Laserfiche WebLink
i. <br />6 <br />E <br />S <br />3 <br />2 <br />fl <br />IRT <br />M <br />r-I <br />r-I <br />tD <br />r-1 <br />O <br />N <br />R* <br />RT <br />to <br />CV <br />HIGH IMPACT <br />EIFS TRIM WITH <br />STUCCO FINISH <br />DIAGONALLY <br />SCORED STUCCO <br />�3 1 /2" Cf' <br />FAUX WINDOW SECTION <br />4 <br />A4.1'' 1/2�� = 1'-0" <br />r n <br />'2 _7 <br />3'` FAUX WINDOW DETAIL <br />C4.1 1/211=1'-01' <br />1_1 <br />IA <br />co <br />20 GA. PREFINISHED <br />METAL PARAPET CAP <br />T.O. PARAPET FRAMING <br />20' - 0" <br />T.O.PARAPET FRAMING <br />18'-8" <br />2'X2'X1" THICK <br />IC BUILDING <br />MEDALLION TYP <br />WALL PACK (TYP); <br />REFERENCE ELECTRICAL <br />EMERGENCY <br />EGRESS LIGHT <br />COMMERCIAL GRADE <br />SEAMLESSSCUPPER <br />S PPER & <br />DOWNSPOUT TYP STRAP <br />DOWNSPOUT T U O WALL AT <br />TOP AND BOTTOM <br />CO2 CAGE BEYOND <br />T.O. FINISH <br />0 <br />ELEVATION - REAR <br />1/4" = 1'-0" <br />2.0 <br />1.0 <br />LINE OF ROOF DASHED LINES INDICATE LOUVER; REF OVERFLOW SCUPPER; <br />15'-4" 3'-4" ROOF TOP EQUIPMENT ST-1 MECHANICAL REF DETAIL ON A2.2 61-8" <br />SCREENED BEYOND SHEETS <br />ROOF LADDER ACCESS 4" MIN TYP <br />— . — — — — — — — �!- I - � ­1- , - . - / — — — — -- — <br />-\ <br />— ---- - - - - - - _ _ _ _ <br />. - - <br />, ,I -7 <br />. <br />1�-.1 .,�,'� : �- I , ; -"-. , <br />- <br />- - <br />' - - - - -= <br />t-. '.i <br />'I :,, ,--,', A-�- .1 ;'' ..."".---"� - .� <br />-;— - - - <br />_-- - _ - •_- - _ _ _ - _ - _- --�- _ , <br />�,.. <br />- - - - - - - - _�'' - . - - - <br />�' <br />-_ - _ _ - - _ _ _ -_ - <br />- - - - - - c <br />�`='; i <br />�: <br />- - - -- �,• - - - - - -_ <br />'; i. '• <br />- C <br />- -- -- _ - - - --_ __ - _ - - - -- C <br />- <br />:f, 1. <br />-' <br />0 <br />S [. <br />- - --- <br />a _ <br />"� <br />: �-, <br />�, <br />V-1 - - - ST 2 '; <br />,:: , <br />4L a �' " <br />y <br />T — <br />O <br />- - - - - - <br />z <br />- ',-- - --- <br />- - - -_- - , - <br />- - <br />- - - �: <br />- <br />- - -- - ; <br />- - -- _ -_ __ _ _ _ _ <br />N - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - C <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />O' _ - - <br />- - - - - - - - - - <br />- -- - -- -- - C <br />C� - - - <br />0 - - <br />- - - - - N - -- - <br />c- - - - _ <br />} • - - - _ - _r <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - - - - - - o <br />t <br />o- i`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - <br />- - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ <br />_ _ _ _ - _ - _ _ _ - _ - _ - - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ - - - _ - _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />' ` - - - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ - <br />- - - - - - - - - - - - - - - - - - - - •�•, - - _ <br />_ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ ,•i _ - _ _ _ _ _ _ _ _ _ _ <br />- - - - - - - - - - - - - - - - - - - - - _ - - - - <br />ST-2 <br />- _ - - - - - _ - - - - _ - - - -' - _ - - - _ - _ - - - - - _-_ - - - - - - - - _ - - - . ''.