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REF. ELEVATIONS14P T.O. COPING o I 0 w Q 0 0 w Q z z 0 —IN ~ cf) W I m LED PARAPET LIGHT o BAND BY APPROVED Y ADJUSTMENT BRACKET SUPPLIER b' (16 GA. STEEL) 0 0 w 4 1/2" Q 0 m w Z F- SIN �i Q Q � O z in I ((:xi PARAPET LIGHT BAND DETAIL ZA � SCALE: 3" = 1'-0" A A A / U rA A-9 Q 2x4 TOP PLATE I I 2x4 TOP PLATE I 2x4 TOP PLATE // \ 2x4 TOP PLATE I > L� Lo +1�6'-5"_ _ _ _ _ _ _ \\ // +1�6'-5"_ _ _ _ _ _ _ \\ // \\_ _ _ _ _ _ +16'-5" � 16' 5"_ _ _ _ _ _ _\\ // � r- T.O. COPING \ / �' T.O. COPING \ I T.O. COPING 4 �' T.O. COPING \ / O Q L0 \ / WATER RESISTIVE MOISTURE \ / I WATER RESISTIVE MOISTURE WATER RESISTIVE MOISTURE w U 1/2" CDX PLYWOOD - 1/2" CDX PLYWOOD - WATER RESISTIVE MOISTURE 1/2" CDX PLYWOOD 1/2" CDX PLYWOOD - BARRIER ON SHEATHING AS �_ p SHEATHING BARRIER ON SHEATHING AS SHEATHING BARRIER ON 1/2" CDX PLYWOOD SHEATHING BARRIER ON 1/2" CDX PLYWOOD SHEATHING SCHEDULED ON SHEET S-2. w Q L SCHEDULED ON SHEET S-2. \ / SHEATHING. CD Lo SHEATHING. \ / z ~ O ROOFING SYSTEM WITH ROOFING SYSTEM WITH \ - / ROOFING SYSTEM WITH <c Q 12 W CONTINUOUS CANT. CONTINUOUS CANT. CONTINUOUS CANT. W D ZO REFERENCE SHT A-5 REFERENCE SHT A-5 REFERENCE SHT A-5 Q E.I.F.S. PRODUCT TO BE E.I.F.S. PRODUCT TO BE = Ln _ E.I.F.S. PRODUCT TO BE APPLIED IN STRICT ACCORDANCE APPLIED IN STRICT ACCORDANCE E.I.F.S. PRODUCT TO BE CD N J � APPLIED IN STRICT ACCORDANCE APPLIED IN STRICT ACCORDANCE PRE-FABRICATED WOOD W/ MANUFACTURERS REQUIREMENTS PRE-FABRICATED WOOD WITH MANUFACTURERS PRE-FABRICATED WOOD • TRUSSES TRUSSES W/ MANUFACTURERS REQUIREMENTS REQUIREMENTS TRUSSES W/ MANUFACTURERS REQUIREMENTS (REFERENCE SHT. S-2) (REFERENCE SHT. S-2) ROOFING SYSTEM WITH CONTINUOUS CANT. (REFERENCE SHT. S-2) CONTINUOUS HORIZONTAL REFERENCE SHT A-5 AESTHETIC E.I.F.S. REVEALS 1/2" CDX PLYWOOD ON 2x4 REFER TO EXTERIOR ELEVATIONS FRAMING AT 16" O.C. CONTINUOUS HORIZONTAL CONTINUOUS HORIZONTAL FOR SPACING AND DETAIL "A" PRE-FABRICATED WOOD AESTHETIC E.I.F.S. REVEALSZ AESTHETIC E.I.F.S. REVEALS SHEET A-2 FOR REVEAL SIZE. TRUSSES REFER TO EXTERIOR ELEVATIONS REFER TO EXTERIOR ELEVATIONS (REFERENCE SHT. S-2) FOR SPACING AND DETAIL "A" FOR SPACING AND DETAIL "A" rn rn SHEET A-2 FOR REVEAL SIZE. SHEET A-2 FOR REVEAL SIZE. � rn TRUSS TO TRUSS CONNECTIONS BY TRUSS ENGINEER (TYPICAL) ..r V (� '� Q o Z O co U X o< REFSTRUCT �L/ p N TRUSS BRG. 5/8" GYPSUM WALL BOARD �" . H o TO UNDERSIDE OF DECi// (BLOCK AS REQUIRED) TRUSS TO TOP PLATE WT CONNECTION TO BE Cl Lo TRUSS TO TOP PLATE DESIGNED FOR UPLIFT ti REEF. _ST_RUCT. & LATERAL FORCES. �REF S_TRUCT. �' TRUSS BRG. CONNECTION TO BE / \ l TRUSS ER-G.