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66 <br />M <br />1.0 <br />O <br />N <br />Rt <br />E <br />C <br />B <br />O <br />a, <br />a <br />0 <br />U <br />ILD <br />ri <br />J <br />a <br />IY <br />Z <br />LJ <br />U <br />M <br />_J <br />LL <br />V <br />INSTALL BLOCKFLASH PAN - <br />W/INTEGRAL CONCAVED <br />WEEP SPOUT & INSECT <br />GUARDS AS RECOMMENDED <br />PER MFG SPECS. <br />CMU BLOCK WALL; REF - <br />STRUCTURAL DRAWINGS <br />WATER RESISTANT <br />MORTAR <br />BUILDING FINISH; REF <br />EXTERIOR ELEVATION <br />1" STUCCO REVEAL <br />1 <br />A7.0 <br />INSTALL BLOCKFLASH PAN <br />W/INTEGRAL CONCAVED <br />WEEP SPOUT & INSECT <br />GUARDS AS RECOMMENDED <br />PER MFG SPECS. <br />T.O. FINISH FLOOR <br />U-0" <br />T.O. GRADE/PAVEMENT <br />REF CIVIL \ <br />SECTION @ REAR <br />3/4" = 1'-0" <br />20 GA. PREFINISHED METAL <br />PARAPET CAP <br />SINGLE PLY ROOF <br />MEMBRANE OVER 1/2" <br />RECOVERY BOARD <br />R-30 RIGID INSULATION — <br />SINGLE PLY ROOF <br />OVER METAL ROOF DECK; <br />MEMBRANE OVER 1/2" <br />REFERENCE STRUCTURAL <br />RECOVERY BOARD <br />— R-30 RIGID INSULATION <br />OVER METAL ROOF DECK; <br />REFERENCE STRUCTURAL <br />CONTINUOUS <br />METALTRACK <br />3-5/8" x 20 GA. <br />STUDS AT 16" O.C. <br />FINISH PER ROOM SCHEDULE, <br />SHEET A3.0, AND INTERIOR <br />ELEVATIONS, SHEETS A5.0 & A5.1 <br />STEEL BAR JOIST REF. <br />4 STRUCTURAL DRAWINGS <br />PERM -A BARRIER <br />BY GRACE <br />1/2" GYP BOARD <br />FINISH PER ROOM <br />SCHEDULE, SHEET A3.0, <br />AND INTERIOR ELEVATIONS, <br />SHEETS A5.0 & A5.1 <br />2 20 GA. PREFINISHED METAL <br />A2.2 PARAPET CAP <br />SINGLE PLY ROOF <br />MEMBRANE OVER 1/2" <br />RECOVERY BOARD <br />R-30 RIGID INSULATION <br />OVER METAL ROOF DECK; <br />REFERENCE STRUCTURAL <br />INSTALL BLOCKFLASH PAN <br />W/INTEGRAL CONCAVED <br />WEEP SPOUT & INSECT <br />GUARDS AS RECOMMENDED <br />PER MFG SPECS. — <br />STEEL BAR JOIST; <br />REFERENCE STRUCTURAL <br />CMU BLOCK WALL; —� <br />REF STRUCTURAL <br />CMU BLOCK WALL; <br />REFSTRUCTURAL <br />3 5/8" 20 GA. METAL <br />STUD FRAMING <br />3 5/8" 20 GA. METAL <br />_ <br />STUD FRAMING <br />MIN R-19 INSULATION MIN R-19 INSULATION <br />1/2" GYP BOARD <br />1/2" GYP BOARD <br />FINISH PER ROOM <br />SCHEDULE, SHEET A3.0, <br />AND INTERIOR ELEVATIONS, <br />SHEETS A5.0 & A5.1 <br />WATER RESISTANT <br />MORTAR <br />2 <br />A2.2 <br />20 GA. PREFINISHED METAL <br />PARAPET CAP <br />T.O. PARAPET FRAMING <br />REF ELEVATIONS <br />4 <br />A7.0 <br />MIN R-19 INSULATION BUILDING FINISH; REF _ <br />EXTERIOR ELEVATIONS <br />PERM -A -BARRIER <br />HIGH IMPACT EIFS <br />3 5/8" METAL STUD _ FINISH TRANSITION BY GRACE <br />@ 24" O.C. WATER TABLE; REF REF ELEVATIONS <br />EXTERIOR ELEVATIONS <br />WATER RESISTANT <br />PERM -A BARRIER BY MORTAR <br />GRACE CMU GROUT SOLID <br />A <br />Jill, <br />a <br />IIF <br />� I <br />► -_zY-•x a :-;- 0 V 1 v=-!i .