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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 /> WOOD HEADER BEAM, <br /> Architecture / Development <br /> SEE STUCT. Quo <br /> FINISH AS SCHEDULED FINISH AS SCHEDULED FINISH AS SCHEDULED 5/8" GYP. BD. 5/8" GYP. BD. 14901 rum Drive <br /> EA. SIDE Suite 300 <br /> Quo <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 <br /> FRAME. SEE SPECS 7-7-2020 ISSUED FOR PERMIT <br /> EQ EQ <br /> (2) 2x WOOD FRAMING (2) 2x WOOD FRAMING SEALANT EA. <br /> SIDE ALUMINUM <br /> DOOR FRAME AS FINISH AS SCHEDULED FINISH AS SCHEDULED ENTRANCE FRAME <br /> SCHEDULED ALUMINUM ENTRANCE <br /> P.T. WD SHIM FRAME <br /> DOOR AS 3 ANCHORS PER JAMB 3 ANCHORS PER JAMB <br /> SCHEDULED DOOR AS DOOR AS SCHEDULED <br /> SCHEDULED <br /> HEAD JAMB HEAD JAMB IT <br /> JAMB HEAD <br /> REVISION RECORD <br /> INTERIOR DOOR DETAILS 3SCALo 16 CASED OPENING DETAILS 3" =SC <br /> 12 ENTRY VESTIBULE DOOR 3SCALo 8 NOT USED 112" 0 4 <br /> DOOR AS SCHEDULED 3'-4' REF. CIVIL <br /> FINISH AS SCHEDULED SIMPSON STRONG-WALL. <br /> H.M. FRAME SEE SPECS NOTE: G.C. TO REFERENCE CIVIL PLANS FOR LOCATION OF ol EQ. EQ. UMBRELLA SUPPORT SEE STRUCTURAL DRAWINGS <br /> 1/4" GAP WITH BACKER UMBRELLA PAD ON THE DRIVE o MOUNT (PROVIDED BY <br /> HDR BM, SEE STRUCT THRU AT THE SPEAKER BOX. I INOB VENDOR) <br /> ROD & SEALANT - USE <br /> IV <br /> TREMCO VULKEM 116 - 7/8" THICK CEMENT PLASTER <br /> 7/8" THK CEMENT PLASTER WHITE <br /> ON K-LATH ON 2 LAYERS 7/8" PLASTER STOP <br /> GRADE D BLDG PAPER ON NLZ z w <br /> PLYWD SHEATHING <br /> I 7/8" THK CEMENT <br /> U, SLOPE TOP OF BASE AND <br /> PLASTER ON K-LATH 0 �—_1 `D Lo `o `D PROVIDE 3/4" CHAMFER. <br /> UNDERCUT STUCCO W/ _ _ 2 LAYERS GRADED 1 I r, �, 5 CHAMFERED EDGES ARE TO BE <br /> EDGE OF TROWEL TO — — — f` <br /> BLDG PAPER ON PLYWD L_J A17.0 SMOOTH. <br /> PROVIDE MIN. 1/16" GAP 4 SHEATHING <br /> CURB STEP OUT `3 <br /> I DRIVE THRU CURB <br /> ISOMETRIC VIEW SPEAKER BOX - <br /> Q I IF APPLICABLE 4' CMU, SEE STRUCTURAL <br /> N <br /> I PLA V EW DRAWINGS FOR REINFORCING <br /> UMBRELLA SUPPORT MOUNT <br /> 2 2 - 2x'S CONCRETE TO BE (PROVIDED BY INOB VENDOR) <br /> A17.2 MEDIUM BROOM FINISH 4" MN.-1 PROFESSIONAL SEAL <br /> „ DRIVE THRU STEP OFF AND 6" 2'-0" CONCRETE BASE, SEE STRUCT <br /> BACKER ROD & CURB <br /> H.M. FRAME SEALANT - USE FINISH AS SCHEDULED <br /> SEE SPECS TREMCO VULKEM PENDING WIND (VERIFY REBAR DOWELED IN TO 3'-0" F � <br /> 116 - WHITE W/ LOCAL CODE) --I CURB STEPOUT G �'► <br /> DOOR AS3 ANCHORS PER JAMB to 7k <br /> SCHEDULED--::::XHEAD JAMB MIN. %"X6 J BOLT ZINC PLATED. 