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Plans (11) f'3crPaLGy‘—t.. vt� i � Y�-1 _. . . . _. __. .•-.,, .. .. t ��8?� S� Sc is r 7 Ai 0 "MAXIMUM CLEAR EXISTING All'IW HEIGHT(1)(2) $• DECK 11,�' 362S162-33 15-2" c NN4•✓iN� 1141Nl• W o 3625162-43 16'3• r�til . 3625162-54 1T-8':: ilroAh:t:� ,! 4...4s�I�� 4005162.33 113 4 - v,�` r © 400S162.43 17'-9" o - •�, EXISTING© 4005162-54 19'-0" 0 ;Li/ INSULATIONo 6005162.33 22'3' 0 A' O 6005162-43 24'3 z • W �4 (1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO z TOP OF WALL OR TO BRACE LOCATION(HOR12.OR 0 DIAGONAL KNEE BRACE). u T.O.It GYP.BOARD W (2) SEE SHEET SK5/SK6 FOR BRACING REQUIREMENTS. 1 So i, (3) ALL METAL STUD MEMBERS SHALL BE FORMED - '4.11FROM CORROSION-RESISTANT STEEL, z s p ® 1 CORRESPONDING TO THE REQUIREMENTS OF ASTM BE ZINC COATED MEETING ASTM W I 0r O A924,MMIN AND SYIELD STRENGTH SHALL BE 33,000 = �� TYP. PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS �VAND 97 MILS. STUDS PR PROPERTIES SHALL BPSI FOR ALL 54 E AS I 68 LS, 0 MANUFACTURED BY METAL STUD MANUFACTURERS = ASSOCIATIONS FRAME MAX INC PER ESR-1229 OR DIETRICH INDUSTRIES,INC PER ESR•2374 OR APPROVED EQUAL.STUDS SHALL BE A MINIMUM 33 I; MILS'C'SHAPE,1.625'WIDE(U.O.N.),OF THE > DEPTHS AND SPACING SHOWN ON DRAWINGS. TRACKS SHALL BE 64 MILS,WITH A MINIMUM FLANGE OF 1.25'.BRIDGING SHALL BE COLD ROLLED Ed ►! . © CHANNEL,MINIMUM 1.5"DEEP WITH 0-5625•FLANGE WIDTH, SPACE BRIDGING AT 4'-0'MAXIMUM O.C. .. 11.,1, VERTICALLY.DOUBLE UP STUDS AT ALL JAMBS. ALL > F I t4, CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.SPLICE IN HEAVY MILS Qu FRAMING MEMBERS.OTHER THAN RUNNER TRACK © 1 SHALL NOT BE PERMITTED.ANCHOR RUNNER TRACK o ; 0TO CONCRETE WITH.1450x1"HILT!FASTENERS PER ,- ' , 0 ' I 0 ESR-1752 AT 3?O.C.O MAX.1W �� N z 0 �'INO 1 ® 0 3-518"METAL STUDS AT 24•o.c. .. O518'GYP.BD.ON METAL STUD.GYPSUM BOARD TO BE a SECTION PARTITION IT�STALLEDI/4`oFFFINISHFLooR(MAx.) O 3 CONTINUOUS METAL STUD TRACK•SEE STUD u SCHEDULE N TH ...ce= OTE i/9 IS SHEET A it2 1-0n 0 BASE-SEE INTERIOR ELEVATIONS Wm 0 EXISTING CONCRETE SLAB WITH W.W.F.OVER BASE. c l CONTRACTOR TO PROVIDE NEW SLAB AT ALL SAWCUTTING. z h, n FINISHED FLOOR MATERIAL,AS SCHEDULED. �`, 'VI{� v{ z °'¢¢ Y �p ,�j 7 SUSPENDED ACOUSTIC TILE CEILING. > 4419.0 THOMAS M. 8O STAGGERED 3-5/8"METAL STUD BRACING AT 48"0.C. r WITH(4)TEK SHEET METAL SCREWS @ EA. MORGAN r CONNECTION. 