•r ice% <br />a <br />xx <br />V <br />• -` ■ • <br />CONCRETE SLAB AND <br />=III=III FOOTING REFERENCE <br />III ,III=1 STRUCTURALSHEETS <br />REF STRUCTURAL —fi 'III <br />FOR SUBGRADE PAD = <br />PREPARATION <br />III= <br />TERMITE TREATED <br />COMPACTED SOIL <br />CONCRETE SLAB AND <br />FOOTING REFERENCE <br />STRUCTURALSHEETS <br />F-3 SECTION @ SIDE WAL <br />3/4" =1'-off <br />— BLOCKFLASH PAN W/INTEGRAL <br />CONCAVED WEEP SPOUT & <br />INSECT GUARDS AS <br />RECOMMENDED PER MFG SPECS. <br />CANOPY SUPPORT; REF <br />STRUCTURAL <br />CANOPY COLOR TO MATCH <br />STOREFRONT W/REAR GUTTER <br />CONNECTION BY CANOPY MFR. <br />REFER TO A3.0 MATERIAL <br />SCHEUDLE. <br />— SURFACE MOUNTED <br />LED SOFFIT LIGHT; <br />REF ELECTRICAL <br />EXTERIOR WALL FINISH; <br />REFERENCE EXTERIOR <br />MATERIALS SCHEDULE <br />ALUMINUM STOREFRONT <br />AND INSULATED GLAZING <br />— CANOPY DOWNSPOUT 5 <br />BEYOND; REF ELEVATION CC <br />FOR CONNECTION <br />L <br />20 GA. SS SILL FLASHING WITH c <br />HEMMED EDGE AND END DAMS <br />TO MATCH STOREFRONT. <br />1" STUCCO REVEAL <br />I= — = = � ° = I— WEEP SCREED PER <br />REF STRUCTURAL - <br />_ — MFGS SPECS. <br />-I—I WEEP SCREED PER FOR SUBGRADE PADI- <br />- — =� MFGS SPECS. <br />PREPARATION = °a — = —� CONCRETE <br />=III —III— CONCRETE = a - =III= 1= EXPANSION JOINT <br />— — — EXPANSION JOINT TERMITE TREATED <br />d - a III=III— COMPACTED SOIL ° —INSTALL BLOCKFLASH PAN <br />1 INSTALL BLOCKFLASH PAN - — °` ° - - ° -, = W/INTEGRAL CONCAVED WEEP <br />° - I =I —III — — — — 1=1 i SPOUT & INSECT GUARDS AS <br />W/INTEGRAL CONCAVED WEEP CONCRETE SLAB AND <br />III III=i —III=III III i SPOUT & INSECT GUARDS AS -III! - — — — -III-RECOMMENDED PER MFG SPECS. <br />_ FOOTING REFERENCE —III—III—III—III—III- <br />-I —1111=III=1 1=1 IIRECOMMENDED PER MFG SPECS. STRUCTURALSHEETS =1 1 1= <br />-III-1-I 1-i 1- <br />SECTION @ KNEE WALL <br />L <br />1A217— <br />SINGLE PLY ROOFING MEMBRANE <br />EXTEND UP AND UNDER CAP; <br />MAINTAIN POSTIVE DRAINAGE AT <br />PARAPET <br />SINGLE PLY ROOF MEMBRANE <br />OVER 1/2" RECOVERY BOARD <br />R-30 RIGID INSULATION <br />OVER METAL ROOF DECK; <br />REFERENCE STRUCTURAL <br />STEEL BAR JOIST; <br />REFERENCE STRUCTURAL <br />CMU BLOCK WALL; <br />REFSTRUCTURAL <br />3 5/8" 20 GA. METAL <br />STUD FRAMING <br />MIN R-19 INSULATION <br />1/2" GYP BOARD <br />PERM -A BARRIER BY <br />GRACE <br />INTERIOR WALL FINISH <br />AS SCHEDULED <br />0 <br />io <br />A <br />20 GA. PREFINISHED METAL <br />PARAPET CAP <br />T.O. PARAPET FRAMING <br />REF ELEVATIONS <br />J <br />BACK -LIT FASCIA SIGN <br />BY SIGN CONTRACTOR <br />UNDER SEPARATE PERMIT <br />BLOCKFLASH PAN W/INTEGRAL <br />CONCAVED WEEP SPOUT & INSECT <br />GUARDS AS RECOMMENDED PER <br />MFG SPECS. <br />CANOPY SUPPORT; REF <br />STRUCTURAL <br />CANOPY COLOR TO MATCH <br />STOREFRONT W/REAR GUTTER <br />CONNECTION BY CANOPY MFR. <br />REFER TO A3.0 MATERIAL <br />SCHEUDLE. <br />SURFACE MOUNTED <br />LED SOFFIT LIGHT; <br />REF ELECTRICAL <br />INSTALL BLOCKFLASH PAN <br />W/INTEGRAL CONCAVED WEEP <br />SPOUT &INSECT GUARDS AS <br />RECOMMENDED PER MFG SPECS. <br />EXTERIOR WALL FINISH; <br />REFERENCE EXTERIOR o <br />MATERIALS SCHEDULE <br />ALUMINUM STOREFRONT <br />AND INSULATED GLAZING < <br />— CANOPY DOWNSPOUT L <br />BEYOND; REF ELEVATION L <br />FOR CONNECTION <br />CONCRETE SIDEWALK; <br />SLOPE AWAY FROM <br />BUILDING. <br />2 <br />FLOOR AS A7.0 T.O. FINISH FLOOR <br />SCHEDULED I / 0'-0" <br />i T.O. GRADE/PAVEMENT <br />10 MIL POLY VAPOR _ REF CIVIL <br />BARRIER <br />a <br />d° <br />'a 's <br />m = <br />d — <br />_III III ,III <br />CONCRETE <br />EXPANSION JOINT <br />REFERENCE STRUCTURAL <br />FOR SUBGRADE PAD <br />PREPARATION— <br />i <br />TERMITE TREATED <br />COMPACTED SOIL <br />=1 � I -III -III -I � I-1 � I -III -III -I I! I <br />-1 I I I -� I I � III -III -III -III -III- <br />CONCRETE SLAB AND <br />FOOTING REFERENCE <br />STRUCTURALSHEETS <br />1 SECTION @ STOREFRONT <br />A&0 3/4" = 1' -0" <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARCH ITECTS.CO M <br />TEL: 479.633.8165 <br />Copyright 2016 Bates & Associates, Architects <br />E Drawings and Specifications as instruments of service are and shall remain <br />the property of the Architect. They are not to be used on other projects or <br />extensions to this project except by agreement in writing and with <br />appropriate compensation to the Architect. <br />Contractor is responsible for confirming and correlating dimensions at job <br />site; the Architect will not be responsible for construction means, methods, <br />techniques, sequences or procedures, or for safety precautions and <br />programs in connection with the project. <br />SITE/STORE #: <br />37745 <br />CONSTRUCTION MANAGER <br />CREIGHTON COMMERCIAL DEVELOPMENT <br />900 SW PINE ISLAND ROAD, SUITE 202 <br />CAPE CORAL, FL 33991 <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />CONTACT: DANIELTUBB <br />STRUCTURAL CONSULTANT <br />SELECT STRUCTURAL <br />12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 <br />CONTACT: SHAWN ANDERSON <br />MEP CONSULTANT <br />WALTER J. FITZGERALD, P.E. <br />2566 NEBRASKA AVE., PALM HARBOR, FL 34684 <br />CONTACT: (813) 785-7526 <br />�I <br />2 o <br />QN <br />�z <br />N <br />LL_ 0 <br />< M <br />0 ,L <br />V � LL <br />Z <br />g o <br />Ln U <br />C od z <br />O a U <br />o UN <br />I� M Z <br />O � <br />V <br />U <br />-•s,CU <br />Architect Name - RYAN M FAUST <br />Architect Number - AR97905 <br />THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH <br />THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR <br />ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER <br />DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJ ECT. <br />REVISIONS <br />NO. DATE DESCRIPTION <br />A <br />PROJECT NUMBER: 16018 <br />RELEASE DATE: 03/31/2016 <br />WALL SECTIONS <br />Phu <br />