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Plans (2) o» 3 3 Keynotes, 1. 3'x7' SC DOOR WITH 2'x7' TEMPERED RELITE TYPICAL 11" 2, STAIR TO MEZZANINE 3-7 3. BEARING WALL MILDREN DESIGN Gk.OuP, P.G. � EXISTING CONCRETE WALL. WITH FURRING -- SEE DETAIL 7)-401 ,`4„ �,-o„� 4, ARCHITECTURE a SPACE PLANNING 9/A3 5. WALLS TO ALIGN 7650 S.W. Beveland, Suite 120 6. REMOVABLE GUARDRAIL SECTION E Tigard Oregon 97223-8592 A.. __! ...... .....^ w I � 7, GUARDRAIL (503) 244-0552 O D N 4 d. SHOWROOM PLANREVIEW , 2 Wall Legend E ,� 3 B4BB9 $� (D' EXISTING WALL TO REMAIN XXXXx A 223,83 S.F. 583.7 S.F. - , 100 = 6 ► S: OXI - 1 -- 1 NEW WALL TO BOTTOM OF SUSPENDED CEILING B:EXITS ? B E TS A4 3 UP o, fi NEW STRUCTURAL BEARING WALL 1{)7 4 ��r► L � r (:D . T RAGE M Z A INE 10s EXISTING CONCRETE WALL WITH FURRING �..�. ..�...._... 3 201 OFFL ....I F C T A�TOR � A3 ._...-�.___ fC4BAX 105 106 108 3 346.88 S.F.. 2 6 X4BXX X4BXX B4BB9 I( 11300 = 2 A4 ' S.F. 123.99 S.F. � 112.73 S. 98.14 S.F1SI: j F. 100 -- 1 _ N ! °a EXITS 1 I...�igend / - 100 - 2 /100 `- 2 ' 105 106 / L.._.._...r._........r_......_r.._... 1 - YB: B:EXITS 1 E TS 1 B:EXITS 1 RM. A3 ' w.r_..u�wwi. ��� 109 .____ I ESTIMAT R AN NEW 110V DUPLEX OUTLET 10 E SERV RM. 53.06 S.F. 1 �I J X48XX XXXXX E EXEMPT `►N NEW VOICE/DATA OUTLET 113.34 S.F. 102.37 S.F. 4505 Ld /100 -= 2 1 101.45 S.F. ? A. Y QU 8:EXITS 1 5i /100 2 EXEMPT EXISTING DUPLEX OUTLET 1 t14 F GON # , . EXITS 1 _ _ _ _ . ,._ � ._., g -.-. -... ,.- �" EXISTING VOICE/DATA OUTLET FF qP• 12,--Q„ COMMON PATH OF _ _ _ _ � wwwnrwrr_rwws_wwrwwwwr.w EXISTING Ql..1ADPLEXOUTLET F fi X48XX !rn wa.=3=2" 112.35 S.F. /100 = 2 FERENCE RE 5 1a3 B:EXITSNL ' E Client; Xxxxx 304.58 S.F. �► � I � anis �chec�u a �Ic ormac . I I /100 = 4 P N OFFICE � � � B:EXITS 1 ROOM NAME' E Properties Xxxxx 7F . Floor Finish �_ A4889 1054.31 S.F. • o /1C?0 = 11 102 N c► A. EXPOSED CONCRETE SLAB .Q B:EXITS 1 _-- _�- E B. CARPET C. PLYWOOD 102 ' OFFICE D. VINYL COMPOSITION TILE X48XX X. EXISTING TO REMAIN 7190 SW Sandburg Street 112.36 S. . 2 'Tigrad, Oregon 97223 /100 = A3Base B:EXITS 1 Lt� � D. NO .BASE MEN C 1---i I10 4, 4" RUBBER BASE Project: I, XXX X 6. 6 RUBBER BASE Exrr TRAVM DISTA •134•-S• 137'.44 S.F. X. EXISTING TO REMAIN 1....._.........�..... .......� I for � EXEMPT wall Finish FF C I E _... _... ._.. _ ._. _ A. EXPOSED CONCRETE ectra C xxxxxOFFIC B. GYPSUM BOARD AND PAINT 192.22 S.F. 101 C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL Contract 0 /100 2 X48XX TRIM AT EDGES, W.R, GYPSUM BOARD AND PAINT 8:EXITS 1 ` N 136.9 S.F. ABOVE. TYPICAL AT ELEVATED WALLS ONLY. Flooring /100 = 2 � _ 109 a I � N B:EXITS 1 `" 5 XX X. EXISTING TO REMAIN S.F. _. .� �.. . . 7379 SW Tech enter rive EXTM` Tigard, Oregon 97223 N OFFICE �► A. EXPOSED ROOF STRUCTURE E B. SUSPENDED ACOUSTICAL - TEE BAR E Sheet Title: ixXxxx 1 1 I C. GYPSUM BOARD AND PAINT 1 502.15 S.F. XXXXX 79.98 S.F. 100 -� 6 X. EXISTING TO REMAIN First om 18:EXITS 1 /100 - 1 , Ceilingheight B:EXITS 1 f _ 8#-011 9. 9#-01P Floor an 1 12. 12'--01t I X. EXISTING TO REMAIN Mezzanine O Plans FF C I, Room Symbol � 1 � XXXXX � RECEPTION � � � 133.23 S.F. 100 = 2 E =� ROOM NAME / # XXXXX B:EXITS 1 � 141..02 S.F. F 1 _. ROOM NUMBER` T ROOM AREAAOAD 101 ROOM FINISH E -- ,� Revisions. FACTOR XXX/100:2-.1.�,,�_ NUMBER OF B:2 E 1TS OCCUPANTS NUMBER OF First Floor Plan Mezzanine Plan OCCUPANCY GROUP PER EXITS PROVIDED _ IBC TABLE 1004.,1,2/N'UMBER 09 140 74.3 SF 0 2 4 8 16 OFFICE �- 4,862 SF/49 OCC. 0 2 4 8 16 i WAREHOUSE - 9,881 SF/33 OCC. Door Hardware Door fi Door ScheduleG Q r r : GR.t7UP I. NOMINAL SIZE FRAME' DOOR HARDWARE REMARKS 1X PAIR BUTTS STANLEY 652 FBB179 4 X 4 MARK ., ,; GH THICK. FINISH'' T L FINISH TYPE' GROUP 1 LOCKSET SCHLAGE 6,26 ND50PD MATCH EXISTING STYLE.- MILDREN DESIGN GROUP', P.C., 2012, ALL WIDTH HEIGHT MA T L MA � � 101 3#--0" 7p-o" 1_3/4" MTS. FF Sc ST 8 1 1. 1 RIGHTS RESERVED 1 STOP IVES 630 407,, t,..�,�� �._ ...�..._.�.... r_. 102 , >_0 , r-�C / �, MTL F SC ST e I. THESE DRAWINGS ARE THE PROPERTY OF 103 3'---�1" 7,_0„ I- " MTL FF Sc ST B I 1. x MII.DREN DESIGN GROUP, P.C., ANIS ARE NOT TO BE USED 4R REPRODUCED, IN ANY GROUP MANNERS EXCE{�T WITH THE PRIOR WRITTEN 104 3 -0 7--0 1 3/4 MTL FF Sc ST B 1 1. PERMISSION OF MII,DREN DESIGN GROUP, P.C. 1 ,r 1-3/4', MTL EF Sc ST B 1 1 1� PAIR BUTTS STANLEY 652 FB8179 4 X 4 105 ,� --0 7f-01y EXISTING S ` 106 3,-00 7'-0" 1--3/4" MTL FF _ Sc ST B 1 1. 