04 \ O 35/8'METAL STUD BRACING AT 48'O.C.(MIN,) x • DALLAS,TX • 10 5/8"GYPSUM BOARD CEILING ON 8'x 1 5/8'x 20 GA. cc $149 , METAL JOISTS®24'O.C. .. 11 CONTINUOUS STUD TRACK WITH(2)812 SELF TAPPING E s SCREWS AT EACH STUD. OF U� 12 BATT INSULATION,CLIP ATTACHED. z 13 an.TRAck. u 2>itz/t 14 TOP OF EXISTING WOOD ROOF DECK ca A14228 PHARMACA T. M. Morgan i� S K. I . GREENWAY TOWN CENTER EASTcc Architect 921 N. RIVERFRONT BLVD. • 12180 SCHOLLS FERRY ROAD SUITE 700 TIGARD, OREGON 97223 DALLAS,TEXAS 75207 21.AUGUST.2014 214-613-0680 - . ..,.. ... . Y • a-_ . ..._ . . .. _ .. ---..<.slAj 4 SCHEDULE - ' TYPE MAXIMUM CLEAR 0 HEIGHT(1)(2) z 3625162-33 15'-2' a 0 1.0 362S182-43 16'-5' L., 3623182-04 IT-8' < ,y 400S162-33 16'-4' z: 400S162-43 1T-9' o oQ 4005182-54 19'-0" o c 6003182.33 22'•6' z W < 600S162-4324'-5' _ N r` CLEAR HEIGHT IS THE DISTANCE FROM FLTO z T.O.STUD (1) TOP OF WALL OR TO BRACE LOCATION(HORIZ.OR 0 6 DIAGONAL KNEE BRACE). " T.O.GYP.BOARD z (2) SEE SHEET SKS/SK6 FOR BRACING REQUIREMENTS. -L,.2 _ F to i < i►�'; (3) ALL METAL STUD MEMBERS SHALL BE FORMED - w 104* FROM CORROSION-RESISTANT STEEL, s 41.' CORRESPONDING TO THE REQUIREMENTS OF ASTM .4Pr' Q A853-94 AND SHALL BE ZINC COATED MEETING ASTM . 3 „0'% TYP. A924.MINIMUM YIELD STRENGTH SHALL BE 33,000 = < � PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS � II!'' MEMBERS;AND 50,000 PSI FOR ALL 54 MILS,68 MILS, .- z AND 97 MILS. STUDS PROPERTIES SHALL BE AS =o o '144, MANUFACTURED BY METAL STUD MANUFACTURERS 2 '►v' z® ASSOCIATIONS FRAME MAX INC PER ESR-1229 OR "- ,Le. A; DIETRICH INDUSTRIES,INC PER ESR-2374 OR 0 Z.: APPROVED EQUAL.STUDS SHALL BE A MINIMUM 33 u: 0011 MILS"C"SHAPE,1.625'WIDE(U.O.N.),OF THE w Id, DEPTHS AND SPACING SHOWN ON DRAWINGS. '' ITRACKS SHALL BE 54 MILS,WITH A MINIMUM FLANGE a © OF 1.25'.BRIDGING SHALL BE COLD ROLLED xx a 4 I! ;/ CHANNEL MINIMUM 1.5"DEEP WITH 0.5625 FLANGE wd ' WIDTH. SPACE BRIDGING AT 4'-0'MAXIMUM O.C. O VERTICALLY.DOUBLE UP STNS AT ALL JAMBS. ALL 1> W CONNECTIONS SHALL BE PER MANUFACTURER'S z RECOMMENDATIONS.SPLICE IN HEAVY MILS •< q I! FRAMING MEMBERS,OTHER THAN RUNNER TRACK „ xx SHALL NOT BE