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6 I 5 <br />4 <br />3 2 1 <br />N <br />O <br />66 <br />m <br />c-i <br />O <br />N <br />CI <br />IA <br />AAI\I A /.frr <br />8" CMU; REF FINISH SCI'--' r <br />MIN 1/2" STUCCO FINISI <br />SOLDERED AND SEALEI <br />8" HIGH x 16" WIDE 24 G <br />PREFINISHED METAL <br />SCUPPER IN 3" x 4" D.S. <br />FASTEN FLASHING AS <br />RECOMMENDED BY MFI <br />SPRAY FOAM INSULATII <br />AT JOIST POCKET <br />PERM -A -BARRIER MOIS <br />BARRIER BY W.R. GRAC <br />APPROVED EQUAL <br />SCUPPER DETAIL <br />11/2" = 1'-0" <br />TAPERED 2x6 PT <br />BLOCKING @ 24" <br />20 GA. PRE-FINISF <br />METALPARAPETI <br />FLASHING <br />2 LAYERS PT 3/4" <br />GLUED & SCREWE <br />O.C. STAGGERED: <br />SINGLE PLY ROOF <br />MEMBRANE EXTE <br />UP AND UNDER C, <br />CMU BLOCK, REF <br />STRUCTURAL <br />4'- 2 1 /4" <br />OUTSIDE DIMENSION CURB <br />I <br />2x TREATED WOOD <br />BLOCKING. <br />/7\-r� <br />11" PANEL SCREW W/2" <br />DIA. WASHER PLATE AT <br />12" O.C. <br />ROOFING MEMBRANE <br />3'- 11 1/4" <br />ROUGH OPENING <br />1/2" GYP BD <br />'"LIGHT WELL" <br />P-4 <br />RIGID INSULATION <br />1/2" PW w/ 3/16" DIA. x 1-1/4" <br />OVER MTL DECK; REF. <br />SELF -DRILLING SHEET METAL <br />STRUCTURAL SHEETS <br />SCREWS AT 6"oc AT TOP & 8d <br />NAILS AT 6"oc NEAR MIDDLE & <br />BOTTOM AS SHOWN <br />6 SKYLIGHT CROSS SECTION <br />A2.2 3/4" =1'-0" <br />3 <br />A2.2 <br />4 <br />A2.2 <br />SUNOPTICS PRISMATIC <br />SKYLIGHT, SIGNATURE <br />SERIES, TYPICAL. <br />— 2X TREATED WOOD <br />BLOCKING FOR CURB. <br />CRICKET W/ RIGID <br />INSULATION ON HIGH SIDE. <br />14 GAUGE INSULATED <br />(1 1/2" R9) CURB; <br />PROVIDED BY SUNOPTICS, <br />INSTALLED BY G.C. <br />3/16" DIA. x 1-1/4" SHEET <br />METAL SCREW <br />w/ HEX -WASHER HEAD AT <br />Woc IN PRE -DRILLED HOLES. <br />TYP. AROUND PERIMETER <br />- STEEL BAR JOIST; REF. <br />STRUCTURAL DRAWINGS <br />2x TREATED WOOD <br />BLOCKING. <br />11" PANEL SCREW W/2" <br />DIA. WASHER PLATE AT <br />12" O.C. <br />0010791NHMMTAI_I:7_"k <br />RIGID INSULATION <br />OVER MTL DECK; REF. <br />STRUCTURALSHEETS <br />4'- 2 1 /4" <br />OUTSIDE DIMENSION CURB <br />T - 11 1/4" <br />ROUGH OPENING <br />- 1/2" GYP BD — <br />"LIGHT WELL" <br />P-4 <br />3'-10 1 /4" <br />SUNOPTICS PRISMATIC <br />SKYLIGHT, SIGNATURE <br />SERIES, TYPICAL. <br />— 2X TREATED WOOD <br />BLOCKING FOR CURB. <br />14 GAUGE INSULATED <br />(1 1/2" R9) CURB; <br />PROVIDED BY SUNOPTICS, <br />INSTALLED BY G.C. <br />STEEL BAR JOIST; REF. <br />SKYLIGHT SECTION STRUCTURAL DRAWINGS <br />3/4 if =1'-off <br />4'-8" 2'-0" 8" 18'-7 1/2" 18'-9" 21'-3 1/2" <br />PREFINISHED METAL OVERFLOW PREFINISHED METAL <br />SCUPPER; (TYP OF 4) DOWNSPOUT; (TYP OF 4) <br />r <br />REFRIGERANT PIPE CRICKET W/ <br />PORTAL, REF. A7.0 