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DOOR AS SCHEDULED <br /> WOOD HEADER BEAM, <br /> FINISH AS SCHEDULED DOOR FRAME AS SCHEDULED H.M. (RABBET-LESS) FRAME SEE STRUCT <br /> SEE SPECS <br /> Architecture / Development <br /> V <br /> WOOD HEADER BEAM, <br /> FINISH AS SCHEDULED FINISH AS SCHEDULED FINISH AS SCHEDULED 5/8" GYP. BD. 5/8" GYP. BD. 14901 Quorum Drive SEE STUCT. EA. SIDE Suite 300 <br /> DOUBLE STUDS ® SEALANT EA. SIDE Dallas Texas 75254 <br /> JAMB, TYP. Ph: (972)239-8884 <br /> WOOD HEADER BEAM, P.T. WD SHIM Fax: (972)239-5054 <br /> SEE STUCT. <br /> 3 ANCHORS / ALUMINUM TRANSOM ISSUE RECORD <br /> JAMB DATE DESCRIPTION <br /> H.M. (RABBET—LESS) URBAN PROTOTYPE DESIGN <br /> FRAME. SEE SPECS EQ 10-22-2018 ISSUED FOR PERMIT <br /> X X <br /> EQ <br /> (2) 2x WOOD FRAMING 4FINISH <br /> 2x WOOD FRAMING SEALANT EA. <br /> ALUMINUM <br /> DOOR FRAME ASSIDE ENTRANCE FRAME <br /> SCHEDULED FINISH AS SCHEDULED AS SCHEDULED ALUMINUM ENTRANCE <br /> DOOR AS <br /> 3 ANCHORS PER JAMB NCHORS PER JAMB P.T. WD SHIM --/ FRAME <br /> SCHEDULED DOOR AS DOOR AS SCHEDULED <br /> SCHEDULED <br /> HEAD JAMB HEAD JAMB <br /> JAMB HEAD <br /> REVISION RECORD <br /> E [ [ RiRi1 ❑ R ❑ ❑ ❑❑ ❑❑ TIM, 1E1111111E 1SCALE FEEE [ R 1 E 111111 d1IT11 ❑ R ®Lm' ❑ 11111111 ❑ ❑ ❑ ❑® CTLTIM ❑ <br /> DOOR AS <br /> FINISH AS SCHEDULED SCHEDULED <br /> H.M. FRAME SEE <br /> SPECS 5 <br /> HDR BM, SEE STRUCT I A17.0 SIMPSON STRONG WALL, <br /> 1/4" GAP W/ BACKER SEE STRUCT. <br /> ROD & SEALANT <br /> 7/8" THK CEMENT PLASTER <br /> ON K-LATH ON 2 LAYERS I 7/8" PLASTER STOP <br /> GRADE D BLDG PAPER ON II 7/8" THICK CEMENT PLASTER <br /> PLYWD SHEATHING 7/8" THK CEMENT <br /> II PLASTER ON K-LATH O <br /> UNDERCUT STUCCO W/ ON 2 LAYERS GRADE _ _ SLOPE TOP OF BASE AND <br /> EDGE OF TROWEL TO PROVIDE 3/4" CHAMFER. <br /> D BLDG PAPER ON O CHAMFERED EDGES ARE TO BE <br /> PROVIDE MIN. 1/16" GAP I PLYWD SHEATHING _x -x SMOOTH. <br /> V-) N <br /> CZ7 <br /> Q <br /> CMU, SEE STRUCT <br /> 2 2 - 2x'S <br /> A17.2 <br /> PROFESSIONAL SEAL <br /> CONCRETE BASE, SEE STRUCT A <br /> H.M. FRAME BACKER ROD FINISH AS SCHEDULED ��F~ Y.