Laserfiche WebLink
6 I 5 <br />4 <br />01 <br />c <br />E <br />C <br />'A J <br />/ <br />12 <br />A7.0 <br />1 60, <br />ALUMINUM & GLASS <br />ENTRY DOORS <br />DOOR FRAMES <br />6 <br />A7.0 <br />2". 3'- 0" 2" <br />\ <br />ALARM <br />DECAL <br />NOTICE <br />\ <br />o \ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ 12 <br />A7.0 <br />/ <br />/ <br />2 i <br />HOLLOW METAL <br />EXIT DOOR <br />16 <br />A7.0 <br />2" 3' - 0" <br />N 1 <br />L <br />12"x12"ON <br />` EQ EQ WAY 1/4" <br />TEMPERED <br />GLASS <br />o � <br />OT � <br />\ i <br />\ <br />\ <br />\ <br />o � <br />F_ / <br />/ <br />ifl / <br />t / <br />in <br />KICK PLATE/' <br />J <br />/ Q <br />' U <br />' 16 <br />/ a <br />/ <br />/ o <br />/ <br />3 <br />HOLLOW METAL <br />BACK ROOM DOOR <br />4 <br />HOLLOW METAL <br />OFFICE <br />DOOR SCHEDULE <br />MATERIALS <br />DOOR FRAME <br />fn <br />(n Q <br />UJ W Q <br />Cn Y W <br />Z 0O Z <br />DOOR O 10� 0 _J <br />NUMBER ROOM NAME o = WIDTH HEIGHT Op Q Oz Q UJ COMMENTS <br />101A MERCHANDISE 1 1 6'-0" 7' - 0" X X TEMPERED GLASS LITES <br />101 B MERCHANDISE 2 2 3'-0" T- 0" 1 3/4" X X <br />103 OFFICE 4 4 3'-0" 7' - 0" 1 3/4" X X <br />104 BACK ROOM 3 3 T-0" 7' - 0" 1 3/4" X X TEMPERED GLASS LITES <br />105 MEN 5 5 3'-0" 7' - 0" 1 3/4" X X <br />106 WOMEN 5 5 3'-0" 7' - 0" 1 3/4" X X <br />107 CDC TOTE 6 6 T-0" T- 0" 1 3/4" X X <br />108 ELECTRICAL 1 7 1 7 1 6'-0" 7' - 0" 1 3/4" X I I X <br />GENERAL NOTES <br />1. ENTRY & EGRESS DOORS SHALL HAVE EXITING AT ALL TIMES W/O THE USE OF A KEY. <br />2. REFERENCE DETAIL 17/A7.0 FOR INTERIOR NON-LOADBEARING PARTITION HEADER SCHEDULE. <br />DOOR HARDWARE SCHEDULE - DOOR HARDWARE (EXCLUDING KAWNEER) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR <br />PAIR 3'- 0" X 7' - 0" KAWNEER CUSTOM DOORS <br />HARