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2510 BROADWAY 2018 Plans 2022-11-07 (2)
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2510 BROADWAY 2018 Plans 2022-11-07 (2)
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Last modified
11/7/2022 1:31:27 PM
Creation date
8/16/2022 2:40:47 PM
Metadata
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Template:
Address Document
Street Name
BROADWAY
Street Number
2510
Permit
B1808-035
Year
2018
Notes
REPLACE UPPER METAL SIDING, INSTALL NEW BLADE
Address Document Type
Plans
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Y <br />J_ <br />Q <br />w <br />w <br />0 <br />Z <br />0 <br />F_ <br />U <br />w <br />ti <br />N <br />O <br />0 <br />0 <br />0 <br />N <br />M <br />N <br />0) <br />04 TYPICAL DETAIL @ ALUMINUM TRIM <br />SCALE. 3 = 1 0 <br />CORRUGATED METAL PANEL 51'5TEM <br />REMOVE (E) "SERIES II" FASCIA AND <br />ASSOCIATED FRAMIN6 (5HOAN DASHED) <br />FREFIN15HED ALUMINUM FLA5HIN6 W/ CONT. DRIP EDGE <br />TO MATCH METAL PANELS. EXTEND VERTICAL LEG 4" <br />PREFIN15HED ALUMINUM ACCENT BAND, BY 516N <br />SUPPLIER <br />SELF ADHERING ICE/ RATER 5HEILD <br />2X AOOD BLOGKIN6 <br />PREFINISHED ALUMINUM BREAK METAL TRIM, COLOR TO <br />MATCH METAL PANELS <br />SOFFIT PANELS TO REMAIN, PAINT PEX-a TO MATCH (N) <br />ACCENT BAND. <br />NOTE: <br />REF: 04/A4.1 FOR ROOF <br />MEMBRANE SPLICE DETAIL. <br />REFER TO SECTION I' <br />FOR 51M. MATERIALS <br />4 NOTES <br />net PARTIAL WALL SECTION <br />SCALE: 1-1/2" = 1'-0" <br />Ol <br />A4.1 <br />1/4" PER FT. <br />E T/ FRAMING <br />OL- <br />17'-6" A.F.F. MAX <br />) <br />REFER TO SECTION I FOR 51M <br />N�TES AND MATERIALS <br />IN�TALL SOLID BLOCKING TO <br />ATTACH WENDY'S 516NA6E <br />14'-JO"+/- A.F.F., V.I.F. `r <br />E�15TING FASCIA LIGHTING TO BE <br />MOVED. REMOVE ELECTRICAL <br />GI6UIT BACK TO PANEL <br />INITALL 50LID BLOCKING TO <br />A TAGH AENDY'S 516NA6E <br />L <br />DRAINABLE EIFS SYSTEM ON <br />RI61D INSULATION AND WEATHER <br />/ BARRIER PER MFR. <br />EliI \ _ \ <br />/ m TYPICAL EIF5 "V" REVEAL <br />I I <br />OIL 4IL <br />i <br />EXI5TIN6 CONSTRUCTION (SHOWN <br />SHADED) TO REMAIN, TYP. U.N.O. <br />EXISTING ROOD TRU55 TO <br />REMAIN; RETAIN EXIST. PLYWD <br />AND REPLACE ANY IN <br />D155REPAIR <br />1/2"APA RATED PLYWOOD <br />SHEATHING <br />WEATHER BARRIER <br />I <br />I ` <br />II <br />0 PARTIAL WALL SECTION <br />SCALE: 1-1/2" = 1'-0" <br />nA <br />Al <br />24 6A METAL COPIN6 WITH <br />G01dGEALED FASTENERS, <br />TYP. EACH 51DE 01 <br />A4.1 <br />1/4" -F - <br />E T/ FRAMING <br />- . MAX I <br />O O <br />DRAINABLE EIFS OVER WEATHER <br />BARRIER. <br />a�5 <br />If�ISTALL SOLID BLOGKIN6 TO ATT H <br />WENDY'S 516NA6E AT TOP 4 507 F <br />CHANNEL LETTERS <br />24 6A PREFIN. METAL FLASHING, 4 MIN BEHIND <br />EIF5 AND 4" MIN DOWN WITH SURFACE CLIP ON <br />ROOF SIDE. WRAP ROOF MEMBRANE UP UNDER <br />FLASHING AND OVER TOP OF EXIST. PARAPET. <br />EXIST. ROOF MEMBRANE OVER <br />EXIST. FRAMIN6 TO REMAIN <br />EIF5 OVER NAT ER RE515TIVE <br />MEMBRANE OVER 112" PLYWOOD <br />OVER 2X8 FURRING STRIPS OVER <br />VERT. 2X6 AT 16" Or, <br />HENDY 5 CHANNEL LETTER 516N YIHERE <br />SHOWN ON ELEVATIONS WITH REG <br />55ED <br />— — <br />_ <br />JBOX FOR DEDICATED GIRGUI7 <br />T/ E FRAMING <br />14' <br />0"+/- A.F.F., V.I.F. <br />E�ISTING <br />FA5GIA L16HTIN6 TO BE <br />MOVED. REMOVE ELECTRICAL <br />I <br />G12GUIT <br />BACK TO PANEL <br />i <br />I <br />DRAINABLE EIF5 SYSTEM ON <br />I / <br />RI61D INSULATION AND <br />WEATHER BARRIER PER MFR. <br />TYPIGAL EIFS "V" REVEAL <br />I <br />� <br />/ <br />\ <br />�4" / <br />I <br />EXISTING 6ON5TRUGTION (5HOAN <br />SHADED) TO REMAIN, 7YP. U.N.O. <br />GG SHALL VERIFY EX. GON57. <br />AND REPORT TO ARCHITECT IF <br />DIFFERENT. <br />EXIST. GANTIL. ROOD 7RJ55 TO <br />REMAIN A EX. 112" PLYAD TO REMAIN; <br />REPLACE IF IN P155REPAIR <br />i <br />1/2"APA RATED PLYWOOD <br />SHEATHING <br />WEATHER BARRIER <br />0 <br />° o <br />-- -- <br />DRAINABLE EIF5 OVER HEATHER <br />BARRIER <br />2x6 BLK'G AT 4' Or, MAX. <br />PROVIDE BLK'6 AT TOP AND 50T <br />OF EXIST. FA561A AND AS REG'O <br />FOR NAILER5 FOR METAL <br />51 D I N6/F L ASH I NG/TR I M <br />CONT. 2X8 LEDGER W/ (5) 51MP50N <br />5D525412 AT EA. (E) STUD. LOCATE <br />LEDGER AT TOP/BOT OF EX. <br />NEA 2X4 AT 40" <br />WITH MAX. <br />OVERHANG AT AT 48" Or, HORIZ. <br />OG <br />CANTILEVER <br />MAX. ABOVE 4 DELON. CONN. H3 <br />° <br />IS", SEE PLA <br />CLIP5 TO TOP/BOT OF LEDGER TO <br />0 0 <br />VERT. 2X6 STUD H/ A34 IN MIDDLE, <br />TYR <br />EDGE NAIL AT 6" OG; FIELD NAIL <br />AT 12' OG AT NEA PLYWOOD <br />APPLICATION <br />2X WOOD BLOCKIN6 A5 REOV TO <br />PROVIDE SOLID BLOCKING BEHIND <br />PLYWOOD SHEATHING/METAL <br />CONT FT 2X6 FL. ON FOAM SIDING CONNECTION POINTS <br />SEALER STRIP, 2X6 ROOD STUDS @ 16" O.G. MAX. <br />EIF5 STARTER TRACK A/ WEEP5 <br />COW. SEALANT JOINT, DO NOT <br />SEAL OVER AEEPS IN STARTER <br />TRACK <br />T/ CONC. CURB <br />REPAIR CONCRETE SIDEWALK <br />I TO NEAREA57 EXI5TIN6 JOINT. <br />a _ I <br />G a <br />Q <br />#5 AIRS 12" O.G. HORIZ AND <br />MAINTAIN 3" FROM SOT. 2" <br />Q FROM SIDE <br />a a <br />4 < (2) 5/8" J-50 T AITH " MIN. EMBEDMT, <br />a 4 WITH :2gX2"X 16" PLA BELOA BOLT <br />a HEAD. MAINT IN 3" FRO ED6E5 <br />• • • < • <br />Q <br />#4 DOWELS AT 18" 0 . <br />STOP TOP OF DOWEL T 2" <br />FROM T/ OF GONG. GU <br />CENTER IN GONG. CURB. <br />5-3" X 2'-0" X 10" <br />CONCRETE FT6. NV (4) #4 <br />EA. WAY <br />0 1 PARTIAL WALLSECTION <br />1 SCALE: 1-1/2" = 1'-0" <br />B (N) FOOTINr <br />V.I.F. <br />SITE NUMBER: <br />1535 <br />BASE MODEL: <br />SPEC <br />ASSET TYPE: COMPANY/FRANCHISE <br />CLASSIFICATION: <br />REFRESH <br />OWNER: <br />OWNER NAME <br />BASE VERSION: <br />2016 JUL. <br />UPGRADE CLASSIFICATION: <br />N/A <br />PROJECT YEAR: <br />2016 <br />FURNITURE PACKAGE: <br />2016 <br />DRAWING RELEASE: MARCH 2O17 <br />ci <br />Lc) c� <br />°p co <br />r N � <br />J <br />ti ti co <br />N N EE <br />Ln Ln o <br />v 04 <br />~ ca <br />.� <br />�L E <br />Y <br />J <br /><t <br />w <br />c <br />r/ <br />■ <br />f. <br />OD <br />> '.n <br />O <br />i <br />a <br />�0, <br />a� <br />c <br />m o <br />a) <br />c <br />a� <br />co <br />Jco <br />N O <br />a.d <br />r <br />Q <br />00 a) <br />r LL <br />PROJECT <br />PROJECT TYPE: <br />SPEC <br />REFRESH <br />r <br />C) <br />N <br />c <br />- Q <br />ku5 <br />0 <br />4-+ <br />r <br />Lo i <br />NW <br />REV. DATE DESCRIPTION <br />B M50/2011 MARCH 2O17 <br />QI 8-21-2016 SUBMIT FOR PERMIT <br />Aq-25-2018 REV. PER 5TRUCT. CALC5 <br />4 <br />ISSUE DATE: 03/29/2017 <br />PROJECT NUMBER: 17-4022 <br />DRAWN BY: XXX <br />CHECKED BY: )ME <br />SEAL <br />5103 <br />REGISTERED <br />ARCHITECT <br />-27-2018 <br />HOWARD G. KIMURA <br />_ <br />STATE OF VAWNGTQI <br />SHEET NAME <br />WALL SECTIONS <br />& DETAILS <br />SHEET NUMBER <br />EIFS <br />
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