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R <br />3/4" PLYWOOD BLOCKING IN PRE - <br />MANUFACTURED WALL <br />PRE -MANUFACTURED MODULAR <br />CEILING PANEL <br />2"x2" ANGLE CONNECTION SUPPLIED <br />BY PANEL MANUFACTURER, SECURE <br />PER MANUFACTURERS <br />INSTRUCTIONS <br />PRE -MANUFACTURED MODULAR <br />WALL PANEL <br />SIMILAR CONDITION AT EXISTING <br />STUD WALL, GC TO VERIFY <br />PLYWOOD IS EXISTTNG <br />4 PANEL CONNECTION <br />3 -1-0 <br />1. <br />1 <br />7 WALL SECTION <br />PRE -MANUFACTURED <br />MODULAR WALL <br />PANEL <br />PHARMACY SIDE <br />INSTALL 4" BASE <br />FURNISHED BY PANEL <br />9'-0" MANUFACTURER <br />AFF <br />"L" TRACK AND HARDWARE <br />FURNISHED BY PANEL <br />MANUFACTURER,SECURE <br />TO PANEL PER <br />MANUFACTURERS <br />INSTRUCTIONS <br />GYPSUM BOARD <br />EXTERIOR SIDE <br />INSTALL 6" BASE <br />FURNISHED BY PANEL <br />MANUFACTURER <br />SECURE BOTTOM TRACK TO FLOOR <br />WITH TAPCON CONCRETE <br />ANCHORS STAGGERED AT 2'-0" OC <br />FURNISHED BY PANEL <br />MANUFACTURER <br />MODULAR WALL ATTACHMENT <br />L1 1/2" x 1 1/2" x 16 GA CONT. <br />ATTACH WITH (1) #10 TEK SCREW <br />AT EACH LEG OF EACH STUD, TYP <br />STRIP END OF STUD TO ALLOW <br />FOR LAP AT HORIZONTAL BRACING <br />(4) #10 TEK SCREWS MIN <br />STUD TO STUD <br />CONNECTION TYP UNO <br />6" x 18 GA CONTINUOUS <br />TRACK ATTACHED TO <br />JOIST CHORD WITH #12 <br />TEK SCREWS AT 12" OC <br />AT BOTH ENDS <br />ATTACH 20 GAUGE TOP <br />TRACK WITH #10 TEK <br />SCREWS FOR 2 ROWS AT 24" <br />OC TO METAL ROOF DECK - <br />ROOFING SYSTEM <br />UL 1 <br />JLL <br />1 <br />1/2" GYP BOARD TO DECK, <br />6" x 18 GAUGE METAL STUDS <br />KEEP OPENINGS AROUND <br />AT 32" OC <br />PENETRATIONS TIGHT. 1 <br />1 <br />6" x 20 GAUGE METAL STUD <br />BRACING AT 32" OC. (3) #10 <br />3 5/8" x 20 GAUGE METAL <br />TEK SCREW CONNECTION <br />STUD CONTINUOUS AT <br />AT EACH END <br />MIDPOINT <br />+ <br />+ <br />6" X 20 GAUGE METAL STUD <br />+ <br />AT 16" OC <br />PHARMACY SIDE <br />SALES <br />6" x 20 GAUGE METAL STUD <br />6" X 20 GAUGE METAL STUD <br />BRACING AT EACH BAR <br />AT 16" OC <br />JOIST ATTACH EACH END <br />WITH (2) #12 TEK SCREWS <br />(7) #10 SCREWS INTO DECK <br />EQUALLY SPACED <br />ROOFING SYSTEM —� <br />------------- --- -- <br />+� i + I ,�+ <br />to 1 <br />I <br />1 <br />(3) #10 <br />SCREWS, TYP <br />I I <br />3" 2' -0" i i 1'- 0" 3" <br />-11 lei I I <br />I � I <br />I I <br />I I <br />I I <br />I I <br />600S162-43 AT I i 1/2" GYP BOARD TO DECK, <br />120C, TYP KEEP OPENINGS AROUND <br />PENETRATIONS TIGHT. <br />� I <br />PHARMACY SIDE <br />(7) #10 SCREWS INTO DECK <br />EQUALLY SPACED <br />ROOFING SYSTEM <br />SALES <br />PHARMACY SIDE <br />(7) #10 SCREWS INTO DECK <br />EQUALLY SPACED <br />ROOFING SYSTEM --� <br />- <br />----------- <br />-- <br />I + <br />--- -- <br />+. <br />� <br />I <br />� <br />� ` <br />I <br />I <br />+ <br />(3) #10 <br />+ <br />SCREWS, TYP <br />I <br />I <br />I <br />I <br />3" <br />2'- 0" <br />I <br />i <br />I <br />i <br />1' - 0" <br />3" <br />1/2" GYP BOARD TO DECK, <br />KEEP OPENINGS AROUND <br />PENETRATIONS TIGHT. <br />CONT. NESTED 6" x 18 <br />GAUGE STUD AND TRACK <br />ATTACHED TO JOIST <br />CHORD WITH (2) #12 TEK <br />SCREWS EACH END TYP <br />FULL LENGTH OF WALL <br />ATTACH EACH <br />VERTICAL STUD WITH <br />(3) #10 TEK SCREWS <br />PROVIDE ONE STUD <br />DIRECTLY ADJACENT <br />TO EACH SIDE OF <br />EACH JOIST <br />6"X18 GAUGE <br />PRE -MANUFACTURED <br />CONTINUOUS STUD <br />MODULAR WALL PANEL <br />TRACK ATTACH TO <br />EACH STUD WITH (2) #10 <br />TEK SCREWS <br />SALES <br />PRE -LAMINATED <br />GYPSUM BOARD <br />L. <br />I I <br />I � I <br />I 1 <br />I I <br />I I <br />I 1 <br />60OS162-43 AT I iL 1/2" GYP BOARD TO DECK, <br />120C, TYP i KEEP OPENINGS AROUND <br />I I PENETRATIONS TIGHT. <br />1 I <br />PHARMACY SIDE SALES <br />(7) #10 SCREWS INTO DECK <br />EQUALLY SPACED <br />ROOFING SYSTEM <br />+`-=i+ <br />I <br />I <br />I <br />I I <br />• • I I 1' \ � 1 1 <br />L \`�\ I I <br />(3) #10 1 1 (3) #10 1 I <br />SCREWS, TYP \ I+ +.I SCREWS, TYP ` ` I+ + I <br />3" 3'- 0" I+ i 3" 3'- 0" I+ <br />I I <br />I 1 I 1 <br />60OS16243 AT 1110,i 1/2" GYP BOARD TO DECK, 60OS162-43 AT 1 <br />120C, TYP I I KEEP OPENINGS AROUND 120C, TYP 1 1 <br />PENETRATIONS TIGHT. <br />I I I I <br />PHARMACY SIDE SALES PHARMACY SIDE <br />ATTACHMENT AND BRACING AT PARALLEL JOIST ATTACHMENT AND BRACING AT PERPENDICULAR JOIST <br />TYPICAL BULKHEAD ATTACHMENTS <br />3" = 1'-01, �� 3/4" = V-0" <br />------------ --- ---- <br />F`� + <br />I I <br />-- . <br />• ` I <br />4 <br />` ` I <br />`. 11-0�I I <br />1/2" GYP BOARD TO DECK, <br />KEEP OPENINGS AROUND <br />PENETRATIONS TIGHT. <br />SALES <br />MUD, TAPE AND <br />FLOAT, TYP <br />EXISTING GYPSUM <br />BOARD <br />GYPSUN <br />J-MOLD <br />VERTICP <br />SLIP JOII <br />AT SLIP , <br />REF SPE <br />EXISTIN( <br />BOARD <br />6" METAL STUDS <br />EXISTING PLYWOOD <br />EXISTING 6" STUD WALL I <br />BULKHEAD CONTROL JOINT <br />3" = <br />PRE -LAMINATED <br />GYPSUM BOARD <br />SECURE PANEL TO <br />STUD WALL PER <br />MANUFACTURERS <br />INSTRUCTIONS <br />, <br />i <br />ALIGN GYPSUM <br />BOARD <br />I - <br />I � - <br />� r <br />- EXISTING <br />PLYWOOD <br />- EXISTING STUD <br />WALL <br />EXISTING <br />GYPSUM BOARD <br />6"x 20 GAUGE METAL <br />STUD AT 16" OC <br />3 x 20 GAUGE <br />METAL STUD BRACING 1L\ <br />AT EACH BAR JOIST <br />ATTACH EACH END 1 <br />WITH (2) TEK SCREWS <br />PHARMACY EXTERIOR WALLS AND <br />SHEATHING MUST BE RUN