- Z! TRUSS TO TOP PLATE DESIGNED FOR UPLIFT / _ _ _ _ _ CONNECTION TO BE & LATERAL FORCES. I \ TRUSS BRG.4' O w DESIGNED FOR UPLIFT I\ CEILING AS SCHEDULED 3 5/8", 18 CONTINUOUS TOP ON SHEET A-4 AND BOTTOM TRACKS - TOP o & LATERAL FORCES. / o +�8'-6' A.F.F. TRACK CONNECTIONS TO BE o �' B.O. CEILING HEADER (REFERENCE \ / DESIGNED FOR UPLIFT AND KEYED NOTES, SHT S-2)\\ BATT INSULATION CEILING AS SCHEDULED 5/8" GYPSUM WALL BOARD LATERAL FORCES. ON SHEET A-4 B TO 6" ABOVE CEILING AS REQUIRED BY LOCAL CODE 5/8" GYPSUM WALL BOARD TO 6" A-g (R-11 MINIMUM) ABOVE CEILING FIRESTOPPING (TYP.) FURR-OUT PILASTER (BEYOND) FIRESTOPPING (TYP.) ER * d f� 3 5/8", 18 GA. CEE STUD o a 16" O.C. AT HOODS. w STAINLESS STEEL ENCLOSURE REFERENCE SHEET A-1 w c° PANEL BY HOOD MANUF. �a a dWATE ES) AT ALUMINUM & GLASS BARRIER ONSSHEATHING VE UAS HOODS UR REFEROCK BEONCE STH IDHEET A-1 STOREFRONT WITH SCHEDULED ON SHEET S-2. BATT INSULATION DOUBLE GLAZING o MID-HEIGHT LATERAL BRIDGING AS REQUIRED BY (REFER TO DOOR & - D 18 GA. TYPE 304 STAINLESS • LOCAL CODE WINDOW SCHEDULE) q_g STEEL WALL FLASHING AT D (R-11 MINIMUM) D BATT INSULATION q HOODS - REF. SHEET A-1 q-g AS REQUIRED BY FLASHING WITH DRIP EDGE / \ A-g LOCAL CODE / A-g / WATER RESISTIVE MOISTURE R-11 MINIMUM) BATT INSULATION BARRIER ON SHEATHING AS / ( I AS REQUIRED BY I \ SCHEDULED ON SHEET S-2. 4' T.O. BRICK WAINSCOT �- \ �' T.O. SILL A.F.F. WATER - BARRIER ER ONSSIVE HEAMHOINGURE AS LOCAL CODE I +3'_b" A.F.F. _ _ I I wQ I �I \ / SCHEDULED ON SHEET S-2. (R-11 MINIMUM) \\ T.O./BRICK WAINSCOT \ /I Z / w Q WATER RESISTIVE MOISTURE \ w I\ BARRIER ON SHEATHING AS \ / / SCHEDULED ON SHEET S-2. � / \ // BRICK VENEER ON 1/2" DUROCK � i i BACKER BOARD INSTALLED PER z \ / MANUFACTURERS SPECIFICATIONS SUBSTRATE PANEL \ / SUBSTRATE PANEL SUBSTRATE PANEL SUBSTRATE PANEL (REFERENCE EXTERIOR w Q � (REF. SHEET A-1) / BRICK VENEER ON 1/2" DUROCK (REF. SHEET A-1) BRICK VENEER ON 1/2" DUROCK (REF. SHEET A-1) BRICK VENEER ON 1/2" DUROCK (REF. SHEET A-1) FINISH SCHEDULE) J BACKER BOARD INSTALLED PER o U) Q BACKER