Loading...
Plans (20) E LC2O 16 - 00782 OFFICE COPY ; REC.5yE • BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS SCOPE OF WORK TYPEV-B OCT 5 ?016 THIS BUILDING CONSISTS OF 4 2-BEDROOM UNITS AND 8 GARAGE SPACES. PRIMARY STRUCTURAL FRAME 0 ITY OF TIGARD SITE INfO: BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP.LINE) ...2.... ARD GENERAL INFORMATION NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) -- n RIDING DIVisioN Property ID W273156 NON BEARING INTERIOR WALLS 0 - - • County WASHINGTON FLOOR CONSTRUCTION 0 = \_ • State ID 15126DG00900 AND SECONDARY MEMBERS Irl .i • Alt Account# R238282 ROOF CONSTRUCTION 0 -- - 11 I I �' SITE INFO hi 1111 CITY OF TIGAItD Site Address 9550 SW GREENBURG RD FIRE RESISTANCE RATING REQUIREMENTS FOR 15" ill REVIEWED FO a CODE COMPLIAN ■I I<I Ulla I ✓ • G ry/State/Zip TIGARD EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANGE IMF tuna Approved: ( 1 j - ' I ASSOCIATED CASE NUMBERS: X<5 1 - 11.111-.1 ■In l■ OTC: I j 0`BS t $l. �- • L11ll1L18- LIIIIIIIrI tau /\ P ,I iiX�I-- • 111fli IIII ll SITE DEVELOPMENT REVIEW(5DR):SDR2014-00002 5<X<10 1 rim ;;�; Pcrrnit#: (SIC �(1Q/-(����Kv _ 11 VIII Address: q s� Cu) bt CS& I L., ' .. ADJUSTMENT(VAR):VAR2014-00010 10>X>30 0 fel 11111 ADJUSTMENT(VAR):VAR2014 00011 X>30 0 - '� X11 Suite #: -- IR IIII - - MNIONIIMISIONI ■II Wail Yl' 1 III IrIrrnilirl111 . IL 1113411111 lirtli/ll■ll / / 1111111111111111 11111111DM 1X11111111111 111111111111111111111111111 _ 1111111XN,ir 1 ciliate B Date: LIIa I t\( i PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESC 401.1 TABLE 1021.2(1) ■�� jam■ r ( 1 / WALL INSULATION-ABOVE GRADE R-21 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES - ___.-_- - - (� Client fliimmiemWALL 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 LEFT HEATED SLAB INTERIOR R-10 FIRE SEPERATION DISTANGE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 1/8"=T-O' 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 LE55 THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) 1/8"=1-0' EXTERIOR DOORS W/>25 PP 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 21'-0" 13'-0" 21'-0" 13'-0"- 20'-0" Greenburg Road Apartments NOTE: NOTE: f 9550 SW Greenburg Road GENERAL CODE SUMMARY NOTES -PROVIDE CLASS C GOMPOSTITION ROOFING DRAG TRUSSES SHOWN ALIGN WITH SHEARWALL5 BELOW Tigard,OR 97202 1. OCCUPANCY OF ALL SPACES 15 R-2 -ROOF SHEATHING SHALL BE 1532"APA RATED BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE SHEATHING WITH 8d NAILS @ 6"O.G.AT ALL PANEL CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY EDGES AND 12'O.G. IN FIELD(TYP) - _ -.„.:,16,,,,,,.--: - _ }il 1�,11. = - / 1/2 FIR - , / FIRE-RATED PLY.WDAT THISSIDEOF ROOF Yur111lunrlm rU.. s -- LrLlnl■Imnnlun. 420.2.WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. _ a11nLrImIIILnL1�1ILLLl ai1`■nnnnommlumlllr.. - - _--- - �� � I III i IILI 111.�111y■�11 111■1111111 - - - n�1}I�IIII�11111 (1�111111111111111LI1.. _ " ® DENOTES DOWNSPOUT LOCATION - -i i 1i.i r n li 'NM i111111'Iiiii' tfiili°1]11 i'� Itr iil��l = __ Designer 4203 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. -WITHIN 4'-0"EXTERIOR WALL DRAG TRUSS-1,650# DRAG TRUSS-1,650# r- Design, inc. Builders Desi n inc. CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: 7 LINE WALLS BELOW 11125 N.E. Weidler St. DRAG TRUSS-650# D5 DRAG TRUSS-1950# DRAG TRUSS-650# Portland, OR 97220 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10. '1 ,1 - ii Office:(503)252-3453 TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB DRAG TRUSS-1500# ® DRAG TRUSS-1500# - - BASE ALLOWABLE AREA PER STORY:7,000 S.F. ® I ® - MAXIMUM NUMBER OF STORIES:2 -r f 7 - _ - - - MAXIMUM BUILDING HEIGHT:40` r 13' 0" I I r I 13' 0" I __ I I 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES,60'HEIGHT \\\\f: _ I I I / I I' 506.4.4 MAXIMUM BUILDING AREAS: F - - T r -1 - I ifio NOT USING SPRINKLER OR FRONTAGE INCREASES 7,0005 .x200%. 