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• -T <br /> 9 O O O <br /> C F T <br /> __ -- ROOF TRUCE,SEE STRUCTURAL 26 GAGE GALVANIZED GAP <br /> / DRAWINGS. / FLASHINb AT CORNER WALL SHELL& RETAIL <br /> I <br /> // FEATURE.SLOPE TO EDGES. DEVELOPMENT <br /> \ i rI '1 <br /> WALL MOUNTED METAL CANOPY ' --- _ .. - ROOF ACCESS LADDER AND ROOF <br /> e�+•o _�,.......twua y HATCH BY GENERAL CONTRACTOR. <br /> AMINE,.COORDINATE MOUNTING ��'�•' ��i-e�� pr�w�llw�l�►���- COORDINATE OPENING WITH ROOF CFT DEVELOPMENTS,LLC. <br /> --�.IRE3�NT5 WITH MANUFAGT'11RER. ��I--p\i 'I0/�_ I��I��Ir. — 1 HATCH MANUFACTURER AND 1683 DEVELOPMENTS, <br /> GROVE AVE. <br /> _- - - _ STRUCTURA.DRAWINGS. ROSEMEAD,CALIFORNIA <br /> — smo <br /> 4°PLYWOOD FIRE ALARM Telephone:626-372-8122 <br /> — <br /> — <br /> BACKBOARD BY GENERAL Facsimile:626-403-8527 <br /> — CONTRACTOR. <br /> — <br /> All ideas,de,grrs,arai9mwnt end plans indicted a <br /> represented by this drawing ere the property A Panda <br /> — Express Inc.and w a aerated tor use on Ws spen&prop <br /> • None of these ideas.designs.arangemcnts a plans may b <br /> — used by a disclosed to any person,firm,a coryaedon <br /> i m o e mono w.N Nth nrARn permi fPaMa Erpressl <br /> L J :__ .. <br /> _- REVISIONS: DATE: BY: <br /> A-A BULDNG SECTION 0 owner 522-18 bml <br /> SCALE: 3/Ib" = I'-O" • IDE R-10 MINIMUM AT PERIMETER Lt. planning 6-28-18 bml <br /> FOUNDATION RIGID INSULATION PER IBC <br /> REDUIREMENTS• ® bldg.depL 8-1-18 bml <br /> 0 owner 9-17-18 WI <br /> 9 O O O <br /> ROOF TOP UNITS CONCFAI Fr)FROM <br /> ——— /—VIEW BEHIND PARAPET WALLS(TYP). <br /> CORNER HALL <br /> FEATURE BEYOND ISSUE DATE. <br /> l n <br /> - I _ 26 GAGE GALVANIZED SHEET METAL xw <br /> ®.........:....... PARAPET CAP FLASHING AND TRIM e n <br /> �D • AT LOWERPARAPETS.BY GENERAL <br /> I I CONTRACTOR.FINISH PER SCHEDULE. <br /> eon <br /> WALL MOUNTED METAL CANOPY LJ _.... ..- .T9,., ,._ ,... <br /> AWNING.COORDINATE MOUNTING s.. .— _-_ .,a,.__. • __u °1X <br /> REGIJI- WITH MANUFACTURER. ��I`�I`��.—I II` Ir�l%I_ 1 <br /> I DRAWN BY:BML <br /> h <br /> PALS FEATURE BEYOND WITH \ <br /> PLASTER FINISH.SEE ELEVATIONS. <br /> CFT PROJECT# CT1165 <br /> CRMPROJECT# CRM1756 <br /> DATE: 4-18-18 <br /> Ail 'bait <br /> J f c m _ F <br /> dillini <br /> - _ <br /> IDE R-10 MINIMUM RIGID PERIMETER <br /> ATELATION PER IBC /RV <br /> Il :',r,r.i- '!nu.':i <br /> BBULDNC SECTION REQUIREMENTS. <br /> SCALE: 3/16" = I'-0" <br /> AI O O `12kU' G <br /> AI <br /> — — STAMP: ,,,'^I \ I <br /> _ 1�'\'/" REGISTERED <br /> ARCHITECT <br /> FIBERON COMPOSITE DECKING BY <br /> GENERAL COATIONS.NTRACTOR SEE I \ I Er.+n Eamaaa+mmm�ae <br /> O 1 -� <br /> I, <br /> r vs' STATE OF WASHI�T'fi ON <br /> TIE-BACK SUPPORT. in <br /> I = <br /> �I.--------- __ _. _.. e _ CFT DEVELOPMENT <br /> EYEBROW OVERHANG WITH PLASTER I SHELL BUILDING <br /> FINISH.SEE ELEVATIONS. <br /> 8417 EVERGREEN <br /> - r t 1 EVERETT,WASHINGTONAY 9821 <br /> I I I I g <br /> I I HOLLOW METAL IN WELDED PROPOSED USES:RESTAURANT AND REMLEI <br /> C:GrLD METAL FRAME <br /> ME BY <br /> GENERAL CONTRACTOR. <br /> I fR� OPENINGS WITH <br /> • <br /> A6 . 2 <br /> ® )�Jrly i .=. i„ , .4 a414„,,.- _c/„,,, <br /> BUILDING <br /> ®--• IDE R-IO MINIMUM AT PERIMttcK G-GBUILDING R FOUNDATION RIGID INSULATION PER IBC SC /1 = I'SECTIONn SECTIONS <br /> REGUIRENENTS. <br /> CONSTRUCTION DOCUMENTS <br />