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1/2" CDX PLYWOOD SHEATHING NAILED <br /> TO STUDS W/8d NAILS ® 6" O.C. <br /> PERIMETER AND 12" O.C. IN BETWEEN <br /> OR AS SPECIFIED BY LOCAL CODE. o <br /> I <br /> PROVIDE BLOCKING AS REQUIRED TYVEK BUILDING WRAP mo <br /> FOR AWNING ATTACHMENT. NICHIHA PRODUCT TO BE <br /> APPLIED IN STRICT ACCORDANCE <br /> KA <br /> RE J-BOX 12'-0" A.F.F. W/ MANUFACTURERS REQUIREMENTS o <br /> NG BY BKC APPROVED AWNING <br /> rRi <br /> BRAKE METAL FLASHING WITH <br /> OR (EP-4G) PAINT (EP-8G) SEALANT. PAINT (EP-4G) O <br /> ING - REFERENCE SHEET E-1 <br /> z ° I I �� NOTE: PRODUCT REQUIRES 2" < z <br /> I�. MINIMUM - HOLD AT 2" z o <br /> fI N <br /> Ld <br /> dll PITCHED FOR POSITIVE DRAINAGE <br /> 3'-10"" <br /> ANCHOR BOLT (REFERENCE SHEET S-1) m <br /> \/\/\/\ 1 FOUNDATION <br /> 0 <br /> a (REFERENCE SHEET S-1) Y <br /> Al w <br /> 14B A1SCA <br /> CHIHA TERMINATION GRADE <br /> LE 1 1/2" = 1'-0" <br /> cn <br /> m <br /> w <br /> C Q <br /> < m <br /> SIMILAR o <br /> �SCALET <br /> INALAWNING DETAIL ,' \\: 3/4" = 1'-0" T.O. C <br /> I I T.O. COPING <br /> NOTE: REFER TO EXTERIOR <br /> ELEVATIONS FOR ACCEPTED \ / <br /> LOCATIONS FOR OPTIONAL AWNINGS \ W� <br /> 2x4 TOP PLATE <br /> NICHIHA PRODUCT TO BE <br /> 1/2" CDX PLYWOOD - APPLIED IN STRICT ACCORDANCE <br /> SHEATHING W/ MANUFACTURERS REQUIREMENTS <br /> A A <br /> REF. ELEVATIONS — — ROOFING SYSTEM <br /> T.O. COPING , A-6 / A-6 (REFERENCE SFIT A-5) <br /> \ WATER RESISTIVE MOISTURE Lj <br /> \ \ BARRIER ON SHEATHING AS z_ <br /> PRE-FABRICATED TRUSS SCHEDULED ON SHEET S-2. Lo <br /> 2x4 TOP PLATE 2x4 TOP PLATE (CANILEVERED) ® 24" O.C. w O <br /> (REFERENCE FRAMING PLAN) > < Ln0) <br /> +16'-5" _ _ _ _ \ +16'-5" \ -t <br /> - - -� WATER RESISTIVE MOISTURE - - - - - - - - w <br /> COPING <br /> / T.O. COPING / U) 00 � <br /> i BARRIER ON 1/2" CDX PLYWOOD i <br /> 1/2" CDX PLYWOOD - SHEATHING. 1/2" CDX PLYWOOD - WATER RESISTIVE MOISTURE O Q Lo <br /> SHEATHING SHEATHING BARRIER ON 1/2" CDX PLYWOOD w U <br /> E.I.F.S. PRODUCT TO BE SHEATHING. COORDINATE SIGN LOCATION O <br /> APPLIED IN STRICT ACCORDANCE WITH EXTERIOR ELEVATIONS. � LTJ Q - <br /> W/ MANUFACTURERS REQUIREMENTS Q <br /> ROOFING SYSTEM WITH z ~ O <br /> CONTINUOUS CANT. Q cn <br /> Q L1J <br /> REFERENCE SHT A-5 <br /> Ln > O <br /> PRE-FABRICATED WOOD PROVIDE BLOCKING AS REQUIRED <br /> E.I.F.S. PRODUCT TO BE C� N J <br /> TRUSSES FOR CANOPY ATTACHMENT. ROOFING SYSTEM WITH APPLIED IN STRICT ACCORDANCE <br /> (REFERENCE SHT. S-2) CONNECTORS PER MFR. CONTINUOUS