PERMITTED.ANCHOR RUNNER TRACK o n_• © '- TO CONCRETE WITH.145ax1'HILT!FASTENERS PER ,- w �C ESR-1752 AT 32"O.C.MAX. o Q �A O Z p 4' L E.ZE 14TSS . ti 1,1,11 o_ . iii ® O 3.5/8"METAL STUDS AT 24"O.C. U U' >. O5/8"GYP.BD.ON METAL STUD.GYPSUM BOARD TO BE ° z` INSTALLED 1/4'OFF FINISH FLOOR(MAX.). z SECTION @ PARTITIONCONTNUOUSMETALSTUDTRACK-SEE STUD x. O SCHEDULE NOTE/13 THIS SHEET C < < 1/2"= 1'-0" z 0 BASE-SEE INTERIOR ELEVATIONS o: y O EXISTING CONCRETE SLAB WITH W.W.F.OVER BASE. l'- CONTRACTOR 7O PROVIDE NEW SLAB AT ALL O ^ SAWCUTTING. z W I 8 FINISHED FLOOR MATERIAL,AS SCHEDULED. < nom.o SUSPENDED ACOUSTIC TILE CEILING. W OMAS M. 8 STAGGERED 35/8'METAL STUD BRACING AT 48'O.C. z Or o MORGAN � CONNECTION.WITH SHEET METAL SCREWS SI EA. 0, z: • DALLAS O 3518'METAL STUD BRACING AT a9'O.C.(MIN.) ✓ f� I� L. 10 5/8"GYPSUM BOARD CEILING ON 8"x 1 5/8'x 20 GA cc `�� C 149 -0 METAL JOISTS 6 24'O.C. > 9 J 7 0 _ 11 CONTINUOUS STUD TRACK WITH(2)C12 SELF TAPPING 0,, 1 ,,, 0 SCREWS AT EACH STUD. 12 BATT INSULATION,CLIP ATTACHED. z p1 ki) 13 SLIP TRACK. o `' 14 TOP OF EXISTING WOOD ROOF DECK " c z < A14228 PHARMACA T. M. Morgan Architect W S K_2 GREENWAY TOWN CENTER EAST 921 N. RIVERFRONT BLVD. 12180 SCHOLLS FERRY ROAD SUITE 700 TIGARD, OREGON 97223 DALLAS,TEXAS 75207 21.AUGUST.2014 I 214-613-0680 0 0 MAXIMUM CLEAR WTYPE HEIGHT(1)(2) EXI N DECK ; 3625162-33 15'-2" 1I* IIL) 3625162-43 16'-566��NII�rtt 400S16233 16 4" 13 r' W 400516243 17-9' e , EXISTING 400S162-54 19'-0" a ® I INSULATION 600S162-33 22'-6' o 0 0 6005162-43 24'-5' it 4' (1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO z TOP OF WALL OR TO BRACE LOCATION(HORIZ.OR O DIAGONAL KNEE BRACE). 0 II i T.O.GYP.BOARD z 1,,' to (2) SEE SHEET SK5/SK6 FOR BRACING REQUIREMENTS. w (3) ALL METAL STUD MEMBERS SHALL BE FORMED A- FROM CORROSION•RESISTANT STEEL, ; 0 ►� CORRESPONDING TO THE REQUIREMENTS OF ASTM Apt* 0 A653-94 AND SHALL BE ZINC COATED MEETING ASTM W � - A924.MINIMUM YIELD STRENGTH SHALL BE 33,000 1= ` .►may PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS IN MEMBERS;AND 50,000 PSI FOR AU.54 MILS,68 MILS, a AND 97 MILS. STUDS PROPERTIES SHALL BE AS i o MANUFACTURED BY METAL STUD MANUFACTURERS ?