TAPERED <br />INSULATION, TYP. <br />I <br />311-3" 21-7" T-2" <br />FLEXPACK CONDENSER <br />REF MEP REF MEP <br />EXHAUST DUCT <br />20 GA. PRE -FINISHED <br />z METAL CAP FLASHING <br />SINGLE PLY ROOFING <br />N <br />CRICKET W/ TAPERED PROVIDE MINIMUM 30" WALKING PAD <br />MEMBRANE UP WALL & <br />00 <br />INSULATION, TYP. AT ALL ROOFTOP EQUIPMENT <br />FLASHED IN SCUPPER <br />g <br />LU <br />/ SLOPE TAPERED ROOF <br />PRISMATIC SKYLIGHT <br />INSULATION <br />U <br />(TYP); REF EF1 SHEET <br />O- <br />- — - - - - - 5 <br />— <br />� <br />A2.2 <br />L <br />RIGID INSULATION <br />OVER MTL D <br />DECK; REF. <br />CRICKET W/ TAPERED <br />STRUCTURAL SHEETS <br />", <br />INSULATION, TYP. <br />7t <br />6 <br />I. <br />_ <br />Mo <br />A2.2 <br />T <br />i <br />i <br />STEEL BAR JOIST <br />1/2" GYP BOARD <br />SINGLE PLY ROOFING <br />2 <br />OVER RIGID INSULATION - <br />�'2 <br />3 5/8" MTL STUD @ 24" BACK -LIT <br />RTU REF <br />OVER METAL DECK <br />O.C. W/MIN R-19 FASCIA SIGN <br />O <br />O <br />MEP <br />O <br />N ULAT O <br />IS IN BY SIGN <br />_ <br />- <br />- <br />CONTRACTOR <br />RTU REF <br />z_ <br />UNDER <br />0 MEP <br />SEPARATE <br />- <br />fV <br />PERMIT. <br />— <br />c <br />1 <br />t" <br />PRISMATIC SKYLIGHT <br />uJ <br />- <br />(TYP); REF EF1 SHEET <br />a <br />O <br />CRICKET W/ TAPERED <br />_J <br />INSULATION, TYP. <br />O <br />CRICKET W/ TAPERED <br />WOOD SHIM AS REQ'D TO <br />INSULATION, TYP. <br />WIDE MIN. 1/4"/FT. SLOPE <br />Y <br />N <br />SINGLE PLY ROOFING <br />CRICKET W/ <br />MEMBRANE; LAP <br />0? <br />TAPERED <br />UNDER COPING <br />INSULATION, TYP. <br />CONT. SHEET <br />- <br />• <br />10'-91/4" <br />19'-1" <br />12'-51/4" <br />18'-3" <br />.. <br />METAL CLIP <br />T.O. PARAPET <br />EF ELEVATIONS <br />Al <br />HIGH IMPACT EIFS — — � . <br />_ A0 <br />CORNICE W/ T ; <br />S UCC <br />FINISH; REF ELEVATIONS — ------ — — — — — — <br />------ <br />FOR FINISHES. <br />1 <br />-v <br />PRE -FINISHED <br />IETAL Z TRACK <br />VG - TO MATCH <br />CORNICE <br />-ONT. SEALANT <br />IIN. 1/2" STUCCO FINISH <br />1.0 <br />15'-4" <br />1'-511 <br />EQ <br />BACK -LIT FASCIA SIGN BY SIGN <br />CONTRACTOR UNDER SEPARATE PERMIT. <br />EQ <br />EQ <br />EQ <br />40'-0" <br />EQ <br />EQ 1'-5" <br />2.0 <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 />(.L O <br />QN <br />�z <br />N <br />iL �' <br />a M <br />U0 <br />LL <br />Z W <br />O <br />U <br />C � z Q <br />O2 U <br />M z o <br />Ir o <br />ry O rn <br />U <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 PRO] ECT. <br />REVISIONS <br />NO. DATE <br />DESCRIPTION <br />A <br />PROJECT NUMBER: <br />RELEASE DATE: <br />ROOF PLAN <br />16018 <br />03/31/2016 <br />PARAPET DETAIL <br />11/2" = 1'-0" <br />ROOF PLAN <br />1/4" =1'-0" <br />