L-------- DRAWN BY: APPROVED BY: DISTANCE TO END OF DISTANCE TO D OF SHEET: EXIT ACCESS STAIR EXIT ACCESS STAIR 15 64'45"SS A CESS ^ 2 Q -MAXIMUM ACCESS -MAXIMUM ACCESS OVERALL r FLOOR PLAN / '� v DISTANCE 15105.33' DISTANCE 15100.62' 13 =1-0 --_7 JOB NO.: 9812 SCALE: As indicated 1 D5 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. I I GOMP. 51-1INGLE5 ON 1511 FELT ON i 1/2'COX PLY.WD. I I SEE ROOF PLAN FOR ROOF VENT LOCATIONSGIRDER TRU55 I I I I I I MANU.TRU55E5 @ G. I I I I D5 1 1 I I ' I I ' I I 2x SOLID BLOCKING - - - - - - - - - - - - - - - - - - - - - - - - - - - -✓-- - - - - - - - - - - � - � I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / L J Client GEILIN 5 AND EAVES IN THIS AREA TO D5 BE PRO rECTED WITH 5/8'TYPE X GYP. Evergreen Builders, LLC c/o Joe BD.(GOLD BOND FIRE SHIELD) ' 7420 SW Hutnziker Road, Suite D I i2"MIN. 42' HIGH GUARDRAILS Tigard, Oregon 97223 36'HIGH HANDRAII-4 42'GLARE RAILS SPACE PICKETS AT ALL STAIR i AND LANDINGS TO PR VENT D5 1 23/32"EDGE-GOLD SUBF JOR PA55AGE OF 4'DLA. PERE. HARDI-PLANK SIDING ON K.D5 i 10 JOISTS @ 16"O.G HYDRO-GAP VAPOR BARRIER(OR EQUAL) ON 1/2"PLY .WD. OR 7/16'OSB 42" HIGH ON 2x6 STUDS @ 16"O.G. GUARDRAIL 1�`?` �� Fl MAINTAIN 1/8" MIN. SPACE BETWEEEN Project J 6x10 BEAM THE SIDING AND THE WATER MEMBRANE 1 `•�•� b Greenburg Road Apartments 1 F - - -1 . � 1 9550 SW Greenburg Road 1 I I I I 42" HIGH GUARDRAILS Tigard, OR 97202 MAINTAIN �c= � 23/32'E GE-GOLD SUBF OR 6-8' HEADROOM �` _ � LESS THAN 27 cr 16 RISERS FOR STAIRS 27 Designer 11"RUN/6-7/8"RISE 1 101 ISTS @ 16"O.G DS Builders Design, Inc. NOTE: - - 11125 N.E. Weidler St. SEE DETAILS ON SHEET DS FOR STAIR CONNECTIONS F1 Portland, OR 97220 R-15 SLAB EDGE IN5UL. Office: (503) 252-3453 , 24 - 5/8"TYPE X o - - ' - - - - - - - DS ti Q GYP. BD. (TYP) HU48 HANGERS � I 12" PLUS WIDTH Q 48 JOISTS @ 24 O.G. OF TREAD G 9x13.4 STEEL CHANNEL 4"GONG. SLAB ON 3/4-G JP. FILL - - - - P MAX 4" W/FIBER MESH 2x DECKING 6x8 BEAM L - 24"06"x12"FTG. RADON VENT 2'-0" to r -.---� -SEE DETAILS Z nt o - 8"GONG.WALL •1 " W/#4REBAR@6'O.G.E.W. L - - - - - - - - - - - - - - - - - - - ' ON 18x10 GONG FOOTING W/(2)#4 REBAR NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS AND#4 VERT. DOWELS@48"O.G. - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL I ' I I I I I I I I I I I I (C) O RIGHT 2015 I SUMMIT ENGINEERING LLC I I I 1 I I THESE DRAWINGS ARE THE PROPERTY I I OF SUMMIT ENGINEERING LLC AND ARE 1 MANU.TRUSSES @ 24"O.G. I NOT TO BE USED OR REPRODUCED IN EIL I I I I ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. I I I I I 7 1 I I I I I 7 REVISION SCHEDULE: 1 1 1 I REVISION DELTA ISSUE DATE I I I I I I I I I I L - - - _ _ J SEE PLAN FOR WALL S _ _ _ _ J /— SEE PLAN FOR WALL TYPES 911 _ 9/11 911 D5 i - - D5 _ " DS _ D5 PRINT DATE: - - - " 10/6/2016 11:53:2.3 AM LJ - - - J SHEET TITLE: I \ _ _ _ _ \ L _ L - - - - J I I Fl Fl CROSS SECTIONS SEE FLOG EILING/ASSEMBLY AND DETAILS 41 9/11 9/Ii 9 DS i i - - - - - D5 i , " - " " - D5S I I \ I I \ I I \ I 1 I I I I I I \ I I \ I I \ I I I I L _ _ _ _ J L - — - - - J Wi Wi WT DRAWN BY: BSY APPROVED BY: 12 _ _ _ F.F.E.=243.15' SHEET: F.F.E.