Laserfiche WebLink
Q <br />Cl) <br />�Y <br />1p <br />00 <br />O <br />N <br />O <br />N <br />N <br />L: <br />FIBER CEMENT <br />PANEL SIDING <br />WRB PER BUIL <br />SHEATHING PE <br />STRUCTURAL <br />2X4 FRAMING <br />X <br />a� <br />co <br />I <br />Z <br />I <br />O <br />U <br />I <br />L <br />O <br />L <br />O <br />U <br />O <br />LL <br />ti <br />N <br />00 <br />O <br />U <br />O <br />0 <br />x <br />g <br />L <br />U) <br />A <br />uj <br />Q <br />z <br />w <br />J <br />LL <br />1 <br />7° <br />ES <br />ED ` <br />c <br />c <br />C <br />C <br />E <br />L <br />DECK POST PER L <br />STRUCTURAL <br />FIBER CEMEl' <br />PANEL SIDIN( <br />WRB PER BUI <br />SHEATHING F <br />STRUCTURAL <br />EDGE OF DECK 2X4 FRAMING <br />BEAM PER <br />STRUCTURAL <br />12 DECK COLUMN DETAIL <br />1 1/2" = 1'-0" <br />< 4" <br />DECK POST PER <br />STRUCTURAL <br />EDGE OF DECK <br />BEAM PER <br />STRUCTURAL <br />IBC SECTION 1015.3 HEIGHT <br />REQURIED GUARDS SHALL NOT BE LESS THAN 42 INCHES <br />(1067MM) HIGH AS MEASURE VERTICALLY AS FOLLOWS: #2 <br />ON STAIRWAYS AND STEPPED AISLES, FROM THE LINE <br />CONNECTING THE LEADING EDGES OF THE TREAD <br />NOSINGS. <br />IBC SECTION 1015.4 OPENING LIMITATIONS <br />REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH <br />ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) IN <br />DIAMETER FROM THE WALKING SURFACE TO THE <br />REQUIRED GUARD HEIGHT. <br />FASTEN TO FACE OF BALCONY FRAMING <br />PER MANUF. & IBC SECTION 1015 <br />11 TYP. RAILING b BALCONY <br />1/2" = 1'-01, <br />1 <br />SILL PAN <br />PEMKO 158 OFFSET SADDLE <br />THRESHOLD FULLY EMBEDED <br />IN MASTIC OVER ELASTOMERIC <br />DECKING <br />ELASTOMERIC DECKING <br />TO RUN OVER SILL PAN <br />SHIM FOR THRESHOLD <br />2x8 PT DECK FRAMING <br />PER STRUCTURAL <br />2x8 PT LEDGER PER <br />STRUCTURAL <br />CEMENT FIBER SOFFIT <br />SPRAY FOAM <br />INSULATION AT RIM, TYP. <br />DRY SPRINKLER HEAD <br />1 <br />AILING PER <br />ANUFACTURER <br />RACKET PER <br />ANUFACTURER <br />ELD FIT BRACKET AND <br />_OT HOLES WHERE <br />'PLIES - SHORT SIDE ONLY; <br />:RIFY W/ MANUFACTURER <br />\ILING AND INTEGRATED <br />)UNTING ASSEMBLY <br />:R MANUFACTURER <br />)GE OF COLUMN <br />%7� BALCONY DETAIL - BASE ATTACHMENT <br />3" = 1'-01, <br />LOPE DECK <br />-Cad 2% MAX. <br />2x8 JOISTS PER <br />STRUCTURAL <br />CEMENT FIBER SOFFIT <br />SCREENED VENT <br />OPENING <br />WRAP BEAM WITH <br />CEMENT FIBER PANELS <br />1/2 <br />I ; <br />1'-2"CO <br />FURRI <br />1 ••�11, 1 <br />1 <br />ELASTOMERIC FINISH <br />1/2" SUB DECKING <br />DECK GUARDRAIL <br />C-D EXPOSURE 1 RATED <br />SHEATHING PER <br />STRUCTURAL <br />ELASTOMERIC DECKING <br />TO RUN OVER TOP OF <br />ALUMINUM DRIP FLASHING <br />PREFINISHED ALUMINUM <br />DRIP FLASHING <br />LAG SCREWS PER RAIL <br />DESIGNER <br />5/4x10 FASCIA <br />\_1 1/4" <br />6" <br />N 6x8 BEAM PER <br />STRUTURAL <br />1'- 2" COLUMN <br />PEMKO 158 OFFSET ,I FURRING <br />SADDLE THRESHOLD <br />FULLY EMBEDED IN <br />MASTIC <br />ELASTOMERIC DECKING <br />TO RUN