4,000 5.F. a . BUILDI G AREA. I I - - - - -1 I I - \ / / V r.SED : . . GLI 1 " '1•EA_'. •r. .F. RADON CONTROL 17 1 k VENT TO BE LOCATED DS D5 II 1/2•FIRE-RATED PLY.WD.AT THIS SIDE OP ROOF I GS RADON CONTROL _ _,__ / FIRE ALARMS WILL BE REQUIRED FOR SPRINKLER SYSTEM <DOE BY CONTRACTOR ii/-I I I I I -WITHIN 4'-0"OF 1-HR FIRE WALL 1 1 VENT TO BE LOCATED ■N _:_ .■ ■■ ■■ � ■m I fi - -- ■o N '-.„_-_ CHAPTER 6-TYPES OF CONSTRUCTION I I BY CONTRACTOR - _ - - z t 1• MANU.TRUSSES @ 24"O.C. MANU.TRUSSES @ 24"O.C. _ 1 TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: I I I I I I p : NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE I I II I I on -FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. I 1 1 II I I I I i, II I- SIMPSON 6516 STRAP OVER SHEATHING II.2x FLAT 85'_0" • GRAFTER 7-FIRE AND SMOKE PROTECTION FEATURES r. --- - - - - L -'I + IL J - -- - - -- OR VERTICAL BLOCKING EXTEND PAST WINDOW / r I 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 ® I L_ I I I - - a OPENINGS€NAILS PER HOLD-DOWN SCHEDULE WALL AREA PER FLOOR(MOST RESTRICTIVE): 90'x8': 720 S.F. PROVIDE GLASS GROOF COVERING - ALLOWED WALL OPENING%@ 3-5: 15% REAR s; 1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS \ / I I \ - �J v8'=r-o" 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. DRAG TRU55-1950# ROOF PLAN ALLOWED WALL OPENING AREA: 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. tib'=1-O' WINDOWS PER FLOOR(4'(5'4')+2`(4'"3.5'))= 108 S.F. ��. -ThtE 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 - - / / / / (C) COPYRIGHT 2015 CHAPTER 9-FIRE PROTECTION SYSTEMS -- SUMMIT ENGINEERING LLC 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED THESE DRAWINGS ARE THE PROPERTY 903.3.1.1 -NFPA 13 SPRINKLER SYSTEM REQUIRED. -- -- - ---00,01144%%iiiOF SUMMIT ENGINEERING LLC AND ___- ARE 1 .4•-- a.,0,-.... .,....,,_ �` NOT TO BE USED OR REPRODUCED IN - -__ ANY MANNER,WITHOUT PRIOR CHAPTER 10-MEANS OF EGRESS _ a_ - - � z WRITTEN AUTHORIZATION. TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL:200 GSF PER OCCUPANT - �� aIllfl '• / / b-1"1. TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE _ r - ► , / / ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 1009.3.1 all •-• - ..1 II IIII 11111 / Iin I in nil I REVISION SCHEDULE: SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT DANDLE MINIMUM AT THE WALKING SURFACE. III II III III III II m m 1 111 111 REVISION DELTA ISSUE DATE 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. III III I 0 1111 IMI 11 11 aIII Illr 11111 r 1 1 IIII 11II111 II 1 III II 11 III CHAPTER 11 -ACCESSIBILITY I I III I I NI I I II ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. 1111 11 III 111 111 IIII I I III .,_. . 1 ...__._.__. _ JIII 11111 ■■■■ ■■■ I THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS Mall I■Iliiiiiii tii iimiiii■II111111111111111- 1111 III ' 'mm'il lriln'�rirr'InriileFIT lilt umumnllnmmmmmnulnnl■mmmnll 111111111111111111111 IIIIIIMIIIIIIIIIIIIIIIIMID Il�nmmmmmmumnmmmunnnmmn■ nn■mm1M11 Li mmnlnnumn■mlmnm III 41 1 1 11� I I I r l II ' IIINOTE:ASSUMED SOIL BEARING PRESSURE 151,500 LB. 1111■ II 11111111111it 11111111111111111111111111111111111I11�II �'. '. I I ��.I� I I 1 I Ilf II IIII li II PRINT DATE: r ill 7/7/2016 8:58:28 AM Ifill I I_ am- 11 111 11 1 II l II II III I, ■11 - 111 1111 11111111 I■ III III III II ■II III 11 nrd SHEET TITLE: 111 I III �II■ II II I 111 II III 11 III 1110 11 1111 III 11 ELEVATIONS AND 111 1 1111 11111 1 11111 111 1111 ROOF PLAN II 1 ■II11 I VII III I III n V ■II 1■ 1 III 1 11 III 111 III Ilk I 111l ml IlliI ,_. . _. JIII � 111 ■ II ■■■■ ■■■■ I1I■111IIliim'Iriillniillmiii�l�iii■Inllnnl111n IIII IIII � '�i�l' f�'I�i��ml�i�'��'miii�IIIIIIo Im11 itiminnom11■Imm�lnl I 1111 IIII IIIIImI11111111m111111111m111mI11/1I11nm11111II 11111 nnmn111111mnm■■nllmnminnlammuul 1 I I 111 IIII ■nlmnlmnnlmulmmm�mnl■n1mn11n1 1 I n mmnlnmmnlmmm■ntemilm■■1 priliminimi 1 1/1■immin muni 1m ummnmmnnlnml 11 II 11 II 1 II VIII ma 11111111111 III .- _ - -. I - - II II II II Il I I I I I II / / -:...�1�'.r��� .�■�T ��,�� !-t.+, --r.3-;y1.lisina■1� t 111 - .-:.".�I��..,fl�'-;.�.�. -��� - 4 "" g ��m z. _ r..■el�-..�1, ...�� '�n � ����w -i.r��ilny.� ���t ,-r��-ra�� ��� ";�.�s�-:r����■g� .��� BSY DRAWN BY: ®. ..\. ,�g. '� 1.¢ - lawn =.. �.1 '�. -cwt■®w;��612.1. .�w�.`�,ei -�1,�\I�_I�r�\.®w;���w - h �MIMilneeB��1®1,111 w1 - ---. --- 1 --- w lrlwll�w���'ea !\. -wMallerw�reaw;�\�earla.- .r■;L.�i_4�iILl9�i1 . :.r � :1P.ali "....�_c .�._. ..�_I 3r.m _c 1�_: .�I . rm. , ' ..�I_: .mI_I .���I l I APPROVED BY: I■ � � I 6 •. ° _° RN HL. ' ,: MLR NMI .::: ■ ■ ■ ■ JL _ Afl �. .: 11u11tii � JL_ ■ ■ ■ ■ ■ ■ 1� � JL ■ ■ JL ■■ ■... WWI ■. _IL. I � � � � - _ a, ■.I i� - _ - b I� !� SHEET: e ® ee'! e... es SO i N *IN 11 U 11 r0:i I I1. a ,1- A8 el P.I.rn �:. .._ r 0 N• .Illy-IIII - - .,. �- FRONT �12 a. .: r el; 1 iL w • Il- va =t.-0. e ea a 9 t IA .1 sa li! / / JOB NO.: 9812 SCALE: As indicated / 88'-0" / 10 0" 10 0" 4' G" 14' 0" / 10 " 10' 0" / 10'-O"/ / 5'-0.. / 5 0, 5' 0 /, 5 0.. , B 0" 0' 0" 5-0' 5-0" /. 9' 0„ _-� 9' O.. /, 5 0.. / 5' 0.. 0.. / 5' O" / 7 0.. / 4' 9,. / 5 3 / C> 2 O> o Ai: li) A"2 1 \ 4'-0"x 2'-0" SLIDER 4 -0"x 2' 0" SLIDER 4'-0"x 2' 0" SLIDER 4'-0"x 2'-0" SLIDER 1� 4'-0"x 2 -0" SLIDER 4'-0"x 2-0" SLIDER 4'-0"x 2 -0" SLIDER 4'-0"x 2'-0" SLIDER \ i/ �...,2 . , . // 7 Ar--;%/; i•.//„/:,, 7,%,%.'rte'. //////J'; /, .'flflr crane altrttriti nrenrarlfrfl i% Y,�d�T /� � .'! ;: �/• ��'2;. • . /..907////,'. ...W. , . ,/i p7 0 = % ti % 0 GARAGE GARAGE GARAGE GARAGE :0 GARAGE GARAGE GARAGE GARAGE 0 0 0 / / / / _ Is Client O 9 9 I j o DS © DS © Everreen Builds, c/o Joe Westerman LLC ry AT ALL GARAGE ___ ___ AT ALL GARAGE -7.;''' 7420 SW Hunziker Road, Suite D SEPERATION WALLS SEPERATION WALLS j Tigard, Oregon 97223 11 i in ROOM ii 0 s # ✓ / / / / roject 8'-0”x7-0 GARAGE DOOR — — 8'-0"x7-0"GARAGE DOOR — _ 8'-0"x7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 5-0"x 7-0"GARAGE DOOR _ 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7 0"GARAGE DOOR PG eenburg Road Apartments o \ 9550 SW Greenberg Road iY "HIGH HANDRAIL / Tigard,OR 97202 \ frRRANDRALEXTENSIONS EE STAIR DETAILS _ L 1 I —I I r r o ,, — FIRST FLOOR PLAN L J I I I I I L� J 4°.ro / / � i� I 3 I1 I .\� J/ I D5 I I I \� / Designer / II Builders Design, inc. L J L J 11125 N.E. Weidler St. IIIPortland, OR 97220 NOTE: Office: (503) 252-3453 HORNS t STROBES REQUIRED AT STAIRWELL AREAS 5 2 10�" 4'-10 5 0 0 0' 5 0 5 0 10 0" 5 0 / 4 10' 10'-0" 5 2 / 8' 0" 5 2 10/0" 4' 10" / 5 O 10' 0" 5 O.. / 5' 0" 0' 0" 5 p.. / 4' 10" / 5' 2" / /f f 1 SEE SHEET WT FOR WALL CONSTRUCTION DETAILS r A W1 -FIRE PARTITION-SOUND RATED / / NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTIONN neva ea W2-FIRE BARRIER-NON SOUND RATED Za ' . + ® : THESE ARE HOLD DOWN LOCATIONS NOTE: NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS W3-EXTERIOR WALL-NON-RATED 3 - at 2OALIGN SHEARWALLSaSRENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS - m 2nd FLOOR SHEARWALLS g SUBSEQUENT UPLIFTSMAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION :' -� , -REFERENCEDETAIL 2O PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL I I W4- wrERIORWALL-NON-RATED 1 J_, W5-GARAGE WALL-1-HR RATED ::7 7 I I.:: ill / / 88. O. o 24'x24"x12"CONG. FTG'S 24"x24"x12"GONG. FIG'S ; SEE DETAIL 26/SD NOTE:SEE SHEARWALL SO-EDULE 2 -THIS ENTIRE WALL FOR ANCHOR BOLT SIZING ASPACING -.....4` 18"x18'x12"GONG.FTG. 4iD5.1 A 2> A'2� VD 4�D5.1 18"x18'x12"GONC.FIG. / / / / YRIGHT 15 \ \ F z_ -.r _r 1 z - -L -I— SUMMIT ENGNah. INEERING NGLLC �• - _' - ;. ; . : - • -, r -` THESE DRAWINGS ARE THE PROPERTY 11 �y _-: OF SUMMIT ENGINEERING LLC AND -a-. I _ -11 Ir � •. �•• -1 -- . —'+� '.' ARE I NOT TO BE USED OR REPRODUCED IN ° ANY MANNER.WITHOUT PRIOR 2:1 ��_ - ° WRITTEN AUTHORIZATION. n = 4"GONG. SLAB ON 3/4-COMP. FILL • O 0 W/FIBERMESH(TYP.) I ,„ a O © ' / / / / 8'GONG.WALLS W/18'x10 GONG.FOOTINGS I , I , REVISION SCHEDULE: WI#4 REBAR AT TOP OF STEMWALLS r °a' REVISION DELTA ISSUE DATE a WI(2)114 REBAR IN FOOTINGS - I SSTB20 ANCHOR BOLT _ — � � - - SSTB2G ANCHOR BOLT °- "' AND#4 VERT.DOWELS @ 48"O.G. 111 _. TYPICAL 0 0 0 - - ° 0 a 0 .` 0 ° v °_ I O ® y^ I II I 2^ I . - 18"x18'x12"GONG FTG. PRINT DATE: O O ': I I . I I -. O I ; O 7/7/2016 8:58:28 AM f =° I I SSTBI6 ANCHOR BOLTS I 55TB16 ANCHOR BOLTS I I I I I I / \ II II ▪ II r II II 11 II 11I r 1 1 11I Il 1 SHEET TITLE: ' .- r r 1 ':: I t r f '. r 1 • • iSTFLOORAND = I I I I LI I I I I / 1 . 1 I I FOUNDATION PLAN I I "° I 24"x24"x17 GONG.FTG Ai • I I " I 1 I I • I I I I 24'x24"x12"GONG.FTG I I I a I GI H I ` I I - I I -- I I • . I I : I I ::' I IP I I `- I I .. I L J ' L. J L_ —J L J I L J ,;- L— -__I : L_ —J -• L J °.. 18'x18"x12"GONG. FTG. ° f I C° `. , I 18"x18"x12"GONG. FTG. P • 557816 ANCHOR BOLTS \ 1 1 a. ° $ T 1 H R LT �� / 55TB16 ANCHOR BOLTS 55TB16 ANCHOR BOLTS a 55 B 6 ANG 0 BO 5 ` DRAWN BY: BSY \ \ J \ L • J J ✓ J \ L_ L L_ J L APPROVED BY: O 0 01 0 0 / 55TB20 ANCHOR BOLT SHEET: 55TB20 ANCHOR BOLT NOTE: A9 FOOTING THICKNESS SHALL 24"x24"x12"GONG.FTG 24"x24"x12"GONG. FTG BE INCREASED FOR 5578 MINN FOUNDATION PLAN HOLD-DOWN ANCHORS,TYP. / 10-0" 11( 10'-0' i, 0-0" 4, 10-0" /1 8'-0" / 0-0" / 10-0` i, 10-0' / 410''47" / NOTE:ANCHOR BOLT LOCATIONS SHOWN-SEE SHEAR WALL PLANS FOR HOLD DOWNS TO BE USED / --- — / JOB NO.: 9812 SCALE: 1/4" = 1-0" 88'-0" 14 6" 6 0" 21 6" 21 6" 8' 0. 14 6" / 7-6" 7-0" 8' 0" 3 9" 12 1" 5-8" 4'-8" 11-10" 5-O" 7-0" / 7-6" 4 Al2 4 5-0"x 4'-0" SLIDER 5 ,0 4'- u"SLIDER 4'-0'x 3'- w" SLIDER 4'-0"x 3'- I•" SLIDER 5 -0"x 4'- u" SLIDER 5'-0"x 4'-0" SLIDER !' zczz ,/ , //; W' %„'ate ';1�' ;7/ „/ , /';v ,;i/.' /%:; ./ -:,Z/%', -{,j', ;//' � //Zz/A/�/L //% / /,//=--,yV L/'; /G',--/-,',z/z-'- ,/ :,G' �•<L/ /% ////// EGRESS �V �� ,�I° g/ u ,-Of� L ---JDw Il 8 1I L t r ran 11 Dwl_.—___1 EGRESS 0 6, 00 1 0 ° I° %% • ° • 0 1-1 ` _ 'PINING KITCHEN op �� 00 KITCHEN DINING - 0# 2o , a BEDROOM — � . / / 000 1 BEDROOM � iN / �-10 xta oIP G. IP 13'-10 �x 1a'-0” a Gent rreeeeee L, 0 Evergreen Builders, LLC 0 % % ❑F z' LA / / c/o Joe Westerman 7420 SW Hunz!ker Road, Suite D Tigard, Oregon 97223 S 2 2 -4 o S Q (�V l9 l9 � - -/ - l9 N \-,' 01) D . Lc”IGzi:_.. .. ______ __ . is 2'-4" 2'_6' 2'_8" r -a LIVING ROOM pS!! _s%&;sz! 2'-4" 'i 0 I�� __ .110 1E -10 .15-w/D _ LNAM IEM ql DOWN I _ OS I / Al2 �1 ��I� Project BEDROOM '' h BEDROOM Greenburg Road Apartments A6 IA 2 -G .'o'-o' 9550 SW Greenburg Road r z-G"CIG'-d Tigard, OR 97202 li e 4 to I O/ y / —_. r� - I II I . 1 / 6' 0" 3' 0"x 3' 0"OCT. 6' 0" 2-0"x 4'-0"FIXED I� I = Y I���i I� �I Designer 2'-0'x 4'-0"FIXEi ,. Builders Design, inc. o o / 11125 N.E. Weidler St. o • a , EGRESS01 EGRESS `D Portland, OR 97220 2'-0"x 4'-0" FIXED %,:� • 2'-0"x 4'-0" FIXED 9 Office: (503) 252-3453 5-0"x 4'-0'SLIDER C III C C 5-0"x 4'-0" SLIDER SECOND FLOOR PLAN 1-0' �i'_0.. a.._ o. o" 6 Cr 13-0" / 4'-0' / 12' O" / 5-0" 8'-0" 5-0" / 12'-0" / 4 0" / 13 0" 6-0" / 88 0.. . / " NOTES: WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION NOTE: Z UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- WIRING TO BE PROTECTED IN THROUGH PENETRATION ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. SFSHFFT WT FOR WAI I GONSTRIICTION DETAII 5 8 ' RATED WITH CLOSERS AND SMOKE GASKETS IN ACCORDANCE WITH SYSTEM NO.W-L2196. NO LIGHT FIXTURES TO BE RECESSED INTO RATED V//////4 W1 -FIRE PARTITION -SOUND RATED m '' - MAX.THRESHOLD HEIGHT OF 1/2" NOTE: PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE ASSEMBLIES OR IN CONTACT WITH INSULATION -5TC RATING OF 30 OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED ; t -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS l'//i//// W2-FIRE BARRIER-NON SOUND RATED THAN , H THAN 1 FOOT-CANDLE AT THE WALKING SURFACE 1 ......1 W3-EXTERIOR WALL-NON-RATED NOTE:LAM ALL 2x'S TOGETHER W/(2)ROWS 1Od NAILS @ 12"0.C. STAGGERED I I W4- INTERIOR WALL- NON-RATED *` ®-6x6 POST IN WALL(TYP.) 5-1,2'x 9-1/2"GLULAM + = / 0 :1:9:2:: ::/2:: W5-GARAGE WALL-1-HR RATED / / A2 WALL LEGEND / J — I — — — - - 1 I (C) COPYRIGHT 2075 SUMMIT ENGINEERING LLC Xi.. Y. - I ,4 ori �� I ,. __ cam% -� ,_,- = Q 5-1/2x9-GLULAM —, - .r, �� —{.t �y I Hi. . . �� y y ,� THESE DRAWINGS ARE THE PROPERTY n ARE OF SUMMIT ENGINEERING LLC AND Q ry µ f-i S 1/2"X9"GLULAM NOT TO BE USED OR REPRODUCED IN Lr) Q 5-1/2'x9"GLULAM5-112"x9"GLULAM Q 5-1.2"x9"GLULAM 5-1/2"x9"GLULAM 5-1/2"x9"GLULAM i i _ — — — — —_ _ Q 5-1/2"x9"GLUCAN Q 5-1/2"x9"GLULAM ANY MANNER,WITHOUT PRIOR p u _— - _ . = __a__ ___ _— - —i I IL_�I _u = - - — _ WRITTEN AUTHORIZATION. H —T 1——1 ,I / / / 1 I • 2x10 JOISTS @ 16"O.C.(TYP) 1 I �e \ _ ©-2x10 JOISTS @ 16"O.C. �r ———©-2x10 JO!STSC_O.C. i� lir _ REVISION SCHEDULE: — 1/.L H _ REVISION DELTA ISSUE DATE 1J-- (4)2x10 JOISTS ; I H i� LINE OF BEARING r _ ji i — (4)2x10 JOISTS LINE OF BEARING _ IT WALL ABOVE WALL ABOVE 1 11 11 — . ` _ _ _ — _ - \ _ LINE OF POST ABOVE PRINT DATE: 7/7/2016 8:58:29 AM 0- 5-1/2"x9"GLULAM 0- 5-1/2"x9"GLULAM 0- 5-1/2"x9"GLULAM 10- 5-1/2"x9"GLULAM 0- 5-1/2"x9"GLULAM 0- 5-1/2"x9"GLULA 0- 5-1/2"x9"GLULAM 0- 5-1/2"x9"GLULAM / — — �( �1I—� — - - - — _ — — — — — — xe — — _, — — — — -1177` . — _ — — — — — — — - / _ ../ r1- T -l -1r' -j---r 1— -i— H�ERST - rl I � 1 � 11 11-11- in- 1 - I—I- yr -0 � - -11- -Cr 1r � `I - T —r - 1— r7- -I T -• , 1— r r -1-4 SHEET TITLE: I I I I I I I I 1 2nd FLOOR AND I LU21q HAN(#ERS I I I L I I FRAMING PLANS 5 � J I IS Al2 I I I I I I I I 1 1 II _DC II I I I I 11 11 II I 1 1 I _ II .-I I 1 _ t : cr iiia - t -_ 1 _ Lia r- Nti lc _ mu = - CIR- - -1 : i Cr - I- _ 1 _ IoM - CCtpni mss'' - _ Irm - I 1 -1a1— r -r 1 I i I I 11111 I 11 11 III I I I I r / I - I LI L I I —I - II _ I t I I - L - 1/— L Jam - J -11—IL � I - I _i_ DRAWN BY: BSY - - - i _i-_- -L- -5-�r 4 -- I J- J J.-L-LAS 1 L I _ I I 1 I I— '3 n I PI - INN.71 CONTINUOUS 5-1/2"x 9"GLULAM FOR I I I I I I 1 I - _ - ~ I I I I I CONTINUOUS 5-1/2"x 9'GLULAM FOR APPROVED BY: VPI I I Mil I I 1 1 1 1 I L 1 1 1 1 1 1 J THESE 2 PORTAL FRAMES(DO NOT SPLICE) I I I I I �� I I I I 1 1 1 1 I I I I I I I I I �\ I I I I I I I /� THESE 2 PORTAL FRAMES(DO NOT SPLICE) / -- 7 POINT LOAD FROM ABOVE .l I I I I / I I I I I I I I I I I I I \ I I I I I i SHEET: ALJ-J 1 L I I I I _1-1-L-LJJ I I I I I I I 1 1 I I I I I A LL_L-I-J-1-L-L=J_ 0 --1,'2'x9 GLbLAM 5 - 1/2x9"GLUCAN 1_1_.L-L_J-1-1_1/--J A 1 0 Q 5-1/2"x9"GLUCAN7 O " I -TYPICAL AT FRONT OF GARAGE -TYPICAL AT FRONT OF GARAGE A — 2x10 JOISTS @ 16"O.G. (TIP) 2nd FLOOR FRAMING PLAN 2x10 JOISTS @ 16'O.C. (7POINT LOAD FROM ABOVE 6x8 P.T. BEAM L r1 2x8 P.T.JOISTS @ 16'O.C. — 2x8 P.T.JOISTS @ 16"O.C. MN / JOB NO.: 9812 SCALE: 1/4" = 1'-0" 88 -0" / 14-6' 8 0" 21' 6' 21 6" 8 0" 14 6" / 7 6" 7 0" 8'-0" 3'-9" 11'-0" 6 9" 4 8" 12' 0" 4-10" 7 0" / 7 6" / Al2 Al2 5-0"x 4'-0" SLIDER ..'-0"x4'-0' SLIDER 4'-0"x3'-6" SLIDER 4'-0"x3'-6" SLIDER 5-0"x4'-0" SLIDER 5'-0"x 4-0" SLIDER ✓moi. ,U:/'/Z , , ,'-/,;.'G„//6//,,;/r,/' /// i,/L;,+amat, ..��. .��., .� .” �!, Gil,//G, , EGRESS ° ° UH ' ° EGRESS--- I �DWL---- 0 0 A 1111 010 �� °I� I� DINING KITCHEN �� :I: Q� KITCHEN DINING 7 9„0. 1. t / / Is in 6 •,1_G. 6 ,12 -0 / _7 I. BEDROOM 0R1F. RAF. up 0 BEDROOMClient 14 0"=13'-10 IIP ll uf/ !II!!!L//�/l trip 14-0 ,13'-l0' EvergreencloJoBterman LLC ll eWe u` � 7420 SW Hunziker Road, Suite D F r ;y ❑ ❑ Tigard, Oregon 97223 9 9 o 05 2, 4. 2 4.. O LI- 36”HIGH HANDRAIL \-7. /gym CN I 't I Is i., / ©m V 42" HIGH GUARDRAIL �I I i. 2 -4' 2 6" 2081 1 �I I 2' 8" 2' 6' 2' 4/ 7 IT 111/1 LIVING ROO �� ID 2'HANDRAIL EXTENSIONbp D � W/D 6 0 „1� Ile I n _ W/D % i Project /A6 A 1 �� LIVING ROOM12 j Greenburg Road Apartments BEDROOM l BEDROOM Tigard, OR 97202urg Road 12-0',10'-3" r eo 7 in 11 �■ 10-5-1/2"x9"GLUCAN 0-5-1/2"x9"GLUTAM V ! is Desgner �� - - - - - - - - �� 02: Y �_�� P— �� - - - - - - - - �� Builders Design, inc. I3'-0"x 3-0' OCT. 11125 N.E. Weidler St. •O 6 0" 6' 0" � Portland, OR 97220 2'-0"x 4'-0" FIXED 2'-0"x 4'-0" FIXED o I I I Office: (503) 252-3453 o EGRESS ~� _� EGRESS , `q a 02 -6x6 HEADER Q-6x6 HEADER =iT 9 5'-0"x4'-0"SLIDER �`� „ ri 174 5'-0"x4'-O' SLIDER THIRD FLOOR PLAN 1' U 1' 0" 1-01--x\ i'-0" 1/4"=1'U k 2 0' 7 0" 2 0" 6 0" 6 0" 6 0" 6 0" Th/2 -0 / " 7 0" 2' 0" / -- A 6-0" 13' 0" / 4 0" / 12 0" / 5 0" 8 0 5'-0' / 12' 0" / 4 0" / 13-0" 6-3 +--' N 88' 0= ( ' Z :, ,f i -., t o D SEE SHEET WT FOR WALL CONSTRUCTION DETAILS co r A W -FIRE PARTITION -SOUND RATED t� : 10,27,7,/,;>1 W2-FIRE BARRIER-NON SOUND RATED `;, 'N,1%,;- / Ir' W3-EXTERIOR WALL-NON-RATED P : / I I W4-INTERIOR WALL- NON-RATED ' W5-GARAGE WALL-1-HR RATED / / / 7_ (C) COPYRIGHT 2015 WALL LEGEND SUMMIT ENGINEERING LLC 1/4"=1-0" THESE DRAWINGS ARE THE PROPERTY . i I 1 ILI—L6--I—�q I, I , 1 I 1 I I 1 1 r— 6 .11 P--8--r� II �— 16I 1 I I 1 ? 1 I I I :--s I I I I OF SUMMIT ENGINEERING LLC AND I _____ JL ____ _ I NOT TO BE USED OR REPRODUCEDIN } ' / 11 II • I ANY MANNER,WITHOUT PRIOR ( I I —___ -1 ____ I I I / WRITTEN AUTHORIZATION. ii ---- 'ii ---- i / / �' :1 I I I I REVISION SCHEDULE: E II Ir I 1 EI 1 b----ir -----I I F REVISION DELTA ISSUE DATE 1 11 1ii II a- is -----IL ---- 1 j (2)2x10 JOISTS @ 16"O.C. (TYP) Il (2)2x10 JOISTS @ 16"0.0. (TYP) • "- I I Z.9 / ,r• \ ( J ( / - - I PRINT DATE: HATCHED WALL INDICATES BEARING WALL I o I '�� Ls) I HATCHED WALL INDICATES BEARING WALL 7/7/2016 8:58:31 AM -PROVIDE MINIMUM 4x12 HEADERS OVER DOORS I - - I PROVIDE MINIMUM 4x12 HEADERS OVER DOORS L / o 1 4x6 POST exi �\ I L LU210 HANGERS 4x6 POST 4x6 POST I / o • I' SHEET TITLE: I : - ■ I L - — _ — D-6-3/4"x9"GLUCAN - — - - 4x6 POST 6-3/4"x9"GLUCAN - — - _ - J _ ■ L I' 1 in=a1=nr: _ m—mmnl.—m—mmm1111 :Iv., m—u1— m—mm—m—nrin—m:. II I--III 3RD FLOOR AND I j 1 r I rI� �� r I )- —Ikti� 1� Ir -1;-11- 1 I ` I \r 1 FRAMING PLAN 1 / I I I I IH�{GER I I 1 HU6. HANI}ER 1 'I'II 1 1 1 1 I� 1 I" I I I HU HI I I I HU2i$1 HAN jIERS 1 I I 1 I 1 1 1 HA+ERS11 I I I I I' II1' 1 I ' 1 1 1 I II II II � I I 1 1 I I I 11 I I + I I I II 2x10 JOISTS @ 16'0.3 PP) I I I I I ( I I 1 I / 7 /1 1 / 1 I DRAWN BY: BSY 1 I I I I I 1 I I I I I I' 1 I - — 2 5_1/2fr9"GIJULAM _1 - 1 ©}5-1/2'b9"GLJUL1M - 1 I: APPROVED BY: —r_�-4—_k—I---- = -lam ■= =namiI�r1_�SIrf� r-�� MINI NSW 1■1l�ei��.� - �rs�Ssr�rrl—r L - I � -E - W. 1 1 1 11 I 1 1 I 1 1 I 1 1 MIN.4x12 BEAMS OVER DOORS AND WINDOWS 1 1 1 1 I I 1 1 1 1 ® SHEET: • let, I I % I I I I I I I I I I I 11 1 1 I 1 I I 1 ` I /," 3rd FLOOR FRAMING PLAN N. 2x8 P.T.JOISTS @16' ' A11 r 1 I I I I I I I 1 1 I I I I I I I I I =r-o I I I I I I I L I I I I I I I I LL_L-I-�_J _L_L_i�� LL_l__J_-L_£_L_I___1 JJ 0-6x8 DF#2 P.T. BEAM 0-6x8 DF#2 P.T. BEAM 0-6x8 DF 142 P.T. BEAM 30-6x8 DF 42 P.T. BEAM / _ / JOB NO.: 9812 SCALE: 1/4" = 1-0" I • I • - MANU.TRUSSES @ 24"O.G. - SEE PLAN FOR WALL TYPES / / / / Client Evergreen Builders, LLC SEE FLOOR CEILING/ASSEMBLY do Joe Westerman 7420 SW Hunziker Road,Suite D Tigard,Oregon 97223 . 