BOARD INSTALLED PER BACKER BOARD INSTALLED PER 04 2x4 WOOD STUD FRAMING MANUFACTURERS SPECIFICATIONS 2x4 WOOD STUD FRAMING MANUFA TURERS SPECIFICATIONS 2x4 WOOD STUD FRAMING MANUFACTURERS SPECIFICATIONS VERTICAL STUDS TO TRACK W W (REF. FRAMING PLAN) (REFERENCE EXTERIOR (REF. FRAMING PLAN) (REFERE CE EXTERIOR (REF. FRAMING PLAN) (REFERENCE EXTERIOR CONNECTION AND TRACK w 0 FINISH SCHEDULE) CONNECTION TO FOUNDATION °� i FINISH SCHEDULE) i i FINISH SCHEDULE) i CONCRETE FLOOR SLAB / \ CONCRETE FLOOR SLAB / \ CONCRETE FLOOR SLAB / \ CONCRETE FLOOR SLAB \ WALL TO BE DESIGNED FOR TREATED SILL PLATE ON 8" CMU / TREATED SILL PLATE TREATED SILL PLATE ON 8" CMU GRAVITY, UPLIFT AND w Z Z L'14 (REF. FOUNDATION PLAT \ FOUNDATION WALL. (REF. FOUNDATION PLAN \ ON 8" C U (REF. FOUNDATION PLAT \ FOUNDATION WALL. REF. FOUNDATION P \\ LATERAL FORCES cwn _ Q 0'-0" I �+0'-0" I - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - FOU ION WALL I T.O. SLAB / _04T.6. SLAB / / Z SIDEWALK LINE SHOWN DASHED. SIDEWALK LINE SHOWN DASHED. SIDEWALK LINE SHOWN DASHED. SIDEWALK LINE SHOWN DASHED. cy) n O o \/ WHEN SIDEWALK IS ABUTTING o WHEN SIDEWALK IS ABUTTING w H /�/ WHEN SIDEWALK IS ABUTTING o �° b° o �, b° °g o �, \\7/7\7, WHEN SIDEWALK IS ABUTTING o �° b° °g o �, �` °g �` °g �` ob / Q Oo �O Oo oO Oo �O Oo OO Oo 00 / / O O Oo O O Oo O > .p / �/ O O Oo O O Oo O > 'P / / O O Oo O Oo O > 'P / /� THE WALL, LEVEL CONCRETE TO �� THE WALL, LEVEL CONCRETE TO �� THE WALL, LEVEL CONCRETE TO \�� THE WALL, LEVEL CONCRETE TO 0 W 0 U COMPACTED GRANULAR /i COMPLY WITH ADA REGULATIONS. COMPACTED GRANULAR /i OMPLY WITH ADA REGULATIONS. COMPACTED GRANULAR /i COMPLY WITH ADA REGULATIONS. COMPACTED GRANULAR /� COMPLY WITH ADA REGULATIONS. \ = z W FILL AS REQUIRED BY - - FILL AS REQUIRED BY - FILL AS REQUIRED BY - - FILL AS REQUIRED BY - - 0 0 0 07 SUBSOIL INVESTIGATION A SUBSOIL INVESTIGATION A SUBSOIL INVESTIGATION A SUBSOIL INVESTIGATION q v N IZ w REPORT REPORT REPORT REPORT w (o 0 0 J A-9 A-9 A-9 A-9 0� 0 = 0 FOUNDATION INSULATION FOUNDATION INSULATION FOUNDATION INSULATION FOUNDATION INSULATION of Q 0Q AS REQUIRED BY AS REQUIRED BY AS REQUIRED BY AS REQUIRED BY 0-0 o m N cn LOCAL CODE LOCAL CODE LOCAL CODE LOCAL CODE KITCHEN SIDE WALL 2 STOREFRONT SURROUND 3 REAR KITCHEN WALL 4 KITCHEN HOOD WALL A SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"