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Plans (8) BUP2016 -00334 BUILDING CODE SUMMARY NARRATIVE RECEI D THIS BUILDING CONSISTS OF 61-BEDROOM UNITS AND 6 2-BEDROOM UNITS ° FORA TOTAL OF 12 UNITS.1 UNITS WILL BE USED AS A MANAGERS UNIT ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS. _ — — _ • NPV°• �j�1� o°e SITE INFO: _ (` n` pTdGGENERAL INFORMATION D DIV • 5 omYD ID 512 DG00900 EXTERIOR WALLS BASED ON FIRE SEPARATION DINS,)°ANGE FIRE RESISTANCE RATING REQUIREMENTS FOR ON ate X<5 1 - - RECEIVED • Alt Accourrt I< 8238282 5<X<10 1 SITE INFO 10>X>30 0 - - — -- NOV 12016 x>3o 0 • Site Address 9550 SW GREENBURG RD - - — Cf�!OFTdGARD G ry/State2lp TIGARD 1fl ASSOCIATED CASE NUMBERS: OTill 111111 illill Itilillill - BUILDING DIVISION SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS — ADJUSTMENT(VAR):VAR2014-00010 TYPE V-B ADJUSTMENT(VAR):VAR2014-00011 PRIMARY STRUCTURAL FRAME 0 - -. BEARING WALLS 0 0-HR RATED WITHIN 10'OF PROP. LINE) NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 NON BEARING INTERIOR WALLS 0 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 n cse n VAULTED GEILINC75 R-38 TABLE 1021.20) Evergreen Builders, LLC UNDERFLOOR5 R-30 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES 74 Joe Westerman 7420 SW Hunziker Road, Suite D SLAB EDGE PERIMETER R-15 STORY MAXIMUM It OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE Tigard,Oregon 97223 HEATED SLAB INTERIOR R-10 BASEMENT, FIRST, SECOND, OR THIRD FLOOR 4 DWELLING UNITS 125 FEET WINDOWS U-0.32 TABLE 705.2 30 ft' 12 ftP 24 ft' 2 ft' 12 ft" ?A ft' 12 ft2 30 ft' 12 ft' 14 ft' 12 ft' 12 ft' 24 ft= 12 ft' FRONT SKYLIGHTS U-0.60 MINIMUM DISTANCE OF PROJECTION '=e EXTERIOR DOORS U-0.20 FIRE SEPERATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 21'-111/2" 8 -C" 38'-0 8 -0" 15'-111/7 EXTERIOR DOORS W/>25 FT'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 GH05EN LE55 THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) GROUND FLOOR WALL SQUARE FOOTAGE: 608 5Q. FT. Z� 4-Ductless heat pump: 30 FEET OR GREATER 20 FEET WINDOW AND STAIR OPENING AREA: 252 50.FT. Windows to be U-0.32 41.4% -.-" -_"- - -- - Project GENERAL CODE SUMMARY NOTES Greenburg Road Apartments 1.OCCUPANCY OF ALL SPACES 15 R-2 iga SW Greenberg Road T BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE Tigard, OR 97202 CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY 4202 WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITION5.1 HOUR PARTITIONS PROVIDED. % 4203 FLOOR A55EMBUES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: Designer 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10. Builders Design, Inc. TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB - 11125 N.E.Weidler St. BASE ALLOWABLE AREA PER STORY:7,000 S.F. MAXIMUM NUMBER OF STORIES:2 Portland,OR 97220 III I I , I I Office: (503)252-3453 MAXIMUM BUILDING HEIGHT:40' LIIIVI 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES,60'HEIGHT Lilt ) 1 I 506.3 AUTOMATIC SPRINKLER INCREASE - f 506.4.4 MAXIMUM BUILDING AREAS: 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. FIRE ALARMS ARE REQUIRED FOR FIRE SPRINKLER SYSTEM m �,r ink m - I Ezz= CHAPTER 6-TYPES OF CONSTRUCTION TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: _ -- - � - - z NO FIRE RATING REQUIREMENTS FOR A55EMBLIES