245.0' - 244.33' 244.33' 243.83' 243.83' - - - - - / / 243.33' 243.33' 243.33' 242 83 242.83' LJ LJ / / Li Li Li [] Li L - , Project Greenburg Road Apartments Section 3 9550 SW Greenburg Road NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS 1/8"r1'47 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 I / / / / N a If 1/2"FIRE RATED PLY.4'BOTH SIDES OF FIREWALL E , II COMP.ROOFING ON -GA FILE NO.WP 3640 J I ! 5 55#FELT ON co ,I 1/2"CDX PLY.WD. 1/ ,.'" E, NON BEARING 2x4'5-EXTEND TO UNDER SIDE OF ROOF SHEATHING COMP. ROOFING ON . ' 15#FELT ON • 12"MIN 1/2"GDX PLY.WD. .' .e ' CLIPS AT EACH TRUSS MANU.TRUSSES @ 24'O.G. VENT BLOCKING @ 6'O.G. NSUL.BAF F , e. -SEE MANU.LAYOUT MANU.KFu? G. ., ,, SM.Gl1TTERs . ' j 3 ELECTRICAL BOX SHALL BE \' CEILINGS IN THIS AREA TO BE 5/8' `, INSTALLED NEAR RADON TYPE X GYP.BD.(GOLD BOND FIRE ' MITIGATION SYSTEM FOR SHIELD)PER GA FILE NO.FC 5517 L__ / FUTURE FAN INSTALLATION o / 0 (C) COPYRIGHT2015 no ��_, SUMMIT ENGINEERING LLC 23/32"EDGE-GOLD ?r-i THESE DRAWINGS ARE THE PROPERTY 23 32"EDGE-GOLD /' I -J OF SUMMIT ENGINEERING LLC AND �.„ �' I I NOT TO BE USED OR REPRODUCED IN MAINTAIN 1/8"MIN.SPACE BETWEEEN 2x10 JOISTS @ 16"O.G. �/ j j ANY MANNER,WITHOUT PRIOR THE SIDING AND THE WATER MEMBRANE [ Ell-- i N N 1 1 N ( i y 2x10 JOISTS @ 16 WRITTEN AUTHORIZATION. Ir A R A A A / / HORIZONTAL SIDING ON r.....--- /' j' / / HORIZONTAL SIDING ON 1/2"PLY.WD.OR 7,16"05B ON 1 1 ..:=L)_,' REVISION SCHEDULE: 1/2"PLY.WD.OR 7/16'OSB ON 2x6 STUDS @ 16"O.G. i J 2x6 STUDS @ 16"O.G. GA FILE NO.FG 5112 W/TYVEK HOMEWRAP GA ALE NO. FG 5112 L ��- REVISION DELTA ISSUE DATE / RISE W/TYVEK HOMEWRAP b o I ��� 11"MIN. RUN eo '3 w 23/32"EDGE-GOLD -- 1� '-' '--i i R-30 INSUL. 23/32"EDGE-GOLD ' II 2x10 JOISTS @ 16"O.0 2x10 JOISTS @ 16"O.G. I I`I PRINT DATE �. II • 7/7/2016 8:58:31 AM I N NDN I N N N N ( N N I � ' / 1 Ntc.,..tc, ,' MAINTAIN(MIN) / 5/81YPEX FG J I , 7-0"HEADROOM SHEET TITLE: GA FILE NO.FG 5112 GA FILE NO. 1/2'R.S. PLY WD. GYP.BD.(TYP) Imoc 3J,, 36"HIGH HANDRAIL4 42'GUARDRAILS SECTIONS AND 2x8 P.T.JOISTS @ 16'O.G. SPACE PICKETS AT ALL STAIRS AND DETAILS 0 IN LANDINGS TO PREVENT 1 I eo PASSAGE OF 4"DA. SPERE. u4' GONG SLAB ON 3/4-COMP. FILL 4"GONG.SLAB ON �4" W/6x6-10/10 WWM OR 3/4-COMP:FILL 12 MIN. #3 REBAR @ 24"O.G.E.W. METAL STRINGERS 1 t- GRADE GRADE / / 1 1 STAIR MANUFACTURER TO/IC In \— 12"PLUS WIDTH DRAWN BY: BSY I R_ .151N5ULOF TREAD _ • I 1 VERIFY DIMENSIONS @ SITE APPROVED BY: 8`GONG.WALLS W/18)(10"CANE FOOTINGS 3'ABS RADON TUBE, LOCATION BY CONTRACTOR FM• Section 1 W/#4 REBAR AT TOP OF STEMWALLS -SEE GENERAL NOTES 8"GONG.WALLS W/18x10'GONG. FOOTINGS 16x8 FOOTINGS Ie4"=1'-0" / W/(2)#4 REBAR IN FOOTINGS TUBE WILL HAVE LABEL THAT READS"RADON REDUCTION SYSTEM" W/#4 REBAR AT TOP OF STEMWALLS W/(2)#4 REBAR SHEET: AND#4 VERT.DOWELS @ 48"O.G. AT EACH FLOOR AND IN THE ATTIC W/(2)#4 REBAR IN FOOTINGS TEE FITTING AT BOTTOM OF VERT. PIPE AND#4 VERT.DOWELS @ 48'O.C. A J ^ Section 2 A 12 1 1/4':l'-0' / JOB NO.: 9812 SCALE: As indicated SHEARWALL SCHEDULE FLOOR SILL PLATE DRAG DETAIL()OCCURS AT ALL BUILT-UP 2x LOCATIONS SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE R THICK- NAILING37 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS9 WALL NESS' PLATE BELOW WALL BELOW NAILING' ATTACHMENT',5,5 THIS WALL DOES NOT HAVE VERTICAL HOLD DOWNS TO FOUNDATION. TYPE ATTACHMENTS HORIZONTAL WINDOW STRAPPING 15 REQUIRED-REFERENCE ELEVATIONS ® ® ® A S A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF Z1r ‘.7 ‘.7 •wr lry lir\\*N. 4 r--4 1.--4-4 E _ e i P 4 I — i P—n 4 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 16dat3"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 ® ® ® ® — 0O A. ® A. A lir 117 ‘r NrSDS 1/4x3 1/4 at j ��; "IF 1r 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 ____L 2 SIDES SDS 1/4x31/4 at - --2 / / F 15/32" 8d at 3" o.c. 4""oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF SIMP.A34 AT4"OC --- - - ` .