CANT. W/ MANUFACTURERS REQUIREMENTS • <br /> MIN. REQUIREMENT PER ENGINEERING: REFERENCE SHT A-5 <br /> (2) 1/4" LAG SCREWS, 2" MIN INTO BLKG. E <br /> BLKG W/ (4) 10d END NAILS STUD TO BLK PRE-FABRICATED WOOD 4_9 <br /> EACH SIDE (8 NAILS TOTAL) TRUSSES <br /> (REFERENCE SHT. S-2) - REFERENCE SIGNAGE DRAWINGS SIGN AND CANOPY - <br /> \ FOR ADDITIONAL DETAILS <br /> \ REFERENCE 2/A-7 <br /> rn <br /> rn <br /> 1 `') <br /> rn <br /> \ 0Lo <br /> 1/4" LAG SCREWS, 1/4" LAG SCREWS, <br /> 2" MIN INTO BLKG. ® ' 2" MIN INTO BLKG. ®iv BATT INSULATION } <br /> 8" O.C. STAGGERED 8" O.C. STAGGERED AS REQUIRED BY ~ U <br /> Q o <br /> (RC11 MINIMUM) FRAMING ® 16ALCODE " O.C. O • r"I �v <br /> _ REF_STRU y }X <br /> REF. STRUCT. TRUSS BRG. <br /> TRUSS BRG. )� o <br /> 5/8" GYPSUM WALL BOARD J r r PROVIDE GALV. METAL CONN. r - �✓ O ~ _ <br /> TO UNDERSIDE OF DECK - <br /> L_ J REF. STRUCT. _- 5/8" GYPSUM WALL BOARD, FOR ALL WOOD TO WOOD --- °O r� CI� bA o <br /> Lu <br /> (BLOCK AS REQUIRED) / RUSS BRG. J2 <br /> EXTERIOR WALL SHEATHING CONNECTIONS AS REQUIRED. --J • <br /> WT <br /> AND BATT INSULATION TO 2x6 FRAMING Q 16" O.C. �n <br /> TRUSS TO TOP PLATE / \ _ CONTINUE TO UNDERSIDE GIRDER TRUSS - Cl Lo <br /> CONNECTION TO BE / \ LIGHTING - REFERENCE 0 OF ROOF DECK. BLOCK AS REFERENCE STRUCTURAL ti <br /> DESIGNED FOR UPLIFT / SHEET E-1. G.C. TO z o <br /> \ PROVIDE AND INSTALL REQUIRED. J co <br /> +9'-0" A.F.F. & LATERAL FORCES. 1 I JUNCTION BOX PER <br /> R.O. WINDOW I TRUSS TO TOP PLATE LIGHT FIXTURE "M" - _ _ B. <br /> S A V O w <br /> B.O. SOFFIT <br /> MANUFACTURERS CONNECTION TO BE SUPPLIED WITH CANOPY. <br /> HEADER (REFERENCE \ REQUIREMENTS DESIGNED FOR UPLIFT G.C. TO PROVIDE J-BOX NICHIHA CORNER TRIM <br /> KEYED NOTES, SHT S-2� / & LATERAL FORCES. HEADER (REFERENCE o <br /> AS SPECIFIED BY BKC o <br /> TYPICAL ALL SECTIONS: \ 3'-10" APPROVED CANOPY KEYED NOTES, SHT. S-2) 2" WIDE CONTINUOUS VENT o <br /> 1. PROVIDE R-11 MINUMUM CONTINUOUS HORIZONTAL VENDOR <br /> AESTHETIC E.I.F.S. REVEALS E.I.F.S. SOFFIT _ <br /> INSULATION OR AS REFER TO EXTERIOR ELEVATIONS PROVIDE BLOCKING AS <br /> REQUIRED BY CODE FROM (REFERENCE EXTERIOR ELEVATIONS REQUIRED BY BKC APPROVED <br /> FLOOR TO ROOF DECK IN <br /> ALL EXTERIOR WALLS. A CANOPY VENDOR +7'-2" A.F.F. <br /> 2. PROVIDE GYPSUM WALL A-g GYPSUM BOARD CEILING R.O. DOOR <br /> BOARD SUBSTRATE FROM AT RESTROOMS - <br /> FLOOR TO ROOF DECK AT REFERENCE SHEET A-4 <br /> ALL WALLS WITH EXPOSED <br /> ROOF TRUSSES. �1yCsZ�EER yf <br /> 3. REFER TO INTERIOR DECOR CANOPY AND SUPPORTS