•- - - - _ _ - _ - _ - - ---_- - -- <br />- _ <br />--- - _ _ -_ - - - - - --__ <br />- -+ <br />- kk <br />- { - <br />{fj <br />__- -_ - - -_ - - - - - - _ 'a -_ _ - - , <br />- C <br />o - - - - <br />T2 0 S ST 2 ST 2 - -- ST1 - - - - <br />�= C <br />- - - � - o <br />�_ <br />3 _ <br />- - a <br />r - <br />- _ _ r <br />L <br />_ - - - - - - - - - _ - - _ - - - - - - - - - - - - _ _ o c <br />- O <br />A4 1 <br />T"��"�II I,- , I <br />- __ - , _- - -_ - - _- - - - - _ _ - - - - -_ <br />- - -- - a' - -- - - - <br />L '�2" 1-'-"� , '-',�"--, -,,--" '"' "--_", -,- �""- �-', 1, � : � 1-----"""�I, "' - II,�_- ",r"- 'r-, <br />_ ;� - <br />,t ; <br />co <br />- - ST-2 <br />- - - <br />6 8 8 r 8 5 11' 7 1/ <br />0 - - <br />' o• <br />- - <br />- - 6'-8 <br />- 10'-7 1 /2 <br />E EQ 68 <br />0 <br />- _ - C <br />- ® _ - - - - _ - - - .- _ <br />- - - <br />- -- - C <br />- <br />- -- - - --- - - a- <br />- - <br />- <br />- a <br />- - ,- - - - - - - - - - - - - - - - - - - - - - - to . F- . - - - - - _ - _ - <br />' _ - - - - <br />Q Q <br />. <br />O[ <br />C=C� [� O OCR <br />- _ C= _ _ - -_ -_ - <br />'t - - <br />- V <br />ST 1 <br />- V1 - - - S T1 1 <br />- - <br />,' <br />NOTE: COORDINATE EXTERIOR P-3 ST-1 1" THICK STUCCO ST-1 <br />ELECTRICAL PANELS WITH REVEAL, TYP <br />ELECTRICAL SHEETS <br />T.O. PARAPET FRAMING <br />20'-0" <br />T.O.PARAPET FRAMING <br />— <br />18.-8n <br />BACK -LIT FASCIA ---- <br />SIGNAGE BY SIGN <br />CONTRACTOR UNDER <br />SEPARATE PERMIT <br />PREFINISHED CANOPY, ---\ <br />REF TO MATERIALS <br />SCHEDULE ON A3.0 <br />EMERGEN Y C <br />EGRESS LIGHT <br />0 <br />N <br />STONE VENEER, TYP <br />T.O. FINISH FLOOR <br />On <br />A.0 <br />DASHED LINES INDICATE <br />ROOF TOP EQUIPMENT <br />SCREENED BEYOND <br />.:: <br />■ <br />I <br />t��I <br />- <br />=11IIIIIIIIII <br />V1 <br />HIGH IMPACT EIFS LINE OF ROOF <br />CORNICE WITH BEYOND <br />STUCCO FINISH, TYP <br />j <br />__'1" --_ -- _ <br />, _ - _I _ <br />= - - - __- - - ' ' <br />- • <br />- _;_- -_ _ - <br />-J - _�11- <br />- <br />- - - - - _ - <br />, - - - - <br />__ _ i- <br />, <br />- _ - _ _ <br />_ <br />- ; 4 - <br />- <br />-_- -_-__- -T- -_ <br />' EQ _ `EQ.' _ <br />-, -- _ __ _ -- -- ---�11- <br />_, _ - _ --_-__ <br />_- - _ -- -_ _ _ _ <br />- C <br />-- - - <br />- - - - _.� - - - - - - - - - <br />' a _ - -_ _- _ _ - <br />• `- - _ - _ _ _ _ _ _ , c - C <br />-11 "' ��T - - -- -_-_ - - -_ --- -_ _ ST_2 <br />- - .( " <br />I1, --- - - - _ _ _ _ _ <br />-1 1: --_ - - - -_ - _ ST-1 - --_ <br />- - ' <br />- <br />7 <br />CO2 �ST-1 1" THICK STUCCO <br />CAGE REVEAL, TYP <br />B.0 <br />S� - <br />- . _ F <br />- - - - -_ -_ <br />_ _ _ <br />-i-I_ __ _ <br />• I'I" _ - -_ - <br />L <br />---- - "- -- :�_ -- - <br />o <br />I - - <br />_ - - _ _ _ _ _ _ _ _ <br />r, <br />C <br />oC <br />- - <br />-- -, }' <br />- <br />- <br />ST 2 <br />4 /'' <br />C <br />- _ - _ <br />--_.