//! ` <br /> SEE SPECS & SEALANT MANUFACTURED STONE VENEER c, <br /> 3 ANCHORS PER AND CAP BELOW, ON METAL <br /> DOOR AS HEAD JAMB JAMB <br /> LATH. <br /> SCHEDULED <br /> SCALE SCALE SCALE SCALE Il _ 1 0 <br /> 1111 ❑❑ R ❑ R H El El R ❑ El ❑❑ 11❑ El'�®m' 111EIEl E 111111 E ❑ 11 ®1r' EIEI E M El 111111 ❑ M E 11 El ❑ ❑ ❑❑ 11 El 11 11 1111 ❑ ❑®�'TITIM ❑ Y o�g <br /> EXTERIOR INTERIOR CLAY TILE <br /> l01 <br /> 7/8" THICK CEMENT PLASTER UNDERLAYMENT <br /> DOOR AS SCHEDULED OVER K-LATH OVER 2 LAYERS � <br /> GRADE D BUILDING PAPER PLYWOOD SHEATHING, <br /> OVER PLYWOOD SHEATHING SEE STRUCT <br /> H.M. FRAME BEYOND ROOF MEMBRANE ON 1/2" DENSDECK <br /> LINE OF CURB SEE SPECS ROOFING BOARD ON PLYWOOD DECKING. 1 SHAPED PLYWOOD CORNICE <br /> BEYOND SEALANT ALL AROUND REF STRUCTURAL A17.0 <br /> - - - - - - BIRD STOP, PAINT TO MATCH TILE <br /> PROTOTYPE VERSION <br /> THRESHOLD AS SCHEDULED SET IN ❑1' <br /> 7/8" MILCOR PLASTER STOP (TYP.) URBAN DESIGN <br /> DOOR SWEEP FULL BED OF MASTIC WOOD TRUSS, SEE STRUCT <br /> =:10 I GALV. METAL FLASHING (FRAME PER STRUCT PROJECT NAME <br /> - <br /> ----- I _ <br /> DWGS.) <br /> x - — — - 7/8" THICK CEMENT PLASTER OVER E157❑®❑❑❑o z OVER 2 YERS GRADE D I 0 UT <br /> BUILDING PAPER ON PLYWOOD ,O <br /> II <br /> SHEATHING L <br /> BURGER <br /> SLOPE 1% MIN., I JOINT FILLER AND SEALANT ------- I _ <br /> 2% MAX. <br /> RECESSED MOUNTED FIRE DEPARTMENT <br /> i 2x FRAMING, SEE STRUCT <br /> )KEY BOX (3200 SERIES CONTRACTOR <br /> Q \ I N <br /> 2" TO PROVIDE AND INSTALL KEY BOX I LATH RO P <br /> Q 1/4" SEALANT ALL AROUND - - - - �`' NOTES: <br /> a <br /> C - - - - - - - - - - - a SEE EXTERIOR ELEVATIONS FOR PITCH OF CALIFORNIA <br /> 7/8" THICK CEMENT PLASTER OVER ROOF. <br /> a a 7/8" THK CEMENT PLASTER - _ K-LATH OVER 2 LAYERS GRADED 7 1/2 HURRICANE CLIPS TO BE INSTALLED ON <br /> a WOOD BLOCKING ON CMU COLUMN =r BUILDING PAPER ON PLYWOOD SHEATHING 1 1/2LY' 1/2' BOTTOM TILES. 16514 GOLDEN VALLEY PKWY <br /> a 4 a STEEL DOWEL AT ALL EXTERIOR _ INSTALL GUTTER PER 8/17.2 AT ENTRY LATHROP CA 95330 <br /> DOOR OPENINGS. REFER TO FRAMING, PER STRUCT - -� L.E.D. STRIP LIGHTING (TYP) TOWER ONLY. <br /> STRUCTURAL <br /> SIMPSON STRONG WALL, SEE STRUCT ' <br /> 1FEER1 R ❑ 1111 RE1R111E ❑ 111 ®LM' EEE1 11 ❑ 11 ❑ ❑ ❑ 1111 ❑ ❑ A ❑' E E E ❑ E R EE E 1111 E 11111 ❑ <br /> 7 <br /> 7/8" THICK CEMENT PLASTER ON FRP FINISH OVER 8" CMU, SEE STRUCT = A17.0 2'-0" — - - - - - <br /> CMU COLUMN. PAINT PER MANUFACTURED STONE 4 GREENBOARD WHERE -- -1 ROOF DRAIN, SEE 10/A17.1 70, <br /> a j ELEVATIONS Ilan" <br /> VENEER (REFER SPEC ON OCCURS <br />