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rn i 0 I u 0 w Q 0 O Lu Q z z O w A-9 Y O / \ w +21-0" A.F.F. _ _ o T.O. COPING I I 1 I � \ / Q METAL COPING - 2'-0" m w / REFERENCE B/A-6 MIN. / ( ) Q o +1�9'-0" A.F.F. _ _ \ NICHIHA PRODUCT TO BE o T.O. COPING I I APPLIED IN STRICT ACCORDANCE 0 1 I WATER RESISTIVE MOISTURE W/ MANUFACTURERS REQUIREMENTS NICHIHA PRODUCT TO BE z \ BARRIER ON 1/2" CDX PLYWOOD APPLIED IN STRICT ACCORDANCE \ / SHEATHING. W/ MANUFACTURERS REQUIREMENTS A 1/2" CDX PLYWOOD / 1/2" CDX PLYWOOD REF. ELEVATIONS _ _ - - SHEATHING i SHEATHING T.O. COPING A-6 \ NICHIHA PRODUCT TO BE ROOFING MATERIAL ON 1/2" APPLIED IN STRICT ACCORDANCE ROOFING SYSTEM WITH CDX PLYWOOD SHEATING W/ MANUFACTURERS CONTINUOUS CANT. \ REQUIREMENTS REFERENCE SHT A-5 4 I ROOFING SYSTEM (REFER 2x4 TOP PLATE I I TO SHEET A-5) PROVIDE WATER RESISTIVE BARRIER AS REQUIRED BY CODE AND +16-5" A.F.F. +16'-5" FINISH MANUFACTURER. PRE-FABRICATED WOOD - - - - — - - - - / WATER RESISTIVE MOISTURE T.O. COPING T.O. COPING -� PRE-FABRICATED WOOD TRUSSES BARRIER ON 1/2" CDX PLYWOOD TRUSS. SHEATHING. A34 CLIPS, STUD TO BLKG ® (REFERENCE SHT. S-2) A34 CLIPS, STUD TO BLKG © - z 1/2" CDX PLYWOOD 24" O.C. VERT. 24" O.C. VERT. N E.I.F.S. PRODUCT TO BE SHEATHING APPLIED IN STRICT ACCORDANCE Lo � � 2x4 BLKG W/ (3) 10d END NAILS STUD LLJ 2x4 BLKG W/ (3) 10d END 1/2" CDX PLYWOOD W/ MANUFACTURERS REQUIREMENTS U Q Ln 0) TO BLK EACH SIDE (6 NAILS TOTAL) NAILS STUD TO BLK EACH SIDE v 4 SHEATHING Ln LO (6 NAILS TOTAL) A-g BATT INSULATION AS REQUIRED ROOFING SYSTEM WITH PROVIDE BLOCKING AS REQUIRED LLJ I- BY LOCAL CODE R-11 MINIMUM CONTINUOUS CANT. FOR CANOPY ATTACHMENT. � ( ) PROVIDE WATER RESISTIVE BARRIE Q AS REQUIRED BY CODE AND ROOFING SYSTEM WITH REFERENCE SHT A-5 CONNECTORS PER MFR. O CONTINUOUS CANT. MIN. REQUIREMENT PER ENGINEERING: z 0- PROVIDE BLOCKING AS REQUIRED FINISH MANUFACTURER. EFERENCE SHT A-5 w O FOR CANOPY ATTACHMENT. PRE-FABRICATED WOOD (2) 1/4" LAG SCREWS, 2" MIN INTO BLKG. : O CONNECTORS PER MFR. TRUSSES BLKG W/ (4) 10d END NAILS STUD TO � Q L - MIN. REQUIREMENT PER ENGINEERING: PRE- BRICATED WOOD (REFERENCE SHT. S-2) BLK EACH SIDE (8 NAILS TOTAL) z ~ O (2) 1/4" LAG SCREWS, 2" MIN INTO BLKG. TRUSSE Q (n � � BLKG W/ (4) 10d END NAILS STUD TO (REFERENC SHT. S-2) Q BLK EACH SIDE (8 NAILS TOTAL) TRUSS TO TRUSS CONNECTIONS