---, <br />-. - <br />_ <br />,- - <br />--- <br />Qi <br />__ ;;- - <br />_ <br />, <br />__-- - <br />_ <br />-' - <br />- - <br />- - _ -_ - <br />- <br />L <br />C <br />_ _ _ _ _ _ <br />_ _ _ _ _ _ _ _ _ <br />_ - - <br />- -" - - - <br />'. `�• =' " -"- <br />- - - - <br />oC <br />C <br />_ <br />- <br />- - - - - - 'Or <br />O <br />- - - - - <br />- -- -" --_ - - -_ <br />_ - - <br />-_ - - - - - <br />_ `�- _ - _ _ <br />7�1 <br />C <br />- <br />- - '' - -" _- - _- - -- - <br />�O <br />f=- <br />+23/-25 PSF <br />' <br />•,._:' <br />- <br />+23/-31 PSF <br />C <br />ST-2 <br />- <br />� <br />OC <br />_ <br />1O1O <br />o <br />/ <br />\ <br />' <br />, <br />�C <br />a <br />-8 <br />6- <br />" <br />�o <br />P-3 <br />- _ <br />_ <br />P-3 <br />C <br />_- _ <br />- <br />0 <br />-- <br />_- <br />HIGH IMPACT EIFS <br />CORNICE WITH <br />STUCCO FINISH <br />STONE VENEER, TYP <br />- HIGH IMPACT EIFS IS <br />WATER TABLE WITH <br />STUCCO FINISH TYP <br />20 GA. PREFINISHED <br />METAL PARAPET CAP <br />WALL PACK TYP <br />REF ELECTRICAL <br />2'X2'X1" THICK BUILDING <br />MEDALLION, TYP <br />- EMERGENCY <br />EGRESS LIGHT <br />- HIGH IMPACT EIFS <br />WATER TABLE WITH <br />STUCCO FINISH, TYP <br />IF NO CONNECTION TO <br />STORM DRAINAGE SYSTEM <br />PROVIDE 1'-0" X 2'-0" CONCRETE <br />SPLASH BLOCKS AT EACH <br />DOWNSPOUT <br />E <br />Ic <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 />Drawings and Specifications as instruments of service are and shall remain <br />the property ofthe 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 />STR UCTU RAL CO NS U LTANT <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 />K <br />2 <br />�2 0 n <br />N <br />0 <br />N <br />O M <br />2M UJ <br />� r-i <br />00) <br />)UL <br />Q m <br />O <br />9a U. <br />Z <br />gO <br />U <br />C (z 1: z 0. <br />O a U <br />O U N L■u r' 7 0 <br />� o <br />O °' <br />IF <br />R _ <br />F �, ,, <br />B •��Q,N gG`'17 <br />Q- <br />' - - r. <br />AR97905 <br />?3 •k <br />��• 0 <br />. <br />.s . . ;�� <br />D - <br />FEE-RG� <br />�9 <br />• <br />6 <br />�a <br />Architect Name - RYAN M FAUST <br />Archite <br />ct Number -AR97905 <br />THE SEAL AND SIGN <br />ATURE APPLY ONLY TO THE DOCUMENT TO WHICH <br />THEY ARE AFFIXED AND <br />N WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR <br />ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER <br />DOCUMENTS OR INSTRUMENTS RELATING TOOR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />REVISIONS <br />NO. DATE DESCRIPTION <br />PROJECT NUMBER: 16018 <br />RELEASE DATE: 03/31/2016 <br />EXTERIOR ELEVATIONS <br />ELEVATION - RIGHT SIDE <br />1/4" =1'-0" <br />6 5 4 3 2 1 <br />Cl <br />