1 LOCKSET SCHLAGE 626 NDSUPD (MATCH TYLES Date, 5 .Lpril2012 _r, ,� �� �� �� ,� - �, 5T" r1 2 _ 1. -\-Tempered 1 CLOSER LCN 689 4+011 X TB 107 3 ( 7 0 1 4 MTL FF S re to 1 GASKET PEMKO 689 4011 X TB Drawn by.. Checked br. 108 3,�0,> 7, 0„ 1-�3/4" MTL FF SC ST B 1 1. A B I STOP IVES 6301 407 Bid WEM 109 3,-�Osr 7 0 > 1_3�/4�# MTL FF SC S T A_ 3 1. Job Number: 111173 E ,E� AR� UF'33 ,�...._,. FF FACTORY' FINISH (MATCH EXISTING) 1. DOORS AND HARDWARE TO MATCH EXISTING, 1� PAIR BUTTS STANLEY 652 FBB179 4Y2 X 4 Sheet MTL TIMELY METAL FRAME 1 LOCKSET SCHLAGE 626 ND�80PD (MATCH EXISTING STYLE`) SC SOLID CORE 1 CLOSER LCN 689 4011 X TB ST STAIN 1 STOP IVES 630 4C?7X Submittal April 2012 Al h.fa W" r eynotes 1. EXISTING SUSPENDED ACOUSTIC CEILING TO REMAIN 1 o+, 3 1 �Po ►► 3 2.. NEW SUSPENDED ACOUSTIC CEILING AT 9►-0" AFF MATCH23` .ter► ' •'"'""'"'" _ 23J-4"? _0 23'-� EXISTING STYLE -- SEE DETAIL 4/A3 24 3. EXISTING GYPSUM BOARD CEILING MILDREN DESIGN Gko1..IPp P.C. 4, OPEN TO STRUCTURE ARCHITECTURE III SPACE PLANNING I 5. EXISTING OFFICE BELOW 7650 S.W. Beveland, Suite 120 6. EXISTING WALL TO STRUCTURE - Tigard, Oregon 97223-8692 (503) 244-0552 A _. A ...... 7 e end 0e, 1 EXISTING 2 x 4 FLUORESCENT LAY—IN FIXTURE / /71 6 I + ( NEW 2 x 4 FLUORESCENT LAY--IN FIXTURE WITH PARABOLIC LENS, 3 TUBE 01 Z 4 RELOCATED EXISTING 2 x 4 FLUORESCENT LAY--IN FIXTURE d- loxR � EXISTING 2 x 4 FLUORESCENT LAY-IN FIXTURE • b d TO BE RELOCATED i'C,�♦ 4505 o LIGHTED EXIT SIGN (PROVIDE IF NONE EXISTS IN LOCATION SHOWN) A. v Ez o EGON EXISTING EXHAUST FAN, CEILING MOUNTED, VENTED THROUGH ROOF' 1AV I 1 � # Client: McCormack 1 � Properties I L-1-1 L1 0 1 1 1 7190 SW Sandburg Street Tigrad, Oregon 97223 . -r--•c.,... , IT Project: TI for ..j I I LL + ';,t�fir •, ,1� I♦••• Spectra I-IN - - - • ♦ ice' H„1`':1='r �:r r,w Contract •, + .r. •.. /04 Flooring kl� 7379 SW Tech,-Center•ter•«♦`4 +• s=M"� K• �++ by+• jjjA•••++•...++.,,,iii _. ,.. «, •r,+ » �, , + Drive 4+4 ,+.. • ;•,::.;,f.;fi;,+ • ,.)+•:�:+, ,._ M;.. *... .: •:a.::,+,,,f,, ,, I Tigard, Oregon 97223 :Sheet Title., First Floor Ref le w _ IN CJ 0 Cei lin Flan 0 Revisions: First FReflected Cei in Plan Mezzanine Reflected Ceiling Plan 0 f2' 4 8 16 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2012, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P•C1, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 'EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. .Date: � ril 2012 Drawn by: Checked by: B WB�1 Job Number: 1:11173 Sheet Fq El PermitSubmittal -� April 2012 A2 L a , - �ir` .�'.Yac.. ,.... .. -.. .' ,'..:-.: :. t ''..,.,4taLl V•ti.ic„,o,r.Y,..1.wu{::u..,t) ,n.:r /,^y,A!:.d �;1 ' 2x6 TOP RAIL - 4x4 POST AT 4,-0„ O.C. MAX. TYPICAL ,� .�. ,,,,. SEE STRUCTURAL MILDREN DESIGN[GR4UPr P.C. 2x4 HORIZONTAL RAILS TYPICALUlm ARCHITECTURE R SPACE PLANNING #16 WOOD SCREW . 71650 S.W. Beveland, Suite 120 x 2" OR 9f6" LAG - FLOOR OR ROOF STRUCTURE Tigard, Oregon 97223--8092 IY8,,PLYWOOD SHEATHING EXISTING ROOF STRUCTURE TIE ENDS OF MEMBERS TO (503)244--0552 AND R--19 BATT INSULATION PREVENT SPREADING x NEW PLYWOOD ¢ DECKING ADDITIONAL HANGERS AT ALL 1 14 SCREW #12 WIRE TO TOP TRACK AT 5 MEMBERS WITHIN 8" OF R--20 .BATT INSULATION ( � # ►_ 3} PROVIDE A3 PERIMETER 6 0 O/C NOTA PRO DE IN HOLDER ASSEMBLY TYPICAL 1 24 O/C STUD CHART. VERTICAL BRACING AT 12'-0" 1 35/8,"x25 GA. DIAGONAL KICKER 362 S 125-18 TO 9'-11 „ 0/C EACH WAY -• SEE TABLE . AT 12'--0" O/C FOR ERECTION- •362 S 137--33 TO 17�-6 „ FLOOR JOISTS AT �1p'-Q" �• .400 S 1' 2-33 TO 19 -10 PROVIDE COUNTER SLOPE (ALT. DIRECTION); TIGHTEN •600 S 162-33 TO 27'--7" 24 O.C. -- SEE STRUCTURAL HANGERS IF HANGER IS MORE WIRE AFTER WALL IS PLUMBED SEE A/E FOR ALTERNATE NEW R-20 BATT 1 THAN 1:6 OUT OF PLUMB .� SIZES � •. .. INS CATION IN SECURE ALL HANGERS TO FLOOR JOISTS AT 24 O.C. -- HOLDER ASSEMBLY 1 '- ,. SEE STRUCTURAL. BUILDING STRUCTURE'. TRAPEZE WASHER 16 GA, x 4 x DUCT WORK AND OTHER LARGE _ 3„ T SUSPENDED CEILING � A SCREW EXISTING METAL STUD WALL OBSTRUCTIONS PER .SMACNA R-13 BATT INSULATION J CASING BEAD WITH R--11 BATT INSULATION #10 SCREWS EXISTING SUSPENDED CEILING 8" MAX. NEW SUSPSENDED CEILING, V;, w 6 MAINTAIN CLEARANCE BETWEEN MATCH EXISTING / GYP BD AT 7 GRID AND ALL EQUIPMENT o EACH SIDE SECURE 1 24 0 f C STUD CHART: N MAIN RUNNERS AT 4 0/C TO STUDS WITH SUPPORT WITH #12 WIRE AT TYPE 'S' SCREWS •362 S 125--1 8 TO 9'-11'„ NEIN SUSPENDED CEILING, 8 6 - 2x6 WOOD STUDS BEARING. SHEAR WALL - „_ „ •362 S 137-33 TO "�7 -6 A� 4 0/C OR WITH #10 WIRE. AT A T 5 7 0/C - MATCH EXISTING A3 5' ON CEN TER EA CH WA Y VOA SEE STRUCTURAL - •400 S 162-33 TO 19 -10 •600 S 162-33 TO 27,-7" t 4505 EXISTING WALL LATERAL BRACING AT 12 0/C SEE A f E FOR ALTERNATE -y 1. A. Y U EACH WAY. MAIN RUNNER TO 0 SIZES SUSPENDED CEILING TO STRUCTURE BEGIN BRACING OR�G4N BOTTOM PLATE TO FINISH SLAB #� a, MEMBER LMAX CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND a� WITH PQ�R-ACT1JATED FASTENERS: 4 RUBBER BASE. TYPICAL NEW BEARING WALL — SEE „ '-- " o R 004 OSS SECTION 1621,1 2" FROM CROSS MEMBER •0.145" sz� x �" MIN, EMBED `� 1 �„5S 7 � 4 �� FOR 2 C C N STRUCTURAL 1 5S ?Q-9 o AND 2007 OSSC (EFFECTIVE AU -- o APRIL 1 2007 SECTION 1613.1 NOTE: AT 12'tx 0/C, WALL TO 22'_0„ POWER—ACTUATED FASTENERS: ,> •0.145 0 x MIN. EMBED :, „ 2 0 5S 13 8 ) I , WALL TALLER •0 145 0 x MIN. EMBED 350 S125-33 7'-8" C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS AT 6 O/C, � THAN 22'-0" AT 12 0 C WALL TO 22'—Opp , „ 3 350 5162-33 10,--0,! C CAN ONLY BE CONNECTED 0.145 0 x X MIN. EMBED (2,� 350 5162-33 13--4 1 TO WALL ANGLES AT 4" STRAIGHT RUBBER BASE AT 6" O/C, ,WALL TALLER 2 350 S762-33 21'_0" © TWO (2} ADJACENT WALLS Tient: THAN 22 —0 • SeMcCormack Suspended Cenina- �ction Wall at Guardrailr2`� Partition W all at SuspendedCeilina- � . Full Heiaht mall at Mezzanine � „T I`_O„ 3„ — 1 r-O >,i 1 y_Of, N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE • Arr�� r� J�'' 3 ��3 3 -- 2a-r4 A 100 RATED CAPABILITY, rope,r 1P� - 1 b1 a r4 d 1 Full Hf Mezz Wall AND HAVE # d1 WvIfAtGuczrdrall . 