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Plans RECEIVED AUG 2 8 2013 cmoG Ips BULL Z Z a a W i£ Z a �Mi 8Y li /1Z ti_ _ _ __ _ _ a tr ra 2 sterggiiii • / —. 1_ li Pnirii 1-hour balcony above 'fire-resistive -�construction - \ ...„.....0 _� W �stairwaY up -� J ,�çH stubs only) ti , .. ,, ,, ..z 1.0 o ic.1 _r \ \ ti� v� w to �1 .Q. rr I 42', : - ✓ t X : - - ' O W 1B N 20' i Cr + Scale: 1/8" = 1'—O" Q• 1 \l 5 FIRST FLOOR 1 LL 6949 square feet o) 1 C cn r /i's Ili J u. ›... 1-` � 3 / t,., r , (,P �k NOTE: n DO NOT CONSTRUCT • I I _ a OPENINGS IN THE WALLS BETWEEN SUITES WITHOUT 1. - ADVICE OF THE ENGINEER �-`1`Q^� PO 0 I Work Room 1 L �� ~ 8'-6' to ceiling 9'-7' to deck above `' :? balcony (All\ ar \/ 0 -1/' � Q\ '--\-t\ -) CL /Z \ i Ce 6 / 1 50'-1 1 4" _ � ° ... r r _______ ii..-_-:-.. 1 D \ 'L___._.. 4'bridge (above) \`� 14 -- , U '� i ri, 1 LL.' ji N � r-g s/4' 1 r vI� Approved [ j a /f9 Cimmaron 20 J, if) A ` See Letter it Follow /14�j / Y / I4IFiIIIU r 111 I A d . ] iPermit 1Vumber:Address ,�\By: r Date: �� .�� �� W _ _....._ -- U UP Approved puns ; = Y Y shall be on job sit4. = 4 4 O.1-� t-)Work •kv�/8'-6g r ®FFYCE C( P/ � lA�/ Occupancy stn+ction Type • •• I _ ire' $nitidet .�..+... ! g Accessibility EE a a a ce — — — — — — — — — / — - - \ — — FREWING STREET : : :m i..O a Workroom Framing Walls: 2x4 studs, sheath 2 sides 1¢" gwb, 5d x 1 q" nails, 7" o.c. edges, 12" o.c. field, California Corners PawECrno. 03-500.07 Ceiling: 14" TJI 560 joists 12"o.c. spanning 16'-0" and 12'-0" as shown, T&G top deck 1J13" Structural Edgewood Gold, 10d nails, 6"o.c. edges, 12" field oanweucflte nrehbase-4-awg Use Simpson HD2A hold-downs where shown SHEET 3 • 1 13'-10" / 6'-8" 7'-2" / o ( cs / SUPPLIES STORAGE CABINETS 0 0 , ---0 to \D ~ % / mDx =-I j 16'-3" J 5'-0" � \ 0 3 3 o= 4 \ 3 / IS — — % FIRE SCR 1FTiyE DESIGN SHEET: RE QU i REMENTS FOR SUSPENDED CE i L iNGS '. CEILING JOIST PER PLAN D1 .00 ARMSTRONG STABILIZER BAR eD OR OTHER SUITABLE SYSTEM, #8 SELF—DRILLING TO KEEP PERIMETER COMPONENTS I SCREWS ® 16" FROM SPREADING APART. I * CEILING ARMSTRONG O.C. TO TRACK JOIST PER ANGLE MOLD ` JOB# 13-1030 III= I CONNECT TO #8 SELF—DRILLING PLAN ARMS ' AS -... JOIST w/ ��a"e EYE SCREWS EACH -I �IMAN BE 4M ST Y I BOLT W/WASHER *A #8 SELF—DRILLING MAIN BE MAIN BEAM ` SIDE TO STUD ` �- m(n.3/4" AT UN-ATTACHED WALLS / SCREWS / � ATTACHMENT m(n.2° hO HANGER WIRE I ANCHORED t0 '- _ DD OR TO TI-E WALL �' ABOVE THE CEILING I ARMSTRONG STABILIZER BAR (PLACE • 5' O:G.MAX) OR OTHER SUITABLE SYSTEM, 'I • to KEEP PERIMETER COMPONENTS max.8" FROM SPREADING APART. MINIMUM(3)FULL I C ARMSTRONG TURNS WITHIN 3" ANGLE MOLD LENGTH,TYPICAL i �j cd MEM JOIST ■IIIIIIIIIIIII II=I ARMS S ARMSTRONG c jI TRACK STUD (ALIGNED CROSS ROSS TEE CROSS TEE L Cm 3/4" AT UN-ATTACHED WALLS ARMSTRONG WITH JOIST Ci..I O� M CROSS TEE NOTES: ABOVE) CZ 4 ,� min.2" F-- mtn.3/4" OR OTHER SUITABLE SYSTEM, 1. ROOF SHEATHING TO BE Y2 STRONG STABILIZER BAR „ W/PLYWOOD SHEATHING W 8x1 TEK TO KEEP PERIMETER A COMPONENTS FROM SCREWS ® 6 O.C. AT PANEL EDGES & 12 O.C. IN THE FIELD. SPREADING APART. 