FOR VB CONSTRUCTION _ J TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES WALL AREA PER FLOOR(MOST RESTRICTIVE): 97x8'= 736 5.F. REAR ALLOWED WALL OPENING%@ 5-10= 25% CID r' 705.11,EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 ALLOWED WALL OPENING AREA= 184 S.F. -PROVIDE CLA55 G ROOF COVERING WINDOWS PER FLOOR(4'(17'5)+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:1 HOUR. DOORS PER FLOOR 1 S.F.EACH)= 75.36 S.F. AMOUNT 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 = 16736 S.F. i 712.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR 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 NOTE: CHAPTER 9-FIRE PROTECTION SYSTEMS -PROVIDE SHEATLASSHING G HALL B 15/ON ROOFING -ROOF SHEATHING SHALL BE 15/32'APA RATED 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED SHEATHING WITH 8d NNIS 0 6 O.G.AT ALL PANEL 903.3.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. --- --- - -` __ 7 CHAPTER 10-MEANS OF EGRESS EDGES AND 17 O.G. IN FIELD M - TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT ® -DENOTES DOWNSPOUT LOCATIONcj COPYRIGHT 2015 _ TA1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE - BLE NOTE:SECTION CALLOUT DETAILS ARE LOCATED ON SHEET D5.1 IE D5.2 SEE DETAIL 1Q SUMMIT ENGINEERING LLC ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 10093.1 _ 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 LINEOF SUMMIT ENGIN RING LLC AND -- - - "- ARE ] ] -- - -- -- - NOT TO BE USED OR REPRODUCED IN 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. pg NO OVERHANGS ALLOWED WITHIN 24"OF PROPERTY LINE S.M. GUTTERS DS — --- - ANY MANNER,WITHOUT PRIOR GRAFTER 11 -ACCESSIBILITY -— — 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 ACCESSIBILITY REQUIREMENTS NOTE:ASSUMED 501E BEARING PRESSURE IS 3,000 LB. 1 - I I r-- - 7'/12' I - - REVISION SCHEDULE: -------------- I I -I- --- ----,----+------ I I II I ------- I RIGHT REVISION DELTA ISSUE DATE I I I I I I I I I I I I a 3%32`=1'-C' I I I I I I I I I I ��---- � City of Tigard I I I I I I I I I I I I I I I 1 I I [A� 11,, roved Plans D � �^ r r Date PRINT DATE: 5 i 5 5 10'6/2016 11:53:19 AM I 1 1 1 I I i DSI D5 i I D51 I �rTCT DS DS D5 I 5 �� V IS1UP - SHEET TITLE: ELEVATIONS AND 1 i I Approved plans ROOF PLAN shall be ono sit( . @)5S BLK'G PER DETAIL 5 ----1 --- i I 5 r I 5 i i 1 1 DS i i iD5 1r 1 i 1i 1i DRAG TRUSS D5 OC. SEE DETAILMANU.TRUbSES @ O _ i i i I i r i i I ALIGN WITH SHEARWALL5 BELOW — 1 I r i i i i i i DRAWN BY: BSY r I M i i I i Il APPROVED BY: JH I SHEET: I r ROOF PIAN A 2 6 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 TRU 55 332`=r-0" - --- --. JOB NO.: 9812 SCALE: As indicated NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE 92'-0" 10 PROPERTY LINE 0 SEE TYPICAL 1 5EDROOM PLAN �]E SEE TYPICAL 2 BEDROOM PLAN TYPE B AGGE551BLE UNITS TYPE B ACCESSIBLE UNITS B ACCESSIBLE UNITS TYPE B AGGESSIBLE UNI 5 -OPTION B OPTION B -OPTION B OPTION B F O \ i 7 DW DW •o _,� o 0 � �� I I � .` O � J Client I I I I i Evergreen Builders, LLC I t t�` c/o Joe Westerman 7420 SW Hunziker Road, Suite D EF o J L o © � Tigard, Oregon 97223 -= Project Greenburg Road Apartments _ 9550 SW Greenburg Road Tigard, OR 97202 7 OVERALL 1st FLOOR PLAN - Designer 28 28 - - Builders Design, inc. S. 5. 