4 EA. AT <br /> 2500 PSI MIN. CONC. 4-3/" SPACING TO RECEIVE SUPPORT MOUNT. AA N 5E 30 T21 <br /> SCALE SCALE SCALE SCALE "fi OF <br /> EXTERIOR DOOR DETAILS 3" = 1'-0" 15 UMBRELLA PAD DETAIL 1/4" = 1'-0" 11 CMU COLUMN DETAILS 3/4" = 1'-0" 7 NOT USED 1 1/2" = 1'-0' 3 <br /> 101 <br /> EXTERIOR INTERIOR <br /> 7/8" THICK CEMENT PLASTER <br /> DOOR AS SCHEDULED OVER K-LATH OVER 2 LAYERS <br /> GRADE D BUILDING PAPER <br /> OVER PLYWOOD SHEATHING <br /> H.M. FRAME BEYOND ROOF MEMBRANE ON 1/2" DENSDECK <br /> LINE OF CURB SEE SPECS <br /> SEALANT ALL AROUND ROOFING BOARD ON PLYWOOD DECKING. 1 <br /> BEYOND REF STRUCTURAL A17.0 <br /> THRESHOLD AS SCHEDULED SET IN5-0" — — — — _ / — — — — — — PROTOTYPE VERSION <br /> DOOR SWEEP FULL BED OF MASTIC WOOD TRUSS, SEE STRUCT / I 7 6U.2.67 <br /> I I ----- - I I PROJECT NAME <br /> 7/8" THICK CEMENT PLASTER OVER;7 <br /> I N N O U T <br /> x I K–LATH OVER 2 LAYERS GRADE D <br /> BUILDING PAPER ON PLYWOOD <br /> SHEATHING BURGER <br /> SLOPE 1% MIN., I JOINT FILLER AND SEALANT ------- <br /> I <br /> 2% MAX. <br /> RECESSED MOUNTED FIRE DEPARTMENT <br /> KEY BOX (3200 SERIES) CONTRACTOR - <br /> a TO PROVIDE AND INSTALL KEY BOX J <br /> STO C UO N <br /> I I <br /> _ _ _ _ _ _ _ 1/4" SEALANT ALL AROUND <br /> C - - - - ter — - - - - - - � 4 I — / <br /> a CALIFORNIA <br /> a 7/8" THK CEMENT PLASTER <br /> a a WOOD BLOCKING ON CMU COLUMN i 5202 PACIFIC AVE <br /> 4 a STEEL DOWEL AT ALL EXTERIOR i ROOF DRAIN DOWN THRU STOCKTION CA 95207 <br /> DOOR OPENINGS. REFER TO FRAMING, PER STRUCT i COLUMN AND TERMINATE AT <br /> STRUCTURAL <br /> CURB FACE <br /> SIMPSON STRONG-WALL, SEE STRUCT <br /> EXTERIOR DOOR THRESHOLD SCALE 14 KNOX BOX DETAIL SCALE 10 NOT USED SCALE 2 <br /> 3 1 0 3 1 0 I 7 1" = 1'-0' <br /> 7/8" THICK CEMENT PLASTER ON WALL AND FINISH, 4" CMU, SEE STRUCT I A17.0 2'-0" <br /> CMU COLUMN. PAINT PER SEE A20.0 I ROOF DRAIN, SEE 10/A17.1 — 13'-7" <br /> 7/8 THICK CEMENT <br /> ELEVATIONS PLASTER OVER K-LATH I TOP OF CORNICE <br /> OVER 2 LAYERS GRADE D R-19 BATT INSUL 13 i 1 ALUMINUM U-CUT CHANNELINIIIIIINmOUT <br /> _ _ T-8 5/8" (T.O. SLABS , BUILDING PAPER OVER <br /> A17.0 I REVEAL. DO NOT PAINT <br /> B.O. FLANGE PLYWOOD SHEATHING 2x STUDS I I 3 \BURGER <br /> ROOFING MEMBRANE ON 1/2" A17.1 <br /> 2x P.T. SILL I I DENSDECK ON PLYWOOD DECKING. <br /> SLOPE TOP OF CONCRETE REF STRUCTURAL. I SIM GOD BLESS AMERICA <br /> EPDXY GROUT I i AWAY FROM COLUMN, REFER / ---- / <br /> RAISED CONCRETE I TO STRUCTURAL Mnrn�nwn / <br /> ii�nn V I I I I l n l nnn� <br /> QUARRY TILE FOUNDATION BASE, SEE I I <br /> FRY REGLET PCS-75-100, 1" ALUM CONCRETE NAIL SANITARY COVE STRUCT SLOPE TO DRAIN I >� <br /> REVEAL CHANNEL SCREED TYP . DO <br /> BASE i 3/4 SMOOTH CHAMFERED <br /> 00 CN ( ) N I EDGES. <T=== <br />