=241.65' l A29 I I L J I I Section 2 JOB NO.: 9812 SCALE: AS indicated WALL ASSEMBLY N'AW THE I-ATIO Eq EAR NSUFIRECOM FIgECOCE IXMI PENETRATION RECESSED FAN FLOOR JOISTS FLOOR JOISTS INSTALL WALL AND CEILING GYP. BD. PRIOR TO SOFFIT INSTALLATION FIRE TAPE(A5 REQUIRED) talent rr Evergreen Builders, LLC c/o Joe Westerman 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 2x6 SOFFIT FIRE CAULK AT JOINTS (2) LAYERS 5/8"TYPE X'GYP BD WA Y 5/8"TYPE'X'GYP BD DETAIL FOR RECESSED FAN DUCTING THROUGH EXTERIOR 1-HOUR WALL - - SOFFIT DETAIL Protect Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 L / — 7 Designer Builders Design, Inc. 11125 N.E. Weidler St. Portland, OR 97220 Office: (503) 252-3453 NOTE:ALL DUCTING TO BE 26 GAUGE KITCHEN EXHAUST KITCHEN EXHAUST KITCHEN EXHAUST Z:: �7 (D I — 0 I J II II I m I I 0 DW `� II II III I I �o F KITCHEN EXHAUST o ° o LJ F � i II II 4 0 0 F ® I EFIr- J� LL o /EF / W W _-- F .; = �I -- I BATH EXHAUST -- �" (C) COPYRIGHT 2015 DRYER EXHAUST SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND I - I ARE I I I I I I I I NOT TO BE USED OR REPRODUCED IN I II I I I ANY MANNER WITHOUT PRIOR I I I I I WRITTEN AUTHORIZATION. I I III I I 00 BATH EXHAUST REVISION SCHEDULE: BATH EXHAUST BATH EXHAUST DRYER EXHAUST REVISION DELTA ISSUE DATE DRYER EXHAUST DRYER EXHAUST BATH EXHAUST BATH EXHAUST OVERALL 1st FLOOR ME HANI AL PRINT DATE: 10/6/2016 11:53:24 AM SHEET TITLE: FIRST FLOOR MECHANICAL Z:: DRAWN BY: Author APPROVED BY: Checker SHEET: M10 JOB NO.: 9812 SCALE: AS indicated WP P EMPLY - lM 1lEPMNFIBEA$PFI IN$UAnoN FIBEOOOE can uxo %E .TION \,j R FLOOR JOISTS ECE55ED FAN INSTALL WALL AND CEILING FLOOR JOISTS GYP. BD. PRIOR TO SOFFIT INSTALLATION FIRE TAPE(AS REQUIRED) W 2x6 SOFFIT FIRE CAULK AT JOINTS (2)LAYERS 5/8°TYPE X'GYP BD WIiLASBEMBLY / 5/8°TYPE X'GYP BD DETAIL FOR RECESSED FAN e wR .m_ Client DUCTING THROUGH EXTERIOR 1—HOUR WALL Evergreen Builders, LLC c/o Joe Westerman SOFFIT DETAIL 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 NOTE:ALL DUCTING TO BE 26 GAUGE Project Greenburg Road Apartments KITCHEN EXHAUST KITCHEN EXHAUST 9550 SW Greenburg Road KITCHEN EXHAUST Tigard, OR 97202 II Designer I I I Builders Design, inc. I I 11125 N.E. Weidler St. Portland, OR 97220 F. I I RE KITCHEN EXHAUST Office: (503) 252-3453 DW I I DW occ 0 cc — J; ;Lo REF. (3 F ® ' O s1 4 I 0 ❑W qol F i / - -7 BATH EXHAUST -- - -- .! LID ® ® z o DRYER EXHAUST � III - III I I I I 00 III III I I I I III III I I I I III III I I I I , BATH EXHAUST BATH EXHAUST BATH EXHAUST 17DRYER EXHAUST DRYER EXHAUST DRYER EXHAUST BATH EXHAUST - BATH EXHAUST OVERALL 2nd FLOOR ME HANICAL <- (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY NOTE:ALL DUGTING TO BE 26 GAUGE OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. VENT TO ROOF VENT TO ROOF VENT TO ROOF VENT TO ROOF REVISION SCHEDULE: REVISION DELTA ISSUE DATE VENT TO ROOF F. RE VENT TO ROOF I I PRINT DATE: 0 0 DW 10_/6/2016 1.1:53:25 AM DW I I 0 I I 1 F I I DD cc© VENT TO ROOF SHEET TITLE: F ® REF. J L_ REF FO O _ _ SECOND & THIRD F FLOOR F MECHANICAL DRYER EXHAUST 'p I DRAWN BY: Author I I I I I APPROVED BY: Checker SHEET: R EX DRYER EXHAUST VENT TO ROOF DRYEHAUST VENT TO ROOF M 11 DRYER EXHAUST VENT TO ROOF OVERALL 3rd FLOOR MECHANICAL _ - _-�7 a =' JOB NO.: 9812 SCALE: As indicated SHEARWALL SCHEDULE FLOOR SILL PLATE DRAG SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE R THICK- NAILING" RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' A WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT4,5,6 TYPE ATTACHMENT' A A A 15132" 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF 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 26/15.2 12"OC YP. C 15/32" 8d at 3" o.c. 16d at 4"oc - 1 Old at 4" o.c. 1/2" DIA at 20" ox. Va = 550PLF A 16d at 3"oc - G G 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 SDS 1/40 1/4 at - E 15/32" 1 Od at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 870PLF SIMP. A34 AT 6"OC G G A A 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 