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R-5 1" XPS INSULATIOP <br />R-13 GLASS FIBEF <br />INSULATIOt <br />9 <br />A5.2 <br />STOREFRONT <br />SHIM AND SEALANT <br />STUD WALL w/ 1 /2" P.T. <br />PLYWOOD, BOTH SIDES <br />ADHERED 0.40 ALUM. <br />BREAK METAL TO MATCH <br />STOREFRONT, BOTH <br />SEALANT AND BACKER ROD <br />STOREFRONT BASE DETAIL <br />SCALE: 3" = 1'-0" <br />NUOUS SEALANT AT WINDOW <br />(4) SIDES - INSIDE AND OUT <br />DAM FLASHING <br />INUM WALL CAP WITH LIP OVER <br />IL. MEMBRANE FLASHING <br />BOND BEAM FLASHING DETAIL OMASONRY OPENING <br />N.T.S. <br />ROOFING ASSEMBLY <br />(SEE SHEET A1.3) <br />i I <br />28 ROOF JOISTS r2 8 <br />— A5.2 (SEE STRUCTURAL <br />DRAWINGS) <br />i <br />I <br />CEILING AS <br />SCHEDULED <br />i/ <br />1 /2 " GYP. <br />BOARD TO <br />UNDERSIDE OF <br />JOIST BEARING <br />2A <br />I I <br />I 1 <br />I I <br />FLOOR FINISH AS <br />SCHEDULED <br />I <br />� I <br />� I <br />e e , 4 <br />n d 4 <br />T <br />(PARAPET BLOCKING <br />ELEV. +18'-9 1 /2" <br />McDONALD'S ARCH SIGN BY OTHERS <br />& UNDER SEPARATE PERMIT <br />(COORDINATE STRUCTURAL AND <br />ELECTRICAL REQUIREMENTS) <br />EXTERIOR WALL ASSEMBLY 1 C <br />(SEE ASSEMBLY NOTES) <br />T JOIST BEARING <br />ELEV. +13'-4" <br />3 <br />A5.3 <br />I� 1 <br />STEEL BEAM <br />(SEE STRUCTURAL DRAWINGS) <br />CANOPY & FASCIA SYSTEM <br />W/ TIE BACKS <br />— — — — — --------\ <br />B E.I.F.S. <br />ELEV. +10'-4" <br />-O�- <br />I I <br />I T WINDOW & B CANOPY <br />ELEV. + W-4-MV <br />``— — — — — — — — — — — — — — — <br />A5.3 <br />WALL SECTION - VESTIBULE/ENTRY <br />ALUM. ENTRANCE AND <br />STOREFRONT (SEE ELEVATIONS <br />& EXTERIOR WINDOW SYSTEM <br />NOTES) <br />T SILL <br />ELEV. <br />+2'-0" <br />NOTE: G.C. TO VERIFY ALL M.O. <br />WITH UNIT MFR. PRIOR TO <br />CONSTRUCTING OPENINGS IN <br />WALL <br />AM. <br />VERIFY OPENING REQ'D AT BRICK <br />VENEER W/ MFR. OF UNIT. <br />PROVIDE 3" x 3" x 1/4" STEEL <br />LINTEL ANGLE W/ 6" BRG. EACH <br />END 0 VENEER OPENING <br />m <br />I <br />N <br />4'-0"M.O. <br />I <br />N <br />i <br />13 " MIN. <br />14 J" MAX. <br />T D.T. OPENING Alk <br />ELEV. + 8'-0" <br />D.T. WINDOW SHOWN FOR <br />REFERENCE ONLY <br />CENTERLINE OF COLLECTOR TO <br />ALIGN W/ CL OF D.T. WINDOW <br />ABOVE <br />T/D.T. SILL <br />ELEV. + 3'-0" <br />-$� <br />ROUGH OPENING AT CMU <br />& BRICK <br />i <br />T/FLOOR <br />i ELEV. 0'-0" <br />RMHC COIN COLLECTOR ® MASONRY WALL <br />1/2" _ V -o" INTERIOR ELEVATON <br />SUSPENDED ACOUSTICAL <br />ING (FINISH HEIGHT AS <br />EDULED) <br />DIZED ALUM. WINDOW <br />CIE W/1/4" TEMPERED <br />3S. PROVIDE HEAD <br />EIVER (TYP.) <br />CORIAN SILL <br />CONT. SEALANT BOTH <br />8" INTERIOR PARTITION <br />2/A1.0 FOR ADDITION< <br />INFORMATION. <br />WALL FINISH, SEE DEC <br />DRAWINGS <br />HEAD & SILL ® INTERIOR VESTIBULE WALL <br />3 WINDOW SILL FLASHING <br />EXTERIOR SIDEWALK (SEE CIVIL SILL <br />DRAWINGS) NOTE: SEAL GLASS POCKET <br />OF WINDOW JAMB AT