TO <br />DECK, GAPS AROUND <br />PENETRATIONS MUST BE KEPT AT <br />A MINIMUM TO ENSURE SECURITY <br />14'-0" `e' <br />lip <br />TO WALL PANEL <br />M SEGMENTED BENT FLAT STOCK <br />INSTALLED TIGHT TO EACH PANEL <br />SECURE TOP OF PANELS PER <br />MANUFACTURERS INSTRUCTIONS. DO <br />NOT MECHANICALLY FASTEN MODULAR <br />PANEL TO DEFLECTION TRACK <br />MOUNT DEFLECTION TRACK LEVEL <br />WITH THE FINISHED FLOOR. DO NOT <br />FOLLOW ROOF SLOPE <br />PHARMACY SIDE <br />PRE -MANUFACTURED <br />WALL PANEL, THICKNESS <br />TO MATCH EXISTING, NO <br />OFFSET IS PREFERRED, <br />COORDINATE WITH PANEL <br />MANUFACTURER. <br />CAULK AND PAINT, TYP <br />EXISTING 6" STUD WALL <br />MODULAR WALL ATTACHMENT <br />3" = 1'-0" <br />FOR ATTACHMENT AT <br />BULKHEAD REF -- -- <br />2x2x18 GAUGE <br />CONTINUOUS STEEL ANGLE <br />ATTACH TO EACH STUD <br />WITH (2) #10 TEK SCREWS <br />BOTTOM TRACK <br />18 GAUGE 6" DEEP LEG <br />DEFLECTION TRACK AT 14'-0" AFF <br />MAX. COORDINATE EXACT <br />HEIGHT WITH PANEL <br />MANUFACTURER PER EXISTING <br />CONDITIONS AND FIELD VERIFY <br />PANELS FOR EXACT HEIGHT AND <br />THICKNESS PRIOR TO <br />INSTALLING <br />L-BRACKET PRE -INSTALLED <br />WITH GYP <br />J-MOLD EDGE <br />SLIP JOINT <br />PRE -MANUFACTURED <br />MODULAR WALL PANEL <br />SALES SIDE <br />DEFLECTION TRACK AT MODULAR PANEL <br />1 1/2" = 1'-0" <br />p+enb2 <br />hitecture <br />gineering <br />2809 Ajax Avenue Suite 100 <br />Rogers Arkansas 72758 <br />Phone: 479.636.3545 <br />Fax: 479.636.1209 <br />Architect of Record <br />William Douglas Hurley <br />Florida License No. AR 91919 <br />Architect Business Lic No. <br />AA26000940 <br />w o <br />O <br />IX y ujWw0~O� <br />W LLL v��w2Zt 0!Z0 <br />D w _zLLw�'aW3r-z <br />Lu y W w LL V U <br />CC �Q Ittp:LLay Z a'U <br />ow <br />ww ¢g am w¢v��m <br />�F-¢J2zQwuj Uf2 <br />O 2 <br />0FX:: O<LL Q0: %u w§ <br />0 c�wO��mp3iwCWc= 0< <br />H 3C0Jod1.L.90 Qz <br />g zw <br />�a a�wooir3 <br />pz opw—n.—'nowog <br />wwaIZ�F'3� a, WL w <br />CIO M050 <br />085?Eo' <br />00 <br />� �� <br />CQ <br />_0 <br />O <br />p <br />o <br />LL <br />m N <br />G \ �./ 1 <br />�J <br />(1) <br />Q O <br />ao <br />to <br />co <br />-J <br />(7 z <br />o <br />M 0 <br />Z� <br />(p O <br />N <br />LL <br />n' m <br />0 <br />Lij <br />N <br />w <br />m <br />M <br />z <br />CO <br />0 <br />2021 CSP <br />I ISSUE BLOCK I <br />CHECKED BY: <br />Checker <br />DRAWN BY: <br />Author <br />PROTO: <br />192 <br />PROTO CYCLE: <br />8-27-21 <br />DOCUMENT DATE: <br />10-1-21 <br />1 <br />DOCUMENTS THAT DO NOT <br />HAVE THE ARCHITECT OR <br />ENGINEER OF RECORD SEAL <br />AND SIGNATURE SHALL BE <br />CONSIDERED NOT FOR <br />CONSTRUCTION <br />MODULAR <br />PHARMACY <br />SECTIONS <br />AND DETAILS <br />SHEET: <br />PHM2 <br />