8" ROOF FRAMING, SUSPENDED CEILING -- SEE R 2x6 MINIMUM CONCRETE TILT-UP WALL A L " CLR REFLECTED CEILING- PLAN 7190 SAY Sandberg Street #16 x 2" WOOD SCREWS Tigrad, Oregon 97223 LN EACH LEG 350 T 125--33 AT 7,_0„ 0/C, AND L 16 GAGE x1"x1"x3" AT TOP AND BOTTOM . q � -- SUSPENDED .ACOUSTIC CEILING (ALL SIDES) WITH (EACH SIDE OF DOUBLE STUDS ► Project: L 9 U L01 #8 SCREWS AT METAL STUDS . - TI for AM (2) 350 S 162-33 4. Spectra RUNNER FREE TO SLIDE ON . •''' CEILING SYSTEM'S ATTACHMENT CLIP � •� 1Y2" 25 GA METAL FURRING • PLAN CHANNELS A T 24" O f C WITH TN Contract r5 Connection at Roof Framin CEILING SYSTEM ANGLE MOLDING R-11.4 RIGID INSULATION TO 3 1'-0" (2) #8 SCREWS PER SIDE 3 6" ABOVE SUSPENDEDFlooring 2 2 `REE EDGE a • CEILING GYPSUM BOARD TO 7379 SW-Tech Center-Drive (2) 350--5 1 2-33 LMAx= 21'-0" g" 6" ABOVE SUSPENDED Tigard, Oregon 97223 CEILING SUSPENDED CEILING -- SEE REFLECTED .CEILING PLAN ., RUBBER BASE �......�_.—.. .. 2 350 5162—33 Sheet Title: ( } PLA► Details FASTEN TO ;• CONCRETE SLAB T-SAR RUNNER SECTION L 16 gage x1"x1"x2" ALL SIDES (4 TOTALS ` WITH (1) #8 SCREW IN EACH LEG NOTE: „ (2) #16x 2" #8 SCREWS AT 12 O/C MAIN RUNNER • INDUSTRY STANDARD POP RIVET SCREWS AT TOP OR CEILING SYSTEM ATTACHMENT CLIP IN FIXED POSITION (2) #8 SCREWS F, • SECTIQN MAIN RUNNER ATTACHED EDGE i Runner Ce�ln �eoton ataurrn at onrete r6 Double stud to Main /� Double Stud to Main Runn r - d 3 %_1„ � ,► Re't�isons: 3»=1,-0„ 3r,-1, Q„ 31, 1, O„ . =1 0 A3 A3 2a1 Zai jA )2a4—rl 1g2b2--r2 MILDREN DESIGN GROUP, P.C,, 2012, ALL RIGHTS RESERVED A.II.Y�.. I..III�IIIIYr�I i.l�lgiiY.�lb... r ■■ THESE. DRAWINGS ARE THE 'PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, Px. Date: 5 April 2012 Drawn by: Cheeped,by: EM .Job Number: 111173 Sheet rermit Submittal aril 201'" A3 . . 3 ANI w..._: .. i.-a)...t. :: i `iY�3�a.L..r..• '.:.. n.' ir-tLa,ffiYi .�"}ssxhh.M"� 1 ��' �+ _ FACE OF EXISTING CONCRETE WALL EXISTING TOP GUARDRAIL OF WALL MILDREN DESIGN GROUP P.C. ARCHITECTURE ■ SPACE PLANNING 7 650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8092 (503) 244-0552 LO FACE OF NEW WALL �Cn GUARDRAIL ��M+ <L '� .. HANDRAIL BEYOND 4505 t � i t3} R?, OREGON , OF LO EXISTING RELITE < Client: 4 � � `C M r Il.ar� McCormack _ -- • - Properties 11000 STAIR FRAMING - ----- SEE STRUCTURAL al ` v • d. ; i a i a ♦ w ti a a, ' • •' GUARDRAIL BEYOND ata IY2" DIA. HANDRAIL 91=► 7190 SW Sandburg Street T grad, Oregon 97223 Elevation1 Stair ls�4 x Project- 5elb--elevation _77 'TI dor Spectra Contract Flooringx 7379 SW Tech Center Drive 00 Tigard, Oregon 97223 3/4" PLYWOOD RISER TYP. I)/Bp' PLYWOOD LANDING 1Ya" PLYWOOD TREAD TYP, to .,.. � � ` SheetTitle: 1Y" DIA, HANDRAIL M 0/8" PLYWOOD LANDING SUSPENDED ACOUSTIC Stair • CEILING Details SEE STRUCTURAL FOR $" GYPSUM BOARD AT BOTTOM OF STAIR STRINGER STAIR FRAMING w ; , FACE OF WALL BEYOND c, „ �► M STAIR FRAMING - 11 1 SEE STRUCTURAL 0 a STRINGER — SEE STRUCTURAL j STAIR MISERS BEYOND Revisions: N r 2x6 AT 16" WITH R--13 STAIR STRINGERS BATT INSULATION BEYOND SEE STRUCTURAL M + a+ a It Stair Section (3Stairaction pp=1 /�'� �A4 I ,t=l �A4 )X-J ''i 5 G�l`b MILDREN DESIGN GROUP, P.C,, 2012, ALL RIGHTS RESERVED Q rrrrrarrrrrrr.�rrrr r rte.-� THESE DRAWINGS ARE THE PROPERTY CP MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 5 April 2012 Drawn by: Checked by BK WBM Jab Number. 111173 Sheet. Permit Submittal April 2012 A4 a z . r v GENERAL $T WCTURAL NOTES. MILDREN DESIGN GRouP P.C. CONFORM TO THE 200`3 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING ARCFMC'TURE - SPACEPLANNING STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. BELOW TO SOLID BEARING: AT FOUNDATION OR CARRYING GIRyDER. PROVIDE FULL BEARING WITHIN 76SO S. B ,Suite 120 1�. eveland S JOIST SPACE AS REQUIRED. Tigard,Oregon 972238692 , Y��, M . DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE ISC. IN ADDITION TO THE PREMANUFACTURED WOOD JOISTS, BEAMS, AND OPEN WEB TRUSSES SHALL, BE OF THE SIZE AND TYPE X503}244-0552 DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: SHOWN ON THE DRAWINGS, MANUFACTURED BY RED BUILT OR AN ENGINEER APPROVED EQUAL, 4 5 DESIGNED AS FOLLOWS: FLOOR LIVE LOAD. 12'5 PSF (LIGHT STORAGE) $2. E $2.1 19 A. FRAMING MEMBERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE TOA SITE CLASS: D