SILL. <br />TOP OF SLAB <br />ELEV. t0'-O" NOTE: SEALANT ON BACK LEG <br />OF FLASHING TO BE APPLIED <br />PRIOR TO INSTALLATION OF <br />::::_-----TYPICAL FOUNDATION AND FRAME. <br />CONCRETE SLAB (SEE <br />1N SILL <br />ALUM. <br />)W FRAME <br />INSUL. <br />AND SEALANT <br />ALUM. WALL <br />(2" LIP w/HEM) <br />E FOR POSITIVE <br />IAGE <br />SEALANT <br />IL MEMBRANE <br />IING UNDER <br />WALL CAP w/ <br />DAMS <br />LI 1\4 1 tL END AM v�•� <br />NOTE: SEAL OVER HEADS OF ALL <br />PERIMETER OPENINGS. <br />STRUCTURE DRAWINGS) PA5. <br />FLASHING DETAIL 0 JAMB <br />2 N.T.S. <br />91 <br />10 1/2- <br />SEE SECTIONS AND ROOM FINISH <br />SCHEDULE FOR WALL FINISH <br />EXTERIOR WALL ASSEMBLY 1 C <br />(SEE ASSEMBLY NOTES ON A5.0) <br />DOUBLE ANGLE LINTEL (SEE <br />STRUCTURAL DRAWINGS) <br />CONT. SEALANT BOTH SIDES <br />METAL EDGE BEAD ® GYP. BOARD <br />RETURN FINISH OFF TO DOOR <br />FRAME <br />w/ J BEAD <br />- <br />- EDGE <br />OF WALL BEYOND <br />DOOR <br />& FRAME AS SCHEDULED <br />JAMB <br />BEYOND <br />SECTION 0 DOOR <br />HEAD <br />1 1 /2" 7-71 —0 ' <br />JAMB BEYOND <br />DOOR AS SCHEDULED <br />CONCRETE SLAB <br />SEE STRUCT. DRAWINGS <br />EXPANSION JOINT <br />ADA COMPLIANT ALUMINUM <br />BEVELED THRESHOLD SET IN <br />SEALANT - MAX. HT. 1/2- <br />2 (SEE DOOR HARDWARE SCHEDULE) <br />p <br />p d <br />4 4 <br />BLDG SLAB WALK. <br />p <br />6 SECTION 0 DOOR SILL <br />-- 1 1 12" = 1'-0" <br />ml <br />w <br />Q <br />0 <br />oF <br />• -A�tc, R %�y'9 <br />:Date 20�3-b8.11 <br />13:44064 00' <br />?F •,.. . 0 <br />c'STFREDA'RGa`�� <br />THIS DOCUMENT HAS <br />BEEN DIGITALLY SIGNED <br />AND SEALED. PRINTED <br />COPIES OF THE <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED. THE SIGNATURE <br />MUST BE VERIFIED ON <br />ANY ELECTRONIC COPIES <br />OF THE DOCUMENT <br />08.11.2023 <br />DATE <br />uu <br />N <br />v <br />D <br />a� <br />flo- <br />Q N <br />o <br />LL LL W <br />— Z 5 <br />m `► � V W M <br />Li <br />�i Go <br />,� L <br />J <br />Z W w <br />w 2 (A O <br />ir <br />a. n a a <br />0 <br />J <br />> u QU] No0�n7a° 'IN' <br />—¢Cc <br />o ov°c o`:S o <br />n 0o <br />O�a>>0NU o <br />vap <br />3:o J <br />a <br />o o <br />I N N N allN <br />C <br />NO 2 <br />N,-�� <br />o ° c o o <br />a� o 0 <br />t O+ N O C <br />v ° <br />oC C E + <br />v� cn�c <br />° c v.�c ° o <br />° O +. x :E <br />v°a) 0(n <br />O - — c v <br />_j <br />C +�+ U <br />:U ? o N o c N 0 <br />0 <br />�:21 <br />Q ° v v <br />U o o 0 CL� <br />u' Fm O N o O <br />12 ° O o o p02 <br />���� <br />N N 0 7 fll N Li V <br />N O t <br />O. o o c o c <br />a. <br />oa �C <br />z N 13� n04 <br />m N I <br />N <br />C � N <br />W <br />CD N <br />N <br />m <br />cn <br />I <br />C� <br />Z_ <br />� pp <br />m O Z W J <br />m Z E m <br />Q� �0 <br />m L <br />8 N <br />� I 9 w 11 N <br />�— O O <br />a <br />o <br />Nr- O W Cj 0 � <br />W Q 00 ZA W N <br />N o vti o <br />NSN#: 40871 <br />0 <br />Z <br />W A5*2 <br />cn WALL SECTIONS <br />