_ j j Q ASSOCIATIONS FRAME MAX INC PER ESR-1229 OR `! DIETRICH INDUSTRIES,INC PER ESR-2374 OR „, 1 APPROVED EQUAL.STUDS SHALL BE A MINIMUM 33 `,I MILS`V'SHAPE,1.625'WIDE(U.O.N.),OF THE a I 1 DEPTHS AND SPACING SHOWN ON DRAWINGS. ;o TRACKS SHALL BE 54 MILS,WITH A MINIMUM FLANGE - ►i I © OF 1.25•.BRIDGING SHALL BE COLD ROI FII a5" b, a CHANNEL,MINIMUM 1. DEEP WITH 0.5625"FLANGE ' ,./ WIDTH. SPACE BRIDGING AT 4'-0•MAXIMUM O.C. a .1 VERTICALLY.DOUBLE UP STUDS AT ALL JAMBS. ALL Y ; CONNECTIONS SHALL BE PER MANUFACTURER'S ,z 1!1 RECOMMENDATIONS.SPLICE IN HEAVY MILS® FRAMING MEMBERS,OTHER THAN RUNNER TRACKSHALL NOT BE PERMITTED.ANCHOR RUNNER TRACK o ® . TO CONCRETE WITH.145ex1'HILTI FASTENERS PER ',- ESR-1752 AT 32"O.C.MAX. o • © a :4 O .L. o �I'pl.�I .-r.r_-."': ....^_- KEYED OTS ' o �• ' © O3.5/8'METAL STUDS AT 24"0.C. OsirGYP.BD.ON METAL STUD.GYPSUM BOARD TO BE o INSTALLED 114"OFF FINISH FLOOR(MAX.). SECTION @ PARTITIONCONTINUOUS METAL STUD TRACK-SEE STUD a O SCHEDULE NOTE#3 THIS SHEET C1/2"= 1 -0" J BASE-SEE INTERIOR ELEVATIONS m 55 H EXISTING CONCRETE SLAB WITH W.W.F.OVER BASE. '- CONTRACTOR TO PROVE NEW SLAB AT ALL o SAWCUTTING: z • ! 6 FINISHED FLQOR MATERIAL,AS SCHEDULED. a r '' I/ 4'` SUSPENDED ACOUSTIC TILE CEILING. ('yI OI.iL'71J M. O STAGGERED 3-5/r METAL STUD BRACING WITH(4)TEK SHEET METAL SCREWS EA.T 48"O.C. s C..1 MORGAN 0 f CONNECTION. DALLAS, ••**rr ``�� TX H 8O 35/8"METAL STUD BRACING AT 48"O.C.(MIN.) = • LL►l�LAS, o 10 5B'GYPSUM BOARD CEILING ON 8'x 1 518"z 20 GA. z S 149 METAL JOISTS 24"O.C. a , 11 CONTINUOUS STUD TRACK WITH(2)#12 SELF TAPPING o /Y�' SCREWS AT EACH STUD. _! O O�r 120 BATT INSULATION,.CLIP ATTACHED. z I b 'Air CI SLIP TRACK 0 14 TOP OF EXISTING WOOD ROOF DECK U z A14228 PHARMACA T. M. Morgan z Architect SK...3 GREEN WAY TOWN CENTER EAST 921 N. RIVERFRONT BLVD. 12180 SCHOLLS FERRY ROAD SUITE 700 21.AUGUST.2014 TIGARD, OREGON 97223 DALLAS,TEXAS 75207 4 t 214-613-0680 :STUD SCHD EULE TYPE• MAXIMUM CLEAR HEIGHT(1)(2) x 3625182.33 15'4" i° N 362S162.43 16'-5" x 3625162.54 17'-8" .. 400S162-33 16'-4" 1 - �, e W, 4005162-43 17'-9" o r a0 4008162-54 19'0 0 o,. 6005162-33 27-8" z 6005162-43 24'-5" _ II",',(1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO ;z cc T.O.