SIMP. A34 AT 4"OC A A Client 5d COOLER SIMP. A34 AT ---� G 2 OR 16d at 6"oc 24"OC 1/2" DIA at 48" o.c. Va = 220PLF - Evergreen Builders, LLC -----;' c/o Joe Westerman LAYERS WALLBOARD =-- 7420 SW Hunziker Road. Suite D 5/8" AT 4" O.C. g Tigard, Oregon 97223 --- B B L (2)Lx PLATES REQUIRED AT TOPAND 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 ---- 7 - -2. APA-RATED OSB OR PLYWOOD- APPLY ONE SIDE OF WALL U.N.O. G C 3 ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12"OC TYP. 4. MINIMUM 3 BOLTS PER T-0"LENGTH OF WALL- ----- / Project S. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBED. Greenburg Road Apartments OR 9720 6. PROVIDE 3"x3"x 1!4"PLATE WASHERS AT SILL BOLTS,TYP A A A T50 SW 2ur g Road 7- PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES- list FLO RO SHEAR PLAN 8- NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE-NAILING". _ 9- SHEAR VALT TES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT. Designer Builders Design, Inc. AA N 11125 N.E. Weider St. HOLD-DOWN SCHEDULE Portland20 Office: (503) 252-34532-3453 REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR G G G DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST BOLI REMARKS G g g OPENING 2,1 BOLTS TO POST 1 CS16 STRAP 13" 22 - 8d 2x - Ta = 1705# A A 2 CS 14 STRAP 16" 30 - 8d 2x - Ta = 2490# B B - 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2) 2x - Ta = 4585# " A - J-- 4 CMST14 30" 66 - 10d 4x Ta = 6490# z 5 CMST12 39" 86- 10d 4x Ta = 9215#(2) 2x SSTB 16 Ta = 3075# 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2" � m 21 7 HDU4-SDS2.5 - 10 - SDS 1/4x2 1/2" 4x SST620 Ta = 41 8 HDU5-SDS2.5 - 14 - SDS 1/4x2 1/2" 4x SSTB24 Ta = 5025# 9 HDU8-SDS2.5 - 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# A --- A - A A 11) 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# --- 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 g iA I.HOLD-DOWNS ARE "SIMPSON"BRAND UN.O. ell 2.LENGTH APPLIES TO ALL STRAPS;1V1rq[MUM LENGTH 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. 3.FOR HORIZONTAL WINDOW STRAPPING, FILLALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING_ NAIL INTO 2x A A (C) COPYRIGHT 2015 FLAT OR VERTICAL BLOCKING- THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS Sd AT 16"OC- A A nd FLOOR SHEAR PLAN SUMMIT ENGINEERING LLC A „ _'-ri THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 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- ARE DOWNS. NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR 5.FOLLOW MANUFACTURERS'REQUREMEIQTS FOR MLYLYILJM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF A WRITTEN AUTHORIZATION. FOOTING 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND REVISION SCHEDULE: GREATER)_ REVISION DELTA ISSUE DATE 7. IN THE"REMARKS" COLUMN.Ts IS PROJECT SPECIFIC AND IS MAINLY USED ASA GUIDE TO ENGINEER. 8- 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SIli G G A <3> SHEARWALL-PER PLAN A A A <3> PRINT DATE: 10/6/2016 11:53:26 AM STRAP AT UPPER LEVEL -FOR 2"O.G. NAILING, STAGGER AS SHOWN A 7 PER PLAN -WHERE DOUBLE 2x ARE ALLOWED AT SILL&TOP PLATE FOR SHEET TITLE: TYPE'G", STAGGER CONNECTION NAILING,TYP. A STUD g FIELD NAILING PER SCHEDULE SHEAR WALLS Al PLANS A 3x PANEL EDGE MEMBER STRAP CONNECTS A A A FOR COMPLETE LOAD PATH 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER A A DRAWN BY: BSY HOLDOWN PER PLAN APPROVED BY: f A.B. PER PLAN a 4 A SHEET: A A c 29/15.2 - FLOOR TO FLOOR 30/1)5.2 - SHEARWALL NAILING V 3 O HOLDOWNS AT TYPES G. D. E $ F 3rd FLOOR SHEAR PLAN JOB NO.: 9812 SCALE: As indicated