CURRENT ICC-ES REPORT, PER 2001 01 OSSC SECTION 1'104,2, AND PER ASTM D 5055. A /1 7 Z_/�ZZ z zzz 41Z _Z7711Z ,7 SDS = 0.'t0ro ... FRAMING MEMBER LOCATION, ORIENTATION, DEPTHS, AND SPACiNG ARE INDICATED ON THE 10 6 p 4 BASIC SEISMIC SYSTEM: SPECIAL REINFORCED CONCRETE St-iE,�i� ttJALLv AND LICZI�T STRUCTURAL PLANS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS � 20 18 4 � FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTENCE RECOMMENDATIONS, p I 52.1 I 11 T.M. RIPPEY RESPONSE MODIFICATION FACTOR R: 5.0 C. FRAMING MEMBERS SHALL BE DESIGNED FOR THE LOADS NOTED ON THE PLANS AND IN THE ,1 20 I�� '1 20 CONSULTING ENGINEERS ANALYSIS PROCEDURE USED; EQUIVALENT LATERAL FORCE PROCEDURE GENERAL NOTES. D, FRAMING MEMBERS, BRIDGING, BRACING, ANCA! CONNECTORS SHALL BE DESIGNED FOR A MINIMUM a2.1 � ILI v2� � 7650 Sw Bev+a W Street,Sude 100 ALLOWABLE SOiL SEAPINC; PRESSURE: 2,,500 PSF (PER AS-BUILT PLANS), 5 PSF NET WiND UPLIFT UNLESS OTHERWISE NOTED ON THE PLANS. 8 -� -- -� ,.. Tigard,Oregon 97223 E. THE JOIST MANUFACTURER SHALL VISIT THE JOB SiTE AS REQUIRED .AND VERIFY THE PROPER Phow(SM)443-3900 EXISTIL+ . ` ,,, INSTALLATION OF JOfSTS AID GIRDERS. EEJRiTEN APPROVAL FROM THE JOiST MANUFACTURER i 1 4 _ 19 Fav(5003)44337+00 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS; AND ELEVATIONS. THE SHALL BE PROVIDED TO THE ARCHITECT/ENGINEER OR RECORD. 1� I2 1 52,1 CONTRACTOR SI-TALL NOTIFY THE ARCHITECT/ENCrINEER OF ,ANY DISCREPANCIES FROM CONDITIONS F FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON I 1$ SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON I THE DRAWINGS AND ATTACHED PER t,*fANUFACTURER'v REQUIREMENTS AND RECOMMENDATIONS 1 1 r Maxniiiiii.ino1nlr.19N& UNLESS NOTED OTHERWISE, aim, M I THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING G. LVL MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES'. p & STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS SEEN 2 N DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. Fb = 2,90@ PSI 52.1 52.1 Fv = 285 PSI Fc Perp = 150 PSI I I 2 � 9 'iN.� SHOP DRAWINGS FOR Pf'REPABRICATED FOOD JOISTS SMALL BE SUBMITTED TO THE E = 2,000 K51 52.1 52.1 52.1 ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. I 7eaxFe' H, DESIGN DRAWINGS AND CALCULATIONS CLEARLY SHOWING MEMBER STRUCTURAL PROPERTIES � I/�,�.....-... IF THE SHOP DR"INGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY AND THE LOCATION/MAGNITUDE OF ALL LOADING SHALL BEAR THE SEAL AND SIGNATURE OF A SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED STRUCTURAL ENGINEER REGISTERED iN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE 1 4 GON TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. ENGINEER OF RECORD PRIOR TO FABRICATION, I «- -.-- - - -�---- .�. �',� 1 s, �Q I. ERECTION DRAWINGS CLEARLY SHOWING FRAMING MEMBER LOCATIONS, TYPE, HANGERS, AND ALL I 13 14 ANCALCULATIONS F TH 51 N AN FABRICATION OF ITEMS OTHER NECESSARY DETAILS SHALL BE PROVIDED WITH THE DEFERRED SUBMITTAL PACKAGE. I DESIGN DRAWINGS, SHOP DRAWINGS, D OR E DESIGN D THAT ARE DESIGNED BY OTHERS SHALL SEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER J. IN ADDITION TO OTHER DESIGN FORCE$ SPECIFIED IN THE DRAWINGS, PREMANUFACTURED WOOD F M + A � 3 � AXP: 06/30/13 REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF JOISTS, SEAMS, AND TRUSSES SHALL BE DESIGNED FOR LOADS RESULTING FROM EC MANIC L RECORD PRIOR TO FABRICATiON. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC, THE UNITS, EQUIPMENT,FRAME OPENING$, AND SPRINKLER MAIN$ (COORDINATE LOADING AND 4 FOLLOWING; ITEMS SHALL BE CONSIDERED DEFERRED SUBMITTAL$: LOCATIONS WiTH MECHANICAL SUPPLIER AND CONTRACTOR) SUPPLY ADDITIONAL FRAMING . .-...-___,�._.W_.=W MW MW MW mwmw��ft 40"M_,.._,� ------ MEMBERS AS NECESSARY TO SUPPORT LOADS. Tient: A. PREFABRICATED WOOD JOISTS AND GIRDERS t 1� 1>6 3 1 � 3 I2 AT REMOVABLE FLOOR JOiST DEFLECTION SHALL BE LiMITED TO THE FOLLOWING: I �--_ 52.1 HANDRAIL McCormack PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. THESE 1 , SZ.1 � COPIES WiLL, BE REVIEWED AND ANY NECESSARY CORRECTIONS/COMMENTS WiLL St NOTED ON EACH L/240 DEAD + LIVE I 1 COPY. THE ENGINEER WILL RETAIN ONE COPi' AND RETURN THE OTHER TWO COPIES TO THE 1-1360 LIVE LOAD I Properties T CTO TO II ARCHITECT OR CONTRACTOR. IT 15 THE RESPOND'►ISILiT"Y OF THE ARCHITECT OR CONTRACTOR � MAKE ANY ADDITIONAL REQUIRED COPIES OF THE MARKED UP SUBMITTAL. �*' r" . '�::'`.A' 5 2 THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, TVP' I NON-STRUCTURAL DEFERRED SUBMITTAL.$ SUCH A5 ARCHITECTURAL,MECHANICAL, SPRINKLER, AND PLUME'1Ws, FIRE SPRINKLER,MACHINERY, AND ASSOCIATED PIPING; WITH THE STRUCTURE. ANY � FIRE ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. CONNECTIONS TO STRUCTURE NOT CONFORM4NG TO SHEET METAL AND AIR CONDITIONINGS � 1 CONTRACTORS NATIONAL ASSOCIATION f SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL I V2.1 ., �# ENGINEER`S DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN .___. ...._ _._ __. CONCRETE SCREW ANCHORS SI-TALL BE HILTI KWIK HUS-EZ" OR ENGINEER APPROVED EQUIVALENT. ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE 7190 SW Sandburg Street ARCHITECT/ENGINEER PRIOR TO FABRICATION. _ Tigrad,Oregon 9223 CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WiTH "WIL.Ti HiT-HY 150 MAX-SD" EPDXY OR ENGINEER APPROVED EQUIVALENT. � � � I S � � 2 Iw I ALL FLASHING AND WATERPROOFING SHALL BE_EBY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS, � � I I g 11 1P.3 Ll METALS; . s � � I 1I � 52.1 52.1 ALL MISCELLANEOUS STEEL: ASTM A3+6 (Fy=36,000 PSI), OR AS 'NOTED ASTM A912 CFS 50 KSI) � � I q N Project: "..SQUARE AND RECTANGULAR'HSS: ASTM A500, GRADE "S"" lF =46,000 PST STRUCTURAL OBSERVATIONS PST THE ENGINEER OF RECORD OR AN AP'POiNTED 'REPRESENTATIVE � � q � t 1-IIC:fi-I LOUT ALL BOLTS: ASTM A30'1 UNLESS NOTED OTHERWISE. � SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: I TI for WELDING: PER AWS STANDARDS. E�10XX ELECTRODE AND BY CERTIFIED WELDERS. :ALL STEEL TO HAVE SHOP COAT. AFTER `rHE WOOD FLOOR SHEATHING AND FLOOR STRAPPING HAS SEEN INSTALLED, PRIOR TO 4 I WITH ANY MATERIALS.COVER NG N L n Spectra DESIGN FABRICATION AND ERECTION SHALL BE IN ACCORL7ANCE WITH THE "RISC -SPECIFICATION FOR N M tJ STRUCTURAL STEEL SUILDINCa$". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR, TO THE COMPLETION POINT WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/161' MINIMUM UNLESS OTHERWISE NOTED. REQUIRING-� SITE OBSERVATION, WELDING S14ALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION 15 SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. (� ,G'Ii1CyN=„ SPECIAL INSiPECTION$: IN ACCORDANCE WITH SECTION 1104 OF THE IBC AND APPLICABLE SECTIONS INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ,ACCORDANCE WITH THE SPECIFICATIONS OF THE PROJECT SPECIFICATIONS. °SPECIAL. INSPECTIONS ARE TO BE PERF WED BY AN �------��-yy AS INDICATED IN THE I i FOR STRUCTURAL JOINTS E131NG� ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL INDEPENDENT TESTING LABORATORY EMPLOYED:B'1r' THE OWNER FOR THE_ARE i I i '7379 SIW'Tech Center Drive BE INSTALLED iN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION. SNUG SPECIAL INSPECTION PROGRAM. 1 i I I 7 TIGHT 15 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOiNT ARE IN FIRM Tigard,Oregon 9 223 CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM A MAN USING AN ORDINARY SPUN WRENCH. NOT COMP°'LYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM , t AND DETERMINE ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVALNOM Sheet"Title: SAU N LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN OF THE ENGINEER OF RECORD THEN THE EIJO WILL BE CONSIDERED NON-COMPLIANT. LUMBER SHALLCONFORM Tt'? WEST G0�45T LUMBER INSPECTION BUREAU +C7R WESTERN tlJ�C7C?C7 FRAMING PLAN � t' 2' 4' '�neral PRODUCTS ASSOCIATION GRADING i'ULES. UNLESS NOTED OTHERWISE ALL LUMBER S HALL HAVE A � MAXIMUM MOISTURE CONTENT OF IS% AT TIME OF FABRICATION. ALL WOOD 1N PERMANENT CONTACT SCALE: WIT44 CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS 51.0 Notes, Special PROVIDED. GRADES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS: SPECIAL INSPECTION i�Rt)�'►RAM Inspection cll'1+C.�.F1� �LNT JPECiES 4 �� IWs PLAN KEYNOTES: ESTABLISHED PER 20)09 SC AS AMENDED BY 2010 088C SECTION 110&CHAPTER 17 AN AM5 4x O SMALLER D.F. � OR SETTER POSTS D SE R P9lI= CoMV�+lIT3 ,_ "" 'Cairo' "_ INC�ISH A A x+6 �. STUDS � 2 0 OIG (ALIGN STUDS WITH 12. SIMPSON C31fv STRAP x 1'-0" MINIMUM, CENTERED-ON TOP OF 4x HEADER, WITH FramingPlan 1. NEED BEAR E RW LL 2 C7 "2 D L CxN D H FLOOR JOISTS WHERE APPLICABLE.) WITH 15/3211 PLYWOOD OR OSB SHEATHING 10d COMMON NAILS. PROVIDE V-0" MiNIMUM END LENGTH OVER 4x HEADER INTERIOR FLOOR JOISTS D�. � OR BETTER. C�TERis►L S�x:n�►L NSF�3CTIONS AS FiBQ1,11�1 BY SBCT'K.)N 109 "� �_ �: AND Sd COMMON NAILS 0 roll O/C AT ALL SUPPORTED PANEL EDGES, AND Sd' AND FILL ALL NAIL HOLES. PROVIDE ro 0 MINIMUM LENGTH AND (2) ROWS OF WALL STUDS D.F. 02 OR BETTER VYOO1Dt tAtVW BY Bl11.t�1"1GOFFML COMMON NAILS * 1"-01' O/C FIELD NAILING. BLOCKING IS REQUIRED AT ALL NAILS AT to-311611 O/C (EVERY THIRD HOLE) OVER 4x MINIMUM FLAT BLOCKING. FNML NSF+�cTioN BY B1�1.DM OFFICAL UNSUPPORTED PANEL EDGES. PROVIDE s�" llo x 31/2" EMBED WILTi 'KW1K HUS2.IEZ' SEE DETAIL 5/52.1. J PLATES AND SILLS D.F. 03 OR BETTER (KILN-DRIED') SCREW ANCHORS 0 4'-0"" O/C iN`P.T. SILL PLATE. VVB C :STRUCTURAL STEM. 15. PROVIDE (2) ROWS OF NAILS AT +$" O/C THROUGH SHEATHING INTO BLOCKING 2. EXISTING METAL STUD WALL. PROVIDE NEW 2x4 D.F. 0'2 STUDS ADJACENT TO BELOW, (`1) ROW EACH SiDE OF STRAP, BLOCKING D.F. STANDARD OR BETTER MATE#i1AL vi��tcAtiaN CIF VuE.D R,LER RISC 350,SE+CT10N A3.5,AM A5 DOCENTS EXISTING METAL STUDS PER DETAIL IC/S2.1 AND 15/32"" PLYWOOD OR O$B revisions: MAT'�RIALS "" 14. SIMPSON ICS161 STRAP x V-0 MINIMUM CENTERED ON TOP OF LVL RIMSOAR.D MANUFACTURED Y SIMPSON M SHEATHING AND Sd COMMON NAILS � � OIC AT ALL SUPPORTED PANEL r FRAMING ACCESSORIES AND STRUCTURAL FASTENERS 51-CALL ESE F"4CTURFC> t3 P $ ,E PASS F1. s N15 x osSc�io�.3.