-u• ` 1 TOP OF WALL OR TO BRACE LOCATION(HORIZ.OR 0 ' o 6 I DIAGONAL KNEE BRACE). z a T.O.GYP.BOARD (2) SEE SHEET SKS/SK6 FOR BRACING REQUIREMENTS. .L0 ' ISI , (3) ALL METAL STUD MEMBERS SHALL BE FORMED '-- '4. FROM CORROSION-RESISTANT STEEL, 3 "' ip' CORRESPONDING TO THE REQUIREMENTS OF ASTM Till A653-94 AND SHALL BE ZINC COATED MEETING ASTM W ;`I i A924.MINIMUM YIELD STRENGTH SHALL BE 33,000 ,s J PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS F ;1li MEMBERS;AND 50.000 PSI FOR ALL 54 MILS,68 MILS, ` AND 97 MILS. STUDS PROPERTIES SHALL BE AS MANUFACTURED BY METAL STUD MANUFACTURERS " ►�" ® ASSOCIATIONS FRAME MAX INC PER ESR-1229 OR �.,. �,o DIETRICH • INDUSTRIES,INC PER ESR-2374 OR a o; ►�' APPROVED EQUAL.STUDS SHALL BE A MINIMUM 33 0: %4 MILS"C"SHAPE,1.625"WIDE(U.O.N.),OF THE u, �� DEPTHS AND SPACING SHOWN ON DRAWINGS. `^ m I TRACKS SHALL BE 54 MILS,WITH A MINIMUM FLANGE I a b OF 1.25".BRIDGING SHALL BE COLD ROLLED i x ' © CHANNEL,MINIMUM 1.5"DEEP WITH 0.5625"FLANGE o 0 '/ WIDTH. SPACE BRIDGING AT 4`.0"MAXIMUM O.C. a O VERTICALLY.DOUBLE UP STUDS AT ALL JAMBS. ALL >- o CONNECTIONS SHALL BE PER MANUFACTURER'S z ``., RECOMMENDATIONS.SPLICE IN HEAVY MILS o FRAMING MEMBERS,OTHER THAN RUNNER TRACK ,. a SHALL NOT BE PERMITTED.ANCHOR RUNNER TRACK o a © TO CONCRETE WITH.145.x1"HILTI FASTENERS PER I'- �� ESR-1752 AT 32"O.C.MAX. I o w ® 1% © l=l'''a ". 0 r 0 0 l :I' 0 4IP W �. �W O 3-516"METAL STUDS AT 24"O.C. " o > - 0 5/r'GYP,BD.ON METAL STUD.GYPSUM BOARD TO BE o x INSTALLED 1/4"OFF FINISH FLOOR(MAX.). a in SECTION @ PARTITIONCONTINUOUSMETALSTUDTRACK-SEE STUD n_ O SCHEDULE NOTE#3 THIS SHEET c a. D 112"= 1'-0" .._.. i Q4 BASE-SEE INTERIOR ELEVATIONS I m 0 EXISTING CONCRETE SLAB WITH W.W.F.OVER BASE. [- o -_ CONTRACTOR TO PROVIDE NEW SLAB AT ALL N SAWCUTTING. Iz u., ` � • FINISHED FLOOR MATERIAL AS SCHEDULED. e i P 7 IX: 7 SUSPENDED ACOUSTIC TILE CEIUNG. 1rJ.. 1 8O STAGGERED 35/8"METAL STUD BRACING AT 48"O.C. s P MORGAN A�T WITH(4)TEK SHEET METAL SCREWS EA j'•F GA.I`1 CONNECTION. N _ 99 3.5/8`METAL STUD BRACING AT 48"O.C.(MIN.) x • DALLAS, 1 X • c� '' 10 5/8"GYPSUM BOARD CEILING ON 6"x 1 5/8"x20 GA. a 3 5149 e METAL JOISTS fg 24"O.C. ra a 11 CONTINUOUS STUD TRACK WITH(2)#12 SELF TAPPING o N1./itkiQ SCREWS AT EACH STUD. z WI� o4,, BATT INSULATION,CLIP ATTACHED. ' 4z w 12 ..., a 13 SLIP TRACK 14 TOP OF EXISTING WOOD ROOF DECK u z J A14228 PHARMACA T. M. Morgan a Architect w S K-4 GREENWAY TOWN CENTER EAST 921 N. RIVERFRONT BLVD. a = 12180 SCHOLLS FERRY ROAD SUITE 700 21.AUGUST.2014 TIGARD, OREGON 97223 DALLAS,TEXAS 75207 - 214613-0680 > EXISTING WOOD DECK A libb a e _ ..