W Ld W O BATT INSULATION AS REQUIRED BY TRUSS ENGINEER (TYPICAL) = Ln BY LOCAL CODE (R-11 MINIMUM) E.I.F.S. PRODUCT TO BE N J APPLIED IN STRICT ACCORDANCE • W/ MANUFACTURERS REQUIREMENTS BLOCKING BETWEEN TRUSSES 1/4" LAG SCREWS, 1/4" LAG SCREWS, (VERTICAL LEG OF TRUSS TO 2" MIN INTO BLKG. 2" MIN INTO BLKG. ® 5/8" GYPSUM WALL BOARD STEEL BEAM) 8" O.C. STAGGERED 8" O.C. STAGGERED TO UNDERSIDE OF DECK BLOCKING BETW TRUSSES (BLOCK AS REQUIRED) PROVIDE BLOCKING AS REQUIRED (VERTICAL LEG OF USS TO rn BY BKC APPROVED CANOPY VEND)R STEEL BEAM) / \\ U(o r r REEF. STRUCT. TRUSS BRG. 5/8" GYPSUM WALL BOARD �'`, - S.'' L6 TO UNDERSIDE OF DECK 4L U TRUSS TO TOP PLATE CONN. / (BLOCK AS REQUIRED) o TO BE DESIGNED FOR - Q co LIGHTING - REFERENCE \\ / TRUSS TO BEAM \ LIGHTING - REFERENCE • rl �v UPLIFT & LATERAL FORCES TRUSS TO BEAM / SHEET E-1. G.C. TO i CONNECTION TO BE \ SHEET E-1. G.C. TO � � }X CONNECTION TO BE 2' / PROVIDE AND INSTALL DESIGNED FOR UPLIFT \ PROVIDE AND INSTALL C Q / \ JUNCTION BOX PER DESIGNED FOR UPLIFT B +9'-0' A.F.F. & LATERAL FORCES. _ I O q o LL SUSPENDED CEILING. (REFER & LATERAL FORCES. �9106T_ - - - - I JUNCTION BOX PER TO REFLECTED CEILING PLA MANUFACTURERS q_gI MANUFACTURERS r 4 _ \ REQUIREMENTS R.O. r \ REQUIREMENTS o J I 57 STEEL MOMENT FRAME - STEEL MOMENT FRAME / • (� 1 3'-10" REFER TO STRUCTURAL REFER TO STRUCTURAL \\ 3'-10" " �n + Cl Lo 48-0' A.F.F. _� / CONTINUOUS HORIZONTAL ' HEADER AT DRIVE-THRU \ / TYPICAL ALL SECTIONS: AESTHETIC E.I.F.S. REVEALS z o \ / 1. PROVIDE R-11 MINUMUM REFER TO EXTERIOR ELEVATIONS J co i INSULATION OR AS O - REQUIRED BY CODE FROM (REFERENCE EXTERIOR ELEVATIONS U J C FLOOR TO ROOF DECK IN A Z ALUMINUM AND GLASS STOREFRONT SALL EXTERIOR WALLS. q_g o ��lTOWER RETURN WALLA-9 2. PROVIDE GYPSUM WALLLi SPECIFIED ON EXTERIOR FINISH SCHE ULE. SIMILARBOARD SUBSTRATE FROM �SCAL0" FLOORTO ROOF DECK AT CANOPYS AND FRAMES PER ALL WALLS WITH EXPOSED CANOPYS AND FRAMES PER ROOF TRUSSES. APPROVED SUPPLIER. PROVIDE APPROVED SUPPLIER. PROVIDE 3. REFER TO INTERIOR DECOR BLOCKING AS REQUIRED PER LOCAL BLOCKING AS REQUIRED PER LOCAL CODES. COORDINATE LOCATION SCHEDULE FOR ALL INTERIOR CODES. COORDINATE LOCATION WITH MANUFACTURER. � FINISHES. WITH MANUFACTURER. 