�,AWS u�.�, � "� ! "- ""- i ABOVE WALL WITH 10d COMMON NAILS. PROVIDE 2 -0 MINIMUM END LENGTH - D EQUAL) AND OF THE SI AND TYPE aI-TOWN. ON THE EDGES, ANI? Sd COMMON NAILS I 0 O/C FIELD NAILING. i3LG�CICINCs IS a $TRONCa� TIE COMPANY COR ENGINEER APPROVE SIZE - PROVIDE DISCONTINUOUS OVER LV RIMBOARD AND FILL EVERY OTHER NAIL HOLE (41/all O/C IN EACH ROW) W��a AN ATTACHED MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS . ., REQUIRED AT ALL UNSUPPORTED PANEL EDGES. PR DE 031 R L a DRA I D A ED PE12 Ct3F1f��l:,iE "_ "� _ �: SECTIONS OF 2x4 D.F. 0'2 SILL PLATE WITHIN EXISTING BOTTOM TRACK BETWEEN PROVIDE 6 0 MINIMUM LENGTH AND (2) ROWS OF NAILS AT � 3115 O/C NOTED OTHERWISE. HANGERS NOT SHGtiWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR E HPO0 ADIfSNEANC ANCHOR,P ACB ENT x CIONTIWOLIS WHt�.l 1E M�C'AIIED ON DRA'V4NCS 6 , (EVERY I HOLE) OVER 4x MiNIMUM FLAT BLOCKiNG. MEMSEF",. ALL FRAMiNCs NAILS SHALL BE COMMON-NAILS. NO BOX NAILS ALLOWED. FASTENERS AND EXISTING METAL STUDS UJITI-I C2� % +� x ��� EI"'IF�ED H1LT1 ICWII� HU32;iEZ SCREW E EF:Y' TW RD ' EXPANSION OR SCFn�ll�'ViANCHOR PLANT x CON7_V*X)IJS WHA W ATED ON DRAB t I CONTACT WITH PRESERVATIVE TREATED WO�?D MUST BE #-TOT DIPt°'ED GALVANIZED ANC1-101 AT EACH SECTION, F�" FRt,JM EACH ENP AND �3 FLAT-HEAD, ACCESSORIES N ON ACT f PRE ERV ," " V-0" 1 . SIMS CS16 STRAP' x MINIMUM CENTERED ON TOP OF LVL RIMSOARD R MUST BE SELF-DRILLING TAPPING SCREWS TO Si-IE,4THIAI+C� roll O/C PER I�ET,�"IL1@152.1. 5 SIMPSON , OR HAVE IMAX COATING, ALL FASTENERS IN CONTACT WITH FIRE RETARt'�ENT LUMBER E " OF EXISTING METAL STUDS PER DETAiL Ii/32.1. ABOVE WALL, WITH 10d COMMON NAILS. PROVIDE 21-0" MINIMUM END LENGTH I-IOTwDIF'F'E:D GALVANIZED. t*iA1L CALL.OUTS SHALL t=3E INTEIS�'RETED As FOI..LC�WS►. REMOVE TOP DEFT RIONS: x a" C IN EACH ROW). " 1/2114) "" � ,, _ OVER LVL"RiMBOARt3 AND FILL EVERY OTHER NAIL HOLE (4/ OJ NAT � Y TH DIAMETER NS THAT TI�ESPECIAL NSP��is ON SffEATALL 3. SIMPSON 0TT2Z HOLDOU,IN WITH i 4) x 43/4" EMBED THREADED ROD IN HILTi FIROVIDE 11-01' MINIMUM ENCS LENGTH OVER 4x HEADER .AND FILL ALL NAIL. 8d 2-1/211 0.131 A. INs�C�r.1oN rum "" TINES OBSERVM TFEVYM REQEwN SPSML NSPBCT10N. "HIT-�HY 150 1'�'IAX-SC's" ADHESIVE. PROVIDE (2)2x WALL STUDS MINIMUM FOR HOLES.. ICd 31" 0.148"' 14OLDOWN ATTACHMENT. Ii$, SIMPSON CSI+$ STRAP x LENGTH REQUIRED, CENTERED ON TOP OF WALL TOP 15d 3-1/2"' s2�.1fc►2"' S. P�tK)OK NSP6C"111ON MEANS TNATT�SPECIAL NSPBL"T'C'�F{�told SiTEAT"t'EiE � ► 1NTMALS NECESSARY TO CONFMA1HAT'`WW(.RK F*32UR NG SPEML NSA ST WITH SIMPSON IA544" POST SASE AND 1/2"o x 41' EMS3ED WILTI PLATE, WIT14 0d COMMON NAILS: PROVIDE l:"_01" MINIMUM END LENGTH OVER 4. 4x4 D.F. �2 PO F'' S APPROVED PIA;NSANOSPI�CFICATICM�15. i WA T ATE AND FILL ALL MAIL HOLES. EXTEND TRA FROM END OF VOLUNTARY 01�UCT STANDARD PSI SIN QONFIuIArvuR1�# PPRO►V Pte' SCREW ANCHOR TO .EXISTING CONCRETE SLAB AND 5►MP�='30N LL OP PL E P SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF N Pi's KUIiiC I�4U52.EZ RE - S N S SHALL BE APA ' TO HEADER INTERIOR SHE,4RWALL TO WEST WALL AND PROVIDE' ('2) ROWS OF NAILS AT U PS 2,. OR APA PRF-109 PERFORMANCE STANDARDS. UNLESS NOTED, PANEL I3C4 POST CAP E P2 - ", RATED SHEATHING, EXPOSURE 1, OF THE T14ICKNESS AND �'P'AN RATINGt SHOWN ON THE DRAWINGS. ro-3/Ira O/C (EVERY THIRD HOLE) OVER ,4x MINIMUM FLAT BLOCKING. O TIM. RIPPEY ARECOMMENDATIONS. OW 1/8�� SPACING AT , ", ►. ,, �� "" PLYWOOD O SHEATHING INSTALLATION SHALL FSE 1N CONFORMANCE WITH AP ALL 5. 1�a •� 0 x 8 0 .APA SPAN RATED rc+0/32 F'LY D R SB HE NG "" l 4 CONSULiING ENGINEERS INC. S T SHEATHING INTERIOR 11. PROVIDE C2) ',OW$ OF NAIL A r© O/C TNR(7EJCH $HEA H NG iNTc IN ER.I R PANEL, ENDS .,AND EDGES, UNLESS OTHERWISE RECOMMENDED E►Y' THE PANEL 1�I,ANUFACTtIRER. ORIENTED AS SHOWN EUITI-�I 10"d COMMON NAILS 0 +f,� O/C AT ALL SUPPORTED 2012, ALL Rtcy�rs RESERVED PANEL EDGES, AND 10d COMMON NAILS * 1'-01" O/C FIELD NAILING. SHEARtiUALL TOP PLATE BELOW, - - ' � S MEINSTALLED,'ED' WITH FAC iN PERPENDICULAR THESE bRA1MNG5 ARE THE PROPERTY OP ALL ROOF SHEATHING AND SUB-FLOORING MALL B L E GRA TN1 RiPPEY CONSULTING ENGINEERS INC. AN ARE NOT T D REPRODUCED, " !" , SD.F. STRONG �4CICa. D E N p BE USE OR �" : 8 l2� 2x12 *2 NC."�TCHED ST.,4Ir�' STR NGER3 AND �'2� 2x D 5TR GE3 TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS, ROOF SHEATHING STALL EITHER BE 6. 15 RED-165 JOISTS * 2 -O O/C, TYPICAL UNLESS NOTED OTHERWISE, 1 D.F.