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 ® W1 -FIRE PARTITION -SOUND RATED --- 7 PAGES DS.1 - DS.2. REFER TO THESE PAGES FOR ALL FRAMING NOTE:CONTRACTOR TO LOCATE WON CONTROL VENTS AND FOUNDATION REQUIRED DETAILS W2-FIRE BARRIER- NON SOUND RATED U-' d NOTE: f W3-EXTERIOR WALL- NON-RATED � ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS co PER HOLD-DOWN SCHEDULE AND SIMP50N LITERATURE O W4- INTERIOR WALL-NON-RATED 92' 0" NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS 26'-0 26 -o° 20'-0 20 -0 0 W5-PLUMBING WALL-NON RATED 12 -0 4 -0:: _ 3 g,: g.. _ 3 4 O 12 0.. _ 6. 4 O.. 5 g:: 9 g. 5 .9 L,5-11 - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION WALL LEGEND - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS - PROVIDE (2) #4 REBAR EACH WAY IN ALL 24'x24"x12" GONG. FTG'S 4"5Q. x 12"GONG. FTG'S PROPE LINE - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30"x30"x12" GONG. FTG'S W/(2)#4 REBAR E.w. -- 24"5Q. FOOTING SCHEDULE x 12 GONG. FTG'5 B37e`_A.B A3' " 8 82cA3. A.3 --� ® -48"SQ.x 16"DEEP W/(4)#4 @ TOP It BTM EACH WAY -- --- ----- -- - -- ------ - - W/(2)- BAR E.W. ® -60"SQ.x 28"DEEP W/(5)#4 REBAR TOP$BTM. EACH WAY (C) COPYRIGHT 2015 O (SITS BELOW STEM WALL-ANCHOR BOLT NEED 24'MIN. EMBED) — — — — — — — SUMMIT ENGINEERING LLC OPERTY I—I I—I J - _ _ - n J THESE OF 5 MMITIENGINEER NG LNGS ARE THE LC AND — — U .� I /- /�� � —� I -�II , / ARE J LJ _ / r^ c 4B y\ w� NOT TO BE USED OR REPRODUCED IN rn I I _ I I ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. `^ 5s-816A6:5 r� 3. 2.. 2 I , I I I SETB'6A.B'S REVISION SCHEDULE: 13 -9 ® 14'-0" A I I REVISION DELTA ISSUE DATE lr,y- 5 30 A3.- L - L — J L — J 11'-6.. a 1 p e nAKA �4 _.> PRINT DATE: - 2 �EBA<IN F N. S �n ® \v I I I 10/6/2016 11:53:20 AM O 'a r S' _ O N bE2T.E0WEC 48 C.". l I SHEET TITLE: (L __Fl ; I o I r — — I I ° r — — It le xl< Nc.Fcc-Ncs 1 st FLOOR & © FOUNDATION PLAN E530 A3.5 ° 35K5:C AB.E ° ° A3. 3_5'S 3_5'S A..B:B -- 8"c A35 DRAWN BY: B n n FOUNDATION PLAN APPROVED BY: 2 -0 2'-0" 2'-0" 2'-0" 2'-0" SHEET: 11 6" 6' 6" 4' 0" 4' 0" 6' 6" 11' 6" 0" 6_0" 0" 4 0" 4' 0" 0" 6 -0 0' 22 0" 8' 0" 38 -0 8' 0" 16 -0 A27 _/ JOB NO.: 9812 SCALE: As indicated 26-0' 26 0" 20 0" 20 -0, 10 PROPERTY LINE 0 SEE TYPICAL 1 iflqKOM PLAN TYPICAL R SEE GAL 2 BEDROOM PLAN Client R F. RE Evergreen Builders, LLC 0 o c/o Joe Westerman I I DWe 0 0 7420 SW Hunziker Road, Suite D L — L —J Tigard, Oregon 97223 I IG cc REF. o J o 0 0 o E] r ©.P W❑ D. — - — - Project Greenburg Road Apartments 9550 SW Greenburg Road I I Tigard, OR 97202 I I Designer Builders Design, inc. 11125 N.E. Weidler St. OVERALL 2nd FLOOR PLAN Portland, OR 97220 Off ice: (503) 252-3453 SEE SHEET WT FOR WALL CONSTRUCTION ® Wl -FIRE PARTITION -SOUND RATED W2-FIRE BARRIER-NON SOUND RATED i ® W3-EXTERIOR WALL- NON-RATED (D Z O W4-INTERIOR WALL- NON-RATED 0 m 0 W5-PLUMBING WALL-NON RATED WALL LEGEND -_ 26'-0" 26'-0" 20'-0' 20 -0, i PROPERTY LINE C1 COPYRIGHT 2015 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: SEE TYPICAL 2 BEDROOM PLAN I REVISION DELTA SSUE DATE I 40'-10" MAX.TRAVEL DISTANCE I 36 2" MAX.TRAVEL DISTANCE TO EXIST STAIR ACCESS i TO EXIST STAIR ACCESS I R F. RE r— ---------\- J - I O O I I �DWI (3C PRINT DATE: • I J L_ IN J 10/6/2016 11:53:22 AM CCI 7 ® REF. o J L- o — r--J — L SHEET TITLE: I ll , 0 0 , I ; 2nd & 3rd FLOOR W❑ __� ® � I I I PLANS