� - r -- -- Client � � 1 Evergreen Builders, LLC 5d COOLER SIMP. A34 AT r ���� �'I c/o Joe Westerman CONTINUOUS 5-1/2"x 9"GLUCAN FOR6 ' c/o J SW estermaHunzikeRoad, Suite D G 2 OR 16d at 6"oc 24"OC - 1/2" DIA at 48" o.c. Va = 220PLF THESE 2 PORTAL FRAMES(DO NOT SPLICE) - is, E ° `� 6 CONTINUOUS 5-12"x 9"GLUTAM FOR Tigard, Oregon 97223 LAYERS WALLBOARD ® O — THESE 2 PORTAL FRAMES(DO NOT SPLICE) 5/8" AT 4" o.c. 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. 2- APA-RATED OSB OR PLYWOOD_ APPLY ONE SIDE OF WALLU.NA. 1st FLOOR SHEAR PLAN 3. ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12"OC TYP. / / 4. MINIMUM 3 BOLTS PER 4'-0"LENGTH OF WALL Project Greenburg Road Apartments S. ATTACHMENTAT NEW CONCRETE SHALL UTILIZE A36"I 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-NAI ING". / / ... . 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 otflce:(5o3)252-3453 A A A A A REQUIRED _. \ —. / PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR II3 DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST4 BOLT5 5 REMARKS OPENING'•3 BOLTS TO POST 1 CS 16 STRAP 13" 22 - 8d 2x - Ta = 1705# @ j / -_7 c ---- 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# / 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2)2x - Ta =4585# ® / ® `\I 117 4 CMST14 30" 66 - 10d 4x Ta = 6490# _ — fvKr—eess — o 5 CMST12 39" 86 - 10d 4x - Ta = 9215# —V _ I �-' -\r j 6 HDU2-SDS2.5 - 6-:SDS 1/4x21/2" (2)2x , SSTB16 Ta = 3075# Q co 17 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# tJ 9 .HDUB-SDS2.5 - 20 - SDS 1/4x21/2"" 4x SSTB28 Ta = 6605# \ "--„— 4 P 9 / % 4'\ " 11 10 HDU11-SDS2:5 - 30-SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9535# 4) ‘. / A A Hflo j 1g7 ,® ," 11 HDU14-SDS2:5' - 36 - SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9905# - ►' 12 HD19 (5) 1" DIA BOLTS 6x6 PAB10-24 Ta =#18000 , - 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 2nd FLOOR S HEAR PLAN / / HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 1/8'=1'-0' (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 3.FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WIH8dNAILSIN13"OF-STRAP;3EYONDWINDOWOPENING. NAILINTO2x THESE DRAWINGS ARE THE PROPERTY FLAT OR VERTICAL BLOCKING THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8dAT 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 CMSTCI6:AND HDU2 HOLD— ANY MANNER,WITHOUT PRIOR DOWNS WRITTEN AUTHORIZATION. / / 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- INTHE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER DRAG TRUSS-1,650# DRAG TRUSS-1,6508 SHEARWALL NEEDS TO EXTEND AS SHOWN FOR 8: 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x3o. LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN DRAG TRUSS-650# DRAG TRUSS-1950# DRAG TRUSS-1950# DRAG TRUSS-650# DRAG TRUSS-1500# ` A S. 0 DRAG TRUSS-1500#A SIMPSON GMST15'U'STRAPPING �. '� ', -ttr WALL SHEATHING r _ ,� , , PRINT DATE: FASTEN JOISTS TOGETHER I L- HOLD-DOWN STRAP PER PLAN —: i/Jr 4 — _ 7/7/2016 8 58-33 AM I WITH(2)ROWS SIMPSON 5D5 \ �i� �0 1/4'x6"SCREWS @ 1Z'O.G. I ,/ , 11 SHEET TITLE: !II BUILT UP JOISTS SIMPSON 6514 / �\ �I i 411\ 1 E� 4IFFA!AlPii SHEAR WALL PLANS PER PLAN "U"STRAPPING WRAP 8" ����1-1-1ON FAR SIDE OF BEAM ii - ® I �� Ak Wr 1 2ND FLOOR SHEARWALL SIDE VIEW �- \ 1 4, ---J C► 1 J ___\,r STRAP IS WRAPPED AROUND I 1; I I e i ,, BUILT-UP BEAM, EXTEND ON - \ I I \ / I I / DRAWN BY: BSY FAR SIDE OF BEAM 8° (4)2x6 STUDS - _ APPROVED BY: W/(2)ROWS 10d@16"O.C. HDU HOEDOWN PER PLAN o\ SIMPSON HDU PER PIAN I . ~‘ — - a AL 'NTA A ® I-•_ til ® / (4}2x6 STUDS-LAM TOGETHER 117 ` SHEET: a\ r WI(2)ROWS 10d NAILS @ 16'O.G. 4/D5.1 - 2ND FLOOR OFFSET - S 1 3 � SHEARWALL 2/D5.1 1/7=1-0 3rd FLOOR SHEAR PIAN 1/8':1 0 JOB NO.: 9812 SCALE: As indicated