�' IN ANY MANNER EXCEPTWTH THE PROPER , " U -AN -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL O MIT31+S TOP FLANGE HANGER AT HEADER. SEE DETAIL 8/62.1. WRITTEN PERMISSION OF T.M. RIPPEY TONGUE C� !c' 1='!?OVlDE SIMPSON BLOCKED, TO SHEATHING SHALL BE 1'5LOCKED WITH 2X FRAMING AT ALL PANEL 'EDGES. NAILING NOT SPECIFICALLY CONSULTING ENGINEERS INC. C S C ) 2 8 F. "1 ST _ON ACKS. "" �� _ I9, f 1) 2x12 D.F. +'2 NOTCHED STAIR STRINGERS ,AND i x D R GE► IDENTIFIED ON THE DRAUIING S SHALL CONFORM TO IBC TABU. 2304�9.i. PROVIDE 13 it x Ifo 2.0E BEDLAM LVL JOIST AT EDGE OF STAIR OPENING. Date: 22 March 2012 SSE c�ETA1L S/52.1. S. 4x8 D.F. 02 HEADER. PROVIDE (rV 2x WALL STUDS OR 4x4 D.F. 02 POST EACH Drawn n b : Checked b : ENCS, 20. 4x14 I .F. 02 STAIN HEADER. PROVIDE SIMPSON 'HUC414" CONCEALED FLANGE � FACE MOUNT HANGER AT '.:PERPENDICULAR HEADER AT LANDING. TSC G G S. 4x8 D.F. �'2 LEDGER WITH MINIMUM OF (2) %1110 x 31/'2"" EMBED WILT( 'I1Gt�lIIK I»IUS2.IEZ' SCREW ANCHOR , AT V-0" FROM EACH END AND 2'�-0"" O/C MAX. PROVIDE �� 'GRADE VYCCC�R' SELF-ADIaESI�r'E FLASHING BETWEENNEW LEDGER .AND Job Number: 111173 EXiSTINCs CONCRETE WALL. A. 'VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES Sheet of: 10. SIMPSON 'LTTI9" AT WEST WALL DOUBLE TOP PLATE WITH 10d COMMON NAILS. 11JITH THE ARCHITECT PRIOR TO SIDDING OR CONSTRUCTION. PROVIDE ANCHOR TO WALL PER DETAIL 4/52.1. S1 *0 11. 2x6 D.F. 0'2 JOIST$ 1 -4 O/C WITH SIMPSON LUS210 FACE MOUNT HANGERS Permit Submittal March ;,2012 T1Y RJOB NUMBER 12098 2 EACH END. , y err�n;+►I�"_. ti - :. .....:...:.. -..,-,.a:.., -.a..,. .:;a++... .us:.-..n.,•..,rw...-,.., ... ,'..r_w: .,Y. ' ,.,,..;.,- ,.. .. ., �::k ".,.I :;q.,.._ '"n iy Ilg ...t:v_.m3v$rm,Adw �f 'm-.,2n.«:'•.».., a. "- ,: ,...:r..�..a,.'�?4,h.AItC.,..emviw.n.�ti'f:,ue.... � -- 2xro FLAT HANDRAIL PER CODE . '. 2x& FLAT HANDRAIL PER CODE W/ (2) Ifod NAILS AT EA. POST W/ (2) trod NAILS AT EA. POST 4x4 POST ► 4'-0" OIC MAX. 4x4 POST 0 4'-0" O/C MAX. w.„ ,. 2x4 HORIZ. Wl (2) *d NAILS 2x4 HORIZ. W/ (2) *d NAILS [LDS N DESIGN GROUP P.C. q AT EA. POST, TYP. AT EA. POST, TYP. ARCHITECTURE 0 SPACE PLANNING 765C}S.W.B►t'.Yeland,Suite 120 � NO HANDRAIL AT 51M, '� Oregon 97223-$d92 I U -SDS Tigard,Or 3 -fa '30-611 S SIMPSON 'HOU2 C'> 2.5 MAX CONDITION. MAX Wl era'►# A30"I THRU BC3LT5 (��3)244-fJ5S2 AND OVERSIZED WASHER TO GUARDRAIL 411 TYP. SIMPSON 'HDU2-606 2.5` 411 �P, W/ 5/811# A301 THRU BOLTS ,AND OVERSIZED WASHER FLOOR SHEATHINts, TO GUARDRAIL PER PLAN T.M. RIPPE"Y FLOOR SHEATHING, CONSULTING ENGINEERS PER PLAN SIMPSON 'CS22' x 1'-8" ` 7650 Sw Bevde►nd S1ree#,Arte 1f)0 NEW BE�4RING 1 STRAP BELOW ISHT'G, Tip rc k Oregon 9'7223 SI-IE�4P: WALL NEW SIMPSON HOLDOUN _ x x x x x x x • CENTER ON JOIST • • i Phorwe=(503)443-3900 PER PLAN WHERE OCCURS PER PLAN S,"l 10" all SIMPSON ,434 FLOOR SHEATHING, Fax (�)443-370th CLIP, TYP. t"'fN, 1'rtlN. MIN. PER. PLAN .. NEW P.T._2x+5 SILL PLATE _ • •• W/ ,ANCH01c'S PER PLAN x x x x x x x -- • • • I" THICK STIFFENERSwo EXIST, ra" CONC. '• AND IE WASHER I/4x3x0`-3" CONTINUOUS 11f2" LVL EA. SIDE OF JOIST 4° LEDGED AND ANCHOR SLAB AT EACH ANCHOR RIM JOIST Wl 11/2" LVL ..,'". ..."'.-' I PER PLAN BLOCKING., # 1'` .PLYWOOD BLOCKING EA. LVL JOIST AT EDGE FLOOR JOIST, FLOOD? JOIST, I SIDE OF WEB, AT EA. VERT. RAIL. OF OPENING PER PLAN SIMPSON TENSION TIE PER I NAIL TO WEB W/ (8) 10d COMMON PER PLAN PER PLAN DOUBLE TOP PLATE, I rr PLAN. PROVIDE 3/4,"0 x33f�"' NAILS, TOP 4 BOTTOM S O1C. SPLICE W/ (2) ROWS OF # 1t/2'" LVL BLOCKING ,AT ;EMBED. ThIRD ROD IN (NOT REO'D AT SIM. CONDITION) SIMPSON 'CS22'xl'-8" STRAP HILTI 'HIT HY-150 MAX-SD' 'r 12PE C14) lOd COMMON 1 FIRST TWO-BAYS FROM (0.148"4 x3")NAILS i S WALL, # AT EA. VERT. POST. CENTER ON JOIST WOOD WALL ADHES. oA A- .. FLOOD JOIST DBL. TOP PLATE I PER PLAN ,, * Rs�ox % I ! SIMPSON 'A35' CLIP 0 2'-0" O/C E>C15T. CONC. 2x& FRAMING W/ 1 WI 10d x3", NAILS ALL. HOLES WALL PANEL SHEATHING, PER PLAN SHT'G ON INTERIOR EXP: 06/30/13 I SIDE AS SIM. CONDITION Client. 1 SECTION 2 FLOOR SECTION 3 FLOOR SECTION 4 ENDWALL SECTION � - _ 1249$-01 "� s it-Oil j 111{19-Q2 ,,� I" z 11.011 12098-03 1209$-03 SCALE. I" �' 0" 52 � 12098-04 SCALE. Ill I'_,Plrr McCormack ��.� SG,4LEYY 1 i 0 �2. CLE 2x& FLAT HANDRAIL PER CODE .. Properties W/ (2) I&d NAILS AT EA. POST .-- .-� ` 511 TYP 4x4 POST a 41-0" O/C MAX. 2x4 HORIZ. W/ (2) trod NAILS AT EA. POST, TYP. 7190 SW Sandberg Street. Tigrad,Oregon 97223 SIMPSON STRAP PER PLAN r IN` MAX. - 3'"�'" BETWEEN SHIT G 4 BLK G STAIR STRINGER !�-IE,4DER GC'3NN. TO 5 (2) L �4x3x1r�xfd"_rc+", (1) E,�►C1-1 � (2) SIMPSON 'LTT20E�" AT E,4. . POST W/ (10) I&d NAILS i PER PLAN EXIST. GONG. WALL .52.1 SIDE OF HEADER. PROYIC>E 1" 'Z211-0 4 MAX., Project: PER 6/62.1 LL FLOOR 5HT G PER PLAN (2) ti2'`0 THRU BOLTS TO WOOD W/ THROUGH BOLTS Typ. 2xro STRONGBACK W/ OVERSIZED WASHERS, W1 (6) 10d MAILS AT TI HEADER (2)3�' t x3ti4�� HILTI t t ,� _ for 'iG1lYliiC HUS-EZ' SCREW ANCH'S COUNTEI" INI� 1 rz MAX., TYP'. EA. END I' �'Y?" 211 21# OIC, STAGGERED o a AT EACH ANGLE TO GONG. �� 11/611 PLYWD rr Y. 7�k Spectra �" O WALL � TREAD, TYP. tt�s PLYWOOD 1"� 4 MAX TREAD, TYP. M YY.M ..r ' 4x BLK'G 1='ER . i 2x12 NOTCHED � , PLAN FULL. LENGTH x SIMPSON A34 OF STRAP ABOVE to % STRINGER Wl � Z " ' HEADER x x x (2) Ibd NAILS . ell 0 0 P.T. 2x4 KICK PLATE W1 x f • FLOOR JOIST A x PER PLAN ~� INTO EA. Y_...Y.Y ,� (2) t�2 rr p x 23/4"r EMBED �r PER PLAN x '� ` STUD, TYP. 5 HEADER �.