I I 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 IS 64'-6" -MAXIMUM - MAXIMUM ACCESS OVERAL �rdFR PLAN A28 DISTANCE 15105.33' DISTANCE 15100.62' 3 =1 JOB NO.: 9812 SCALE: As indicated 17 D5 NOTE: PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL GOMPLY WITH SECTION 713.3.1 THROUGH 713.3.3. I I GOMP. SHINGLES ON 15#FELT ON 1/2'GDX PLY.WD. I I SEE ROOF PLAN FOR ROOF VENT LOCATIONS GIRDER TRU55 I I I I MANU.TRUSSES @ G. I I I I DS I I I I � I I I I 2x SOLID BLOCKING - - - - - - - - - - - - - - - - - - - - - - - - - - - -/- - - - - - - - - - - - L - { I I — — — — — — — — — — — — — — — JI — — — — — — — — — — — — — — — — — — — — — B/ L Client CEILINGS AND EAVES IN THI5 AREA TO D5 BE PRO TECTED WITH 5/8"TYPE X GYP. Evergreen Builders, LLC BD. (GOLD BOND FIRE SHIELD) C/o Joe Westerman - - - - - - 7420 SW Hunziker Road, Suite D 12" MIN. Tigard, Oregon 97223 36" HIGH HANDRAIL.&42"GUA RAILS 42" HIGH GUARDRAILS SPACE PIGKET5 AT ALL STAIR 3 AND I LANDINGS TO PREVENT D5 1 23/32"EDGE-GOLD 5UBFL OR I I PA55AGE OF 4"DIA. PERE. 19 F - - - - - - J HARDI-PLANK SIDING ON k,25 i i 10 JOISTS @ 16"O.G HYDRO-GAP VAPOR BARRIER(OR EQUAL) 42" HIGH y ON 1/2" PLY.WD. OR 7/16"OSB 7 ON 2x6 STUDS @ 16"O.G. GUARDRAIL p Fl MAINTAIN 1/8'MIN. SPAGE BETWEEEN — — THE SIDING AND THE WATER MEMBRANE Project 6x10 BEAM o Greenburg Road Apartments ` ' - - - r i 9550 SW Greenburg Road 6 III 1 42'HIGH GUARDRAILS L - - _ _ _ _ ����� 1 I Tigard, OR 97202 MAINTAIN (MIN) .1` 23/32'E GE-GOLD SURF OR 6'-8' HEADROOM � UESS THAN 27' 16 RISERS FOR STAIRS 27 Designer -11'RUN/6-7/8'RISE 10 Jp15T5 @ 16"O.G. DS Builders Design, Inc. NOTE: - - - 11125 N.E. Weidler St. SEE DETAILS ON SHEET DS FOR STAIR CONNECTIONS Fl Portland, OR 97220 R-15 SLAB EDGE IN5UL. Office: (503) 252-3453 24 - 5/8"TYPE X o - D5 y Q GYP. BD. (TYP) HU48 HANGERS � I Q 12" PLUS WIDTH I I 48 J015T5 @ 24'I O.G. OF TREAD I C 9x13.4 STEEL CHANNEL 4"GONG. SLAB ON 3/4 G P. FILL L - - - - Q MAX 4" W/FIBER MESN 2x DECKING • 6x8 BEAM 24'x36 AT FTG. 2' O RADON VENT L07 SEE DETAILS 0 Z 8"GONG.WALL •I - W/#4 REBAR @ 6O.G.E.W. L J m ON 18x10 GONG FOOTING W/(2)#4 REBAR AND#4 VERT. DOWELS @ 48"O.G. NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS P - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL r 5 r 5 r - - - - - , 5 I I I I I — -- I I I I I I (C) COPYRIGHT 2075 I SUMMIT ENGINEERING LLC I I I I I I I THESE DRAWINGS ARE THE PROPERTY I OF SUMMIT ENGINEERING LLC AND ARE MANU.TRUSSES @ 24"O.G. I NOT TO BE USED OR REPRODUCED IN I ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. I I I I I I I I I I I I I I I I REVISION SCHEDULE: der- 1 1 REVISION DELTA ISSUE DATE I I L _ _ J I I I I L - - - _ _ J SEE PLAN FOR WALL 5 - - - — J /_ SEE PLAN FOR WALL TYPES r - - - - , @9A r - - - - , 9/11 r - - - - , 9/11 _ D5 _ " " " " D5 _ DS PRINT DATE: - ' ' 10/6/201_6 11:53:23 AM \ \ \ I I 7 I I \ I I \ I I \ I I - - _ _ J - - _ _ J L - - _ _ J SHEET TITLE: W YY W i CROSS SECTIONS 11) SEE FLOG EILING/A55EMBLY AND DETAILS 8 r - - - - , 9/I1 r - - - - , 9/11 - - - - , 9/11 8 DS - - - - 05 " - - ' " DS - DS I 1 \ L — — _ _ J \ L _ — _ — J \ L _ _ _ _ J GWi WI DRAWN BY: BSY APPROVED BY: - - - - - D5 SHEET: - 7 12 r _ _ _ F.F.E. DS _ I I F.F.E.