BELOW <br />THRESHOLD y d <br />SLOPE DECK <br />BUILD UP ELASTOMERIC @ 2% MAX <br />DECKING TO ENSURE <br />1/2" MAX AT THRESHOLD<� 1 <br />„d . <br />LO <br />1/2" STEP IN SLAB PER da ad_' <br />d n a <br />STRUCTURAL�'`�= <� " ��. <br />ae G. e <br />°CANTILEVERED PT 8 P <br />POST TENSIONED SLAB PER " a e e a' " <br />CONCRETE SLAB PER STRUCTURAL' , ; a ° <br />STRUCTURAL d ' - <br />d <br />TENDON PER <br />STRUCTURAL 1 <br />CONCRETE WALL PER <br />STRUCTURAL <br />%9 PT SLAB DECK THRESHOLD DETAIL %� PT SLAB DECK EDGE DETAIL <br />1 1/2" = 1'-0" <br />1 1/2" = 1'-0" <br />ELASTOMERIC FINISH <br />DECK GUARDRAIL <br />ELASTOMERIC DECKING <br />TO RUN OVER TOP OF <br />ALUMINUM DRIP FLASHING <br />PREFINISHED ALUMINUM <br />DRIP FLASHING <br />EPDXY ANCHORS PER <br />Z RAIL DESIGNER <br />FACE OF COLUMN WRAP <br />BEYOND <br />DECK TENDON PER <br />STRUCTURAL <br />c <br />1 <br />COLUMN <br />FINISH PER <br />ELEVATIONS <br />EVEL 2-6 <br />FLOOR ASSEMBLY <br />WHERE OCCURS <br />PER STRUCTURAL <br />DETACHED <br />RAILING CAP PER <br />MANUFACTURER <br />FIELD FIT RAILING <br />MOUNTING <br />BRACKET; VERIFY <br />W/MANUFACTURER <br />LEVEL 2-66 <br />FLOOR ASSEMBLY <br />WHERE OCCURS <br />PER STRUCTURAL <br />�3� BALCONY DETAIL - SHORT SIDE ELEVATION <br />3/4" = 1'-01, <br />1 <br />GL <br />5' - 1 1/2" TO FACE OF GUARD <br />I I I <br />I I <br />I I I <br />I I � <br />w <br />0 <br />> > LL <br />mmmw <br />a JQ o <br />ti �C w <br />- - - 7 co M Lu <br />I I o <br />4. <br />LO <br />I I I I I <br />=—=--�"tea—•� , <br />_.TENDON PER a�. _ a a <br />ILu e -'-,STRUCTURAL a< <br />% <br />I .� <br />5'- 5 1/2" ' <br />- - - - - - <br />g 5 <br />A501 A501 <br />DECK OVERALL SECTION (d) P.T. SLAB <br />3/4" = 1'-01, <br />OHNSON BRAUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, <br />Jeffrey A. Williams, <br />8556 <br />REGISTERED <br />ARCHITECT <br />J FFREY ARTHUR WILLIAM <br />STATE OE WA_S NGTON <br />STAMP <br />Q <br />0 <br />m <br />F <br />C0 <br />C0[1� <br />ww <br />o <br />a <br />jj <br />0 <br />0 <br />N <br />wQo <br />Io <br />co <br />c <br />0 <br />a <br />�L <br />N <br />d <br />0 <br />d <br />ca <br />0 <br />Ji <br />w <br />0 <br />a <br />Ji <br />w <br />0 <br />z <br />Q <br />z <br />O <br />w <br />U) <br />O <br />1 <br />LU <br />w <br />0 <br />z <br />w <br />z <br />O <br />z <br />�w <br />Q <br />t <br />w <br />Q= <br />D_ <br />Eo <br />Ez <br />C� <br />z <br />M <br />o <br />0 < <br />m <br />N <br />a)F <br />a)Q <br />o <br />L <br />= o <br />�O <br />A+ <br />W <br />> <br />�j � <br />a� <br />o <br />N <br />�� <br />L <br />> <br />F A.!0 <br />a <br />°° w <br />z <br />QVOo <br />as <br />�� <br />UCO <br />_ o <br />J J co a) 00 <br />wF <br />U) w <br />Lu <br />a n:5Q <br />z> <br />L <br />0 <br />Q =w� <br />az <br />Q <br />Lu <br />o� <br />Lu <br />z L O N <br />7 <br />U� <br />11 <br />cn <br />O Upp <br />a_ <br />PROJECT #: 1827 <br />DRAWN BY: ST <br />CHECKED BY: Checker <br />BUILDING DETAILS <br />A501 <br />PERMIT SET 10/09/2020 <br />