2. INSTALL R-19 INSULATION IN CLNG, TYPICAL �o TYPICAL SUSPENDED TYPICAL SUSPENDED M (3)Typical Ceiling Framing CEILING SUPPORT CI CEILING SUPPORT SCALE: N.TS. SCALE: N.T.S. SCALE: N.TS. &,. 0, DESIGN CRITERIA: CRIPPLE STUD GOVERNING CODE: The "Oregon Structural Specialty Code", 2001 Edition, as adopted INFILL STUD CRIPPLE STUD INFILL STUD and modified by the City of Portland shall govern design and construction. 600T150-33 i TRACKS ABOVE fool DESIGN LIVE LOADS: C I HEADER TRACKS AND BELOW c �� Roof (snow) 25 PSF Z--Z © 6005162-43 2-12 Offices 50 PSF (I) I� '-"' HEADER ��� 2-12 `► id — � MEMBERS ■` 2-12 HEADER MEMBERS �� 2-12 Ceiling 20 PSF w a.� 5/— .. t 5 REF. 5/ (I) Office live loading shall include an additional 20 psf partition loading. i o v) cry • It W w k t gl • WIND DESIGN: 3 Second Gust Speed of 100 mph, Exposure B, I = 1.0 4 41444 ''''' r JAMB ' JAMB 5psf Interior Wind Pressure . O Q = �i ANGLE REF. `� ��1� � ;b � 2"x2"x6"x54 mil ' DETAIL 4/— SEISMIC DESIGN: Seismic Design Category D, Soil Site Class D, I = I0, R = 2.0, Ss=1.023, a'' '~ b ANGLE W/ (3) #8 TEK 5I=0301, SDs=0.158, SDI=0398, Csg0318, Simplified Analysis .-c:$ b o I—I }, (s, ..,CO Felil SCREWS EACH LEG 600T150-33 CRIPPLE STUD � '" an ' SILL ir1'�INFILL STUD w TYPICAL BASE �d QG� ANCHORAGE ANCHORAGE ADDITIONAL POWDER ACTUATED FASTENER ,Q (4) #8 TEK EACH SIDE OF JAMB SCREWS CLIP TRACK FLANGE Door - Load Bearing BASE TRACK STUD AT LAP JOINT REV. DATE: Boxed Header 7PER PLAN TRACK FINAL 08.27.13 G4D Boxed Jamb Window - Load Bearing , SCALE: N.TS. Boxed Header ' lo � 0• 441 Boxed Jamb ��� r 4 0 0 0 8 1 0 3 SCALE: N. .S. /+ i g$:;r: egg:: w STUD 1 • 44� � �� Aa 111;t �I;� o 4,P 1; eaa�" �"���•oa a a .� 400T150-33 spa m a a y:© d ) BASE TRACK �� � % � 0 . a 1/2" GYP. BD 1:1; o � �' a (600T150-33 FINISH W 8 TEK ] Riiia° a ]BASE TRACK / #Z" • • 4 .a © 6" STUDS) SCREWS ® 6" O.C. Aga a 5_ ��i4� x%.-- 5gtyi CONNECT W/SCREWS, 8 PANEL EDGES & 6" "�!,g� W ^ ..aE RIVEtSOROTHER �• �z �8 !On w° � SIMPSON PDPW-300 NOTES: =<z=off �OZ.,a� A=000 APPROVED FASTENERS • d'6 m-a z E m l z x E m e.2 O.C. IN THE FIELD 1. INSTALL R-13 INSULATION IN WALLS, "ATTACHED" • .o POWDER ACTUATED 3Enril NQOpv. o�1zY ATTACHED FASTENERS @ 8" O.C. 2. BLOCK ALL UNSUPPORTED PANEL EDGES W/ STUD ��,�g N �am��� �a�, �omuz� � � o wwa-'o � SECTION TO MATCH WALL STUDS. APPLY PANEL EDGE ��`� �Ia..�A A �000 ONE END OF GRID SHALL BE ATTACHED •4 TO EXISTING SLAB TO CLOSURE ANGLE AT EACH OF TWO �' CONNECTION TO ALL BLOCKING. ft-4k �.°Bw;a 1=a 1 ADJACENT WALLS. EZ�"�Q o gI TYPICAL SUSPENDED CE IL iNC Wall Framing at Corner °gyp".; = N°i °Fpz= �.i y��WkQ aeJo.. S SUPPORT ATTACHED Bottom Track Anchorage 2 Track Lap Connection imp o o` SCALE: N.T.S. >mE°z�z za?ww awaF.d ' SCALE: N.T.S. ��<�alr a`��N o<�F� Low Velocity Fastener aa0. Q nx- a ofsEz SCALE: N.T.S. Pvy$$WQ7w=�o !g:� �z gaara F y e [w V �E ? :n.,W �iupilC0 Ui3 P.'�.BL�.a