=241.65' I I I I L — _ — _ _ J A29 I I L _ _ _ — — J ection JOB NO.: 9812 SCALE: As indicated I � neo I WML A$ KY ' lHE TFIBEF WI INSULATION F PSNETMTNETW ICN i FLOOR JOISTS RECESSED FAN �— INSTALL WALL AND CEILING FLOOR JOISTS — GYP. BD. PRIOR TO SOFFIT INSTALLATION FIRE TAPE(AS REQUIRED) Client r Evergreen Builders, LLC C/o Joe Westerman 7420 SW Hunziker Road,Suite D K Tigard, Oregon 97223 2x6 SOFFIT FIRE CAULK AT JOINTS (2)LAYERS 5/8"TYPE X'GYP BD WAll ASSEMBLY 5/8"TYPE X'GYP BD DETAIL FOR RECESSED FAN vmg=. DUCTING THROUGH EXTERIOR 1-HOUR WALL -- - - -- — 7 SOFFIT DETAIL Pfeiect Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 Z: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 rn _ ._.. z II F j KITCHEN EXHAUST ,e 00103, cc Ir �� llllIt \1l cc F ® I EF ° J� LL ° EF — O O -- BATH EXHAUST ---�I I _ oD 0 _ ❑W (C) COPYRIGHT 2015 I I DRYER EXHAUST SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN II I I I I I ANY MANNER,WITHOUT PRIOR II I I I I I I I W RnTEN AUTHORIZATION. 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 HANIGAL V8 =1-0 PRINT DATE: 10/6/2016 11:53:24 AM SHEET TITLE: FIRST FLOOR MECHANICAL DRAWN BY: Author APPROVED BY: Checker SHEET: M10 JOB NO. 9812 SCALE: As indicated WML AS.SEMUY - 11/•'M TXEAM IMM W1 ION FIREW -� - IREfACE COM UNU KNETWION 1 FLOOR JOISTS RECESSED FAN INSTALL WALL AND CEILING FLOOR JOISTS GYP. BD. PRIOR TO SOFFIT INSTALLATION FIRE TAPE(A5 REQUIRED) !V 2x6 SOFFIT FIRE CAULK AT JOINTS (2)LAYERS 5/8"TYPE'X'GYP BD -- WALL ASSEMBLY 5/8"TYPE'X'GYP BD DETAIL FOR RECESSED FAN w - 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 / ---- / - - _ 7 NOTE:ALL DUCTING TO BE 26 GAUGE Project Greenburg Road Apartments 9550 SW Greenburg Road KITCHEN EXHAUST KITCHEN EXHAUST KITCHEN EXHAUST Tigard, OR 97202 I I I Designer I I I Builders Design, inc. I 11125 N.E. Weidler St. Portland, OR 97220 I I F. I I RE KITCHEN EXHAUST Office: (503) 252-3453 JD Lo DW I I ® DW o 0 II II - 1 11 II 1DD C:Q F ® � I REF. o J, LL o REF. 4 — JAI O 0 I BATH EXHAUST - - ® o z DRYER EXHAUST III -- III I I I I m Awl III III I I I I III III I I I I III III 1 1 I I e ee a 0 BATH EXHAUST BATH EXHAUST BATH EXHAUST DRYER EXHAUST DRYER EXHAUST DRYER EXHAUST BATH EXHAUST BATH EXHAUST OVERALL 2nd FLOOR MECHANICAL (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY NOTE:ALL DUCTING 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 j REVISION SCHEDULE: REVISION DELTA ISSUE DATE VENT TO ROOF F. RE . VENT TO ROOF I I PRINT DATE: DW I I DW o o / 10/6/2016 11:5325 A; 2AY0 II 1 CDCI I SHEET TITLE: VENT TO ROOF F F REF. J L REF. ® � F❑ — — SECOND & THIRD F FLOOR W F MECHANICAL I I DRYER EXHAUST I I I I W I I I I I I DRAWN BY: Author I I I I I I I I APPROVED BY: Checker — 7 SHEET: DRYER EXHAUST VENT TO ROOF DRYER EXHAUST VENT TO ROOF M 11 DRYER EXHAUST VENT TO ROOF OVERALL 3rd FLOOR MECHANICAL _ _- _'' 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 REMARKS9 A WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT° 5,6 TYPE ATTACHMENTS A A A 15/32" 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 26/05.2 12"OC TYP. C 15/32" 8d at 3" o.c. 16d at 4"oc - 1 O at 4" o.c. 1/2" DIA at 20" o.c. 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 1/4x3 114 at 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 C 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" ox. 