PER <br /> SCHEDULE FOR ALL INTERIOR APPROVED SUPPLIER. PROVIDE <br /> FINISHES. BLOCKING AS REQUIRED PER LOCAL o W <br /> 4. REFER TO EXTERIOR DECOR CODES. COORDINATE LOCATION 5/8" GYPSUM WALL BD. o a a <br /> WALL (BEYOND) <br /> SCHEDULE FOR ALL WITH MANUFACTURER. (EF-9G) w (o <br /> EXTERIOR FINISHES. o <br /> 0 0 <br /> ALUMINUM & GLASS o o <br /> STOREFRONT WITH <br /> DOUBLE GLAZING <br /> (REFER TO DOOR & BRICK VENEER ON 1/2" DUROCK ALUMINUM AND GLASS <br /> WINDOW SCHEDULE) BACKER BOARD INSTALLED PER STOREFRONT WITH • <br /> 4 MANUFACTURERS SPECIFICATIONS <br /> BATT INSULATION DOUBLE GLAZING <br /> \ A_9 (REFERENCE EXTERIOR <br /> AS REQUIRED BY / FINISH SCHEDULE) <br /> LOCAL CODE / \ <br /> (R-11 MINIMUM) I I <br /> -0-I.O.-SILL <br /> , +3'- CO <br /> 0' A.F.F. _ _ _ WATER RESISTIVE MOISTURE <br /> �' T.O. SILL/BRICK WAINST - + �� BARRIER ON SHEATHING AS <br /> \ / SCHEDULED ON SHEET S-2. WATER RESISTIVE MOISTURE o Z <br /> BARRIER ON SHEATHING AS w <br /> TV SCHEDULED ON SHEET S-2. J Q <br /> w <br /> z <br /> SUBSTRATE PANEL SUBSTRATE PANEL <br /> (REF. SHEET A-1) BRICK VENEER ON 1/2" DUROCK (REF. SHEET A-1) wo J <br /> BACKER BOARD INSTALLED PER <br /> 2x4 WOOD STUD FRAMING 2x4 WOOD STUD FRAMING <br /> MANUFACTURERS SPECIFICATIONS o Q <br /> (REF. FRAMING PLAN) (REFERENCE EXTERIOR (REF. FRAMING PLAN) 04 <br /> i FINISH SCHEDULE) i w �Wy W0 <br /> TREATED SILL PLATE ON 8" CMU m I,L <br /> CONCRETE FLOOR SLAB \ CONCRETE FLOOR SLAB � <br /> (REF. FOUNDATION PLAf�� \ FOUNDATION LWALL.PLATE ON 8" CMU (REF. FOUNDATION PLAN/ \ FOUNDATION WALL. Li ♦^ <br /> \ 1/8" TO 1/4" SLOPE w Z <br /> +0'-0" +0'-0" Q <br /> T.O. SLAB ' - - - - - - - - - - T.O. SLAB I - - - - - - - - - - - - d a - - - - - - - - - - - - - - - - o <br /> \> SIDEWALK LINE SHOWN DASHED. D \> SIDEWALK LINE SHOWN DASHED. iii O o <br /> ° -00 ° a° °o ' \ ��/ WHEN SIDEWALK IS ABUTTING ° �° g° °g ° �° °° \ / WHEN SIDEWALK IS ABUTTING d d << d O of <br /> L0 Z <br /> ° °° ° ° ° ° t �/� / THE WALL, LEVEL CONCRETE TO ° ° ° ° ''� / THE WALL, LEVEL CONCRETE TO a a a a a °' w O <br /> COMPACTED GRANULAR \° /i COMPLY WITH ADA REGULATIONS. COMPACTED GRANULAR `e i OMPLY WITH ADA REGULATIONS. I oW J v U <br /> FILL AS REQUIRED BY _ - ' FILL AS REQUIRED BY o N W <br /> SUBSOIL INVESTIGATION A SUBSOIL INVESTIGATION A I V <br /> REPORT A_9 REPORT A_9 o o �/ 00 <br /> Y <br /> Ej <br /> DL (D o O <br /> O< U O Q <br /> �Q O N � <br /> DINING ROOM SIDE WALL 2`,DINING ROOM FRONT WALL 3 MAIN ENTRY TOWER <br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br /> A - 7 <br />