4. REFER TO EXTERIOR DECOR SCHEDULE FOR ALL of EXTERIOR FINISHES. of ��y TR SELF-CLOSING o 0 0 DRIVE-THROUGH WINDOW AS - SPECIFIED ON SHEET A-2 0 2x4 FRAMING ® 16" O.C. �ti rn �Y ALUMINUM & GLASS ALUMINUM & GLASS o N C STOREFRONT WITH STOREFRONT WITH � a DOUBLE GLAZING DOUBLE GLAZING C A-9 /// \\ WRNDOW SEFER OCHEDOUL ) WRNDOW SEFER CHEDULE) ) / 2x6 BETWEEN p. x a d BATT INSULATION TRUSSES WITH p °' 1 +3'-0" A.F.F. I \ LOCAL AS QCODE UIRED BY AT EACH END. 4' SILL AT DRIVE-THRU 1 I (R-11 MINIMUM) • \ / BRICK VENEER INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS ROOF TRUSSES RECOMMENDATIONS (REFERENCE NICHIHA PRODUCT TO BE (REF. FRAMING FLOOR AND WALL FINISHES EXTERIOR FINISH SCHEDULE) APPLIED IN STRICT ACCORDANCE PLA (REFER TO SHEET ID-1) BRICK VENEER OR TILE - REFERENCE EXTERIOR W/ MANUFACTURERS REQUIREMENTS w CONCRETE FLOOR SLAB i 2x4 FRAMING ® 24" O.C. CONCRETE FLOOR SLAB ELEVATIONS 2x4 WOOD STUD FRAMING Q Z (REF. FOUNDATION PLAN) BRICK VENEER ON 1/2" DUROCK Q (REFER TO FOUNDATION \ i (REF. FRAMING PLAN) BACKER BOARD INSTALLED PER Li PLAN, SHEET S-1) DRIVE-THROUGH LANE ELEVATION TO BE BETWEEN +0'-6" A_F.F. _ _ _� \ �+0'-6" A.F.F. _ _ _ _ MANUFACTURERS SPECIFICATIONS / \TOP OF SLAB ELEVATION TO 2' (MAXIMUM) BELOW T.O. SILL \ 4„ 4' T.O. SILL BRICK WAINSCOT (REFERENCE EXTERIOR / a TOP OF SLAB _ FINISH SCHEDULE) w Q 2' 0" - - - - - - I a- - - -- - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SCAB— APPLIED - - - - - - - - - - - - - - F.I.P EL EDP IN4STR CTC T 0 SLAB 1 e P D°o o °o \°° o D / MANUFACTURERS REQUIREMENTS o P ACCORDANCE ( } o O, W CORNER TRIM ATTACHED o. o o° o° ° N 1(1I�1 00 �O Oa OO 00 �O ° OO O\ ° P,> ° u o-M ° G .° a/ d .. X 00 °00 ° OO 00 °O°O ° OO O \ ° �D;° I 00 °00 ° OO 00 °OO ° OO O ° °P..n W g° 8° PER MFR. REQUIREMENTS 8° COMPACTED GRANULAR COMPACTED GRANULAR TREATED SILL PLATE ON 8" CMU Lu N Q / i 6 COMPACTED GRANULAR FOUNDATION WALL. m FILL AS REQUIRED BY \ BARRIER CURB - REFER TO FILL AS REQUIRED BY _ - ' A-8 FILL AS REQUIRED BY w SUBSOIL INVESTIGATION SUBSOIL INVESTIGATION A SUBSOIL INVESTIGATION r1 DETAIL 5/A-1.1 REPORT _ -_ REPORT A-9 SIMILAR REPORT L Z SECTION (PLAN) AT CONCRETE FLOOR SLAB 0 oN Z DRIVE-THROUG�HW INDOW WALL FRONT DINING ROOM WALL (qSCYALE- PICAL TOWER RETURN WALL DINING ROOM FRONT WALL (REF. FOUNDATION PLAN) 0 - o2 I o W � < v O SCALE3/4" = 1'-0" SCALE: 3/4" = 1'-O" 3/4" = 1'-O" SCALE. 3/4" = 1'-O" I o r1 = :i UO N w W ~ Y 0 W 0 O O O �Q O N c A - 8