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. B _-- BTigard, Oregon 97223 -- B 1- i2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FORALL WALL TYPES EXCEPT"A", "B"AND"G". STAGGER NAILING. 3x PLATE MAY -BE USED IN LEW OF(2)2x PLATES WITH NAILING. --- 2. APA-RATED OSB OR PLYWOOD APPLY ONE SIDE OF WALL U.N.O. G G 3- ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12"OC TYR 4. MI NDAUM 3 BOLTS PER T-0"LENGTH OF WALL. 5. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBEDProject. Greenburg Road Apartments 6. PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP. A A A 9550 SW Greenburg Road Tigard, OR 97202 7- PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. I5t FLOOR SHEAR PLAN 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE "TOE-NAILING". A 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT_ - -- - --/ Designer _ a Builders Design, inc. A - — A 11125 N.E. Weidler St. HOLD-DOWN SCHEDULE Po Hand, OR 97220 Office: (503) 252-3453 REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR G G G DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST BOLT$• REMARKS G B B OPENING23 BOLTS TO POST 1 CS16 STRAP 13" 22 - 8d 2x Ta = 1705# A A 2 CS14 STRAP 16" 30 - 8d 2x Ta = 2490# B B C - - 3 CMSTCI6 STRAP 20" 50 - 16d SINKER 2 2x - Ta = 4585# A A -- - O rn 4 CMST14 30" 66 - 10d 4x Ta = 6490# z 5 CMST12 39" 86 - 10d 4x Ta = 9215# A A o 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2" (2) 2x SSTB16 Ta = 3075# `- m �- 7 HDU4-SDS2.5 10 - SDS 1/4x2 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 1/4x2 1/2" 4x SSTB28 Ta = 6605# A --- q 10 HDU11-SDS2.5 - 30 - SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9535# ---� A A 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 B 1.HOLD-DOWNS ARE "SHAPSON"BRAND U_N_0 2.LENGTH APPLIES TO ALL STRAPS' MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL l HOLD-DOWN STRAPS, BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 3.FOR HORIZONTAL WINDOW STRAPPING,FTLLALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x A q (C) COPYRIGHT 2015 FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES (2)ROWS 8d AT 16"OC. A q nd FLOOR SHEAR PLAN SUMMIT ENGINEERING LLC A 1/8"-1'-O" THESE DRAWINGS ARE THE PROPERTY 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS tOAT 12-OC STAGGERED MAYBE USED IN LIEU OF 4x POST FOR CMSTCI6 AND HDU2 HOLD- OF SUMMIT ENGINEERING LLC AND d ARE DOWNS. NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR A A WRITTEN AUTHORIZATION. 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF 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,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. 8. 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x30. G 6 G A A SHEARWALL- PER PLAN A A A A PRINT DATE: 10/6/2016 11:53:26 AM STRAP AT UPPER LEVEL -FOR 2"O.C. NAILING, STAGGER AS SHOWN A - PER PLAN -WHERE DOUBLE 2x ARE ALLOWED AT SILL 8 TOP PLATE FOR SHEET TITLE: TYPE"C", STAGGER CONNECTION NAILING,TYP. A STUD� FIELD NAILING PER SCHEDULE SHEAR WALLS PLANS A 3x PANEL EDGE MEMBER STRAP CONNECTS A A A FOR COMPLETE LOAD PATH 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER A q HOLDOWN PER PLAN ° DRAWN BY: BSY APPROVED BY: A.B. PER PLAN LO SHEET: 29/05.2 - FLOOR TO FLOOR 30/D5.2 - SHEARWALL NAILING S 3 0 HOLDOWNS AT TYPES G. D. E � F 3rd FLOOR SHEAR PLAN v2 _1-0. _ JOB NO.: 9812 SCALE: As indicated