�x x �, x o HILTI 'KWIK HUS-EZ' x x , PER PLAN �� " `,� SCREW ANC14ORS x x x� 7379 SW Tech Center Drive � x SIMPSON HUC28 ` PLYWOOD _ x r 52.1 REDLAM LVL JOIST .� HANGER Wl SLOPED � EXIST. CONC. SLAB �' Tigard,Oregon 97223 EXIST. GONG. PER PLAN r .� SEAT, TYP. SIMPSON ShIEAT1-11NCs WALL PANEL WTES, I. 'HUC28-2' HANGER AT PER PLAN PROVIDE 4x BLOCKING AT FOR ITEMS NOT CENTER STRINGER. " " SIMPSON 'HU414" FACE MOUNT 2x6 STRONGBACK W/ (ro) EA. POST W/ SIMPSON A35 201 Ii "i NOTED REFER STUD WALL 2x& 9TROWsSACK AT EA. 2" : HANGER W/ 10d xi rz NAILS TO '1/92.1 10d NAILS AT E.A. ENCS � AT EA. END, TYP. P'F2OVlCY?E C�s�:ACE V"t'COR .Sheet.Tifile. 0 1 -0 O/C,STAGGERED. PER PLAN STRINGER W/ (2) ROWS VAPOR BARRIER BETWEEN STAIR HEADER OF 10d NAILS +� 1 -�? O/C DBL. 2x12 NC7TGNEL'� R 1�'HAN S+EE DETAIL 9/92.1 FOR END STRINGER, T` P WOOD FRAMING AND CONC ��"'�. �� PE STAGGERED, TYP'. NAIL. SPACING. HEADED T SECTION N AT STAIR � STAIR SECTIONDetails ANCHORAGE 4 TRA�'�'11'�iC� DETAIL �► STAIR C1"f O1�I � 6AIR .��C�'lON S ��� O �`: wr i ►" "r "t +may � � r" ,� 12098-05 rr ,.. 4+ 12098--06 SCALE= I 1'-0 2.1 12098-07 SCALE- I � 11-0 5 .1 12098-08 SCALE: 1r" � 1'-0" �G.1 12008-09 SCALE- I I'-01, SCAL.�E. I 1 0 .� -- 2'x& FLAT HANDRAIL PER COD ----- 2x6 FLAT HANDRAIL PER CODE W/ (2) 1&dNAILS AT EA. POST Wl (2) IF►d NAILS AT EA. POST i 4x4 POST 0 4'-0" O/C MAX. I i 2x4 HORIZ. W/ (2) 16d NAILS 2x4 HORIZ, W/ (2) trod NAILS AT EA. POST, TYP'. ,AT EA. POST, TYP. 4x4 POST EACH ENC? OF 8' 0" MAX .. LENGTH OF REMOVABLE HANDRAIL Revisions: 51MF ON 'HOU2-013 2.5' 31040" 13 SECTION MAX Wl ewe" A30"1 THRU BOLTS MAX 52.1 AND OVERSIZED WASHER NEW WOOD STUDS TO GUARDRAIL EXIST. METAL STUDS 41 TYP. FLOOR SHEATHING, „�,1` SIMPSON 'HDU2-515 2.5` OS 9CREWa x1�f " PER PLAN TYP. W/ 51611* A301 THREADED �'� � HANDRAIL POST REMOVABLE HANDRAIL -.ROC? WELDED TO HSS- TY1-'. HA POST PER DETAIL 12152.1 ND 1"„0," OIC JO ST TY1='r 3T,��GEiQE1 FLOOR 1 EO. GUARDRAIL SUP'P'ORT PER DETAIL 2192.1 PLAN VIEW ft PER PLAN FLOOR SHEATHING, A HSS 4x4x34 GUARDRAIL .PER PLAN vl1'wIPSCI `C522" x 1'-8" at,I1='PORT till arc" C,4F' -' STRAP BELOW, CENTER � (1) 1/211# THRU BOLT ON JOIST" I x x x x x x x -- RIM JOIST 4 BLKI.G . EXIST. GYP. BD -- SIMPSON 'AY34r i • NEW 2x4 WCC>OL� STUDS TO REMAIN S#� CLIP TYP`. PER DETAIL 2152.1 ATTACHED TO 'EXIST. NEW 2x4 D.F. �'2 DISCONTINUOUS MIN. r MIN. MIN. ° 'C.IMt, RIFF'EY A STUDS PER PLAN • • • • 2012, ALL RIGHTS RESMIM METAL SILL PLATE BETWEEN EXIST, I HOLDOWN PER DETAIL 2 4 CONSULTING ENGINEERS INC„ ,: � 1" IG STIFFENERS r" x x I21S2.1, STAGGER L 7+C:ATION ANCHORS THTC FFE ERS S 11r x x x x x FOR ITEMS NOT 'THESE DRAWINGS ARE THE PROPERTY OF 1``r1ETAl ;3TUC'y5 tUl AN RS PER "► GONTINUOU s L.1tL S u r SID OF JOIST OF HOL.DOWN SUCH THAT TM RIPPEY CONSULTING ENGINEERS INC. A A �:�x3x0 �� CONTINUOUS i � EA. E tu/ 1t i9 NOTED REFER PLAN AND I�' WASHER .� RIM JOIST � LVL SCREWS FROM OPPOSITE AND ARE NOT TO RE U5�OR REPRODUCED LVL RIM JOISTW/ am am ,.. ..Y. �..,-.. RE R F'1�' TO 2 ,ANCA I2/v2.1 IN ANY MANNER EXCEPT WITH THE,PROPER AT EACH ANCHOR r, F3LCY�CK;1N�s. V B OClCINCs , ,, I" PLYWOOD $LOCKING EA. vILL.�ES DO NOT MEET. I � L L L " _ SIMF'90t�1 0522 xt -8 STRAP Y�RITTEN PERMISSION Off"INC' EZIPPEY SCREWS THROUGH SHIT Cx E�ii"aT. �;�' METAL a11C�E O1= WEk3, R R AT EA. VERT. RAIL. CONSULTING ENGINEERS INC. .:ENTER ON JOIST DOUBLE TOP PLATE, ( 110d COMMON FLOOR JOLT 31 R PLAN TRACK TO MAIN _ plate: TO LL PER Rao RE 141 TAL 9TUC> W,4LL 2) NAIL TO WEB W/ S) �" O 22 March 201.2 EXIST. E I "' LVL BLOCKING AT FIRST SPLICY.E W/ ( ROW OF PER PLAN V/2 NAILS, TOP' � BOTTOM +� rc� OIC. 4 NEW WOOD STUD FRAM'G i� (14) 10d COMMON T SIM.. I TION) " TWO 8A1'S FROM �UAL.L." (NOT F ,Q D A S M GOND � S�-1T Cs PER PLAN ANCA (10.148""4� x31')NAILS Drawn��'� Checked��: 10/52.1. REMOVE, TOP OF 4 AT EA. VERT. POSY. FLOOR JOISTS PER PLAN " " HAND RA I `'OST' =LAN SC M E -IST. METAL STUDS TO SIMPSON A35 CLIP +� 21-011 OIC 2x+5 FRAMING W/ � � Ex IST. SIMPSON `A35' CLIP �" 2'-s2?" OIC "r F" 3 NAILS ALL HOLES ,. O OF Wl I d x L LL LE ING PER ELEVATION ATB BOTTOM SHEATH PLAN "► F`08T W/ 10d� x3 r NAILS ALL HOLES 13 VIEW ��` RO`�`� �.,�' NEW WOOD WALL DBL. TOP 1 DOUBLE TOP' PLATE, SPLICE Job Number: 11117.3 EXIST. ;�" CO1�+IC. , � 12098�13Y "r r rr W/ (2) ROWS OF (14) 1Od COMMON SHT G ON INTERIOR 2,1 SCALE-. 1 = 1 -0 SLAB (',0.148"* x31) NAILS: 311E AS SIM. CONDITION Sheet of: 10 &ECTIONA HANDRAIL I ��� FLOOR &E CT I1FLOOR SECTION T RSO �1...� L "ttal March ' Ill .,., �� 1 11109 12 �,MIS 11 i i „Y Permit Submi �� 12091 -11� SCALE: 1" � 1'-0 �2,� SCALE. 1 - 1 -0 V92A SCAL»E 1 1 0 `SMR 1t78 Nt�M6>t~�:12099 2 a , , i PIN" 9 x tai.':