< -< _.____44i N o pr' 18GA.CONT.PLATE 1�_; .�i ' �$ AS REQUIRED WITH �� . 16 GA.CONT.SLIP TRACK -�I #8 SCREWS EACH lir"' WITH#8 SCREWS TO DECK z ‘-♦' END TO DECK AT I. ids 1"PENETRATION MAX. Z o�. 12"O.C.X 1"PENETRATION ��� v �AIS Mph �� .4 FULL HEIGHT SOUND BATTS 1. OP ®`—, WHERE SCHEDULED L-11 1' � 11FINISH WALL SURFACEWj�� SEE FOR ALDL OTHERJACENT INFO � ' MAY OCCUR-VERIFY WITH PLANS 3. W 2 WALL PERPENDICULAR/ - WALL PARALLEL TO DECK DIAGONAL TO DECK - - C ' CONTRACTOR NOTE: ; IN PLACE OF CONTINUOUS SLIP TRACK-METAL STUD CONTRACTOR N MAY USE"VERTICLIP"BRAND SLIP CONNECTION TO DECK/STRUCTURE- . USE CAREFUL SCREWING METHOD TO ENSURE NO FULL DECK PENETRATION SLIP TRACK AT DECK / JOISTS 1 0.145 IN.DIA.X 1"MIN. N PENETRATION LOW VELOCITY POWDER ACTUATED FASTENERS . .. TO SLAB AT 18"O.C. MAX AND MIN.(2)EA. PER TRACK SECTION W (ESR ICC#1752) 0 TRACK TO MATCH STUD SIZE AND W GAUGE. r. W a. i\Li, r ,U ' M. , SEE WA_L TYPE ,..........Ty MORGAN y , W • DALLAS,TX • `' 5149 1°� '4' OF Ot ' > a , r: V _. tyerpit 4. TYP. PARTITION TO FLOOR DETAIL " 3 V z A14228N • PHARMACA T. M. Morgan II S K-5 GREENWAY TOWN CENTER EAST Architect 921 N. RIVERFRONT BLVD. 12180 SCHOLLS FERRY ROAD SUITE 700 ,-. 21.AUGUST.2o14 TIGARD, OREGON 97223 DALLAS,TEXAS 75207 a ._ z- 214-613-0680 d r / 1 0 I o � / —1_1L—' / / a / / II o / / 0 I / o a II z - I 1 u .1 _ J I / I // / 9 CONT.20GA.STUD BRACE AT WALL AND o! / / AT 4'-0"O.C.WITH(2)SCREWS EACH / CROSSING _ I- I / x Z 0 I n 362S162-33 MTL.STUD BRACE AT 48" cs z i w I = O.C.WITH(2)#10 SCREWS EACH END J w 'n OPTIONAL BRACE TO ADJACENT W d _ I MASONRY WHERE WALL OCCURS ,, a n co N w CONT.362S162-33 SECURED WITH CO (2)#10 TEK SCREWS Q EACH STUD 2 z METAL STUD-SEE SCHEDULE o 0 STUD WALL BRACING 2 / 1"= 1'-De c L. c U 0 2. a. gg 8 w C 4 is.\ en\ i .I;, OMAS M. — W MORGAN , A4 T • DALLAS,TX ' _ 5149 t OFOa. . ; o . of5/44A.k . V' P Z O t u z , A14228 • PHARMACA T. M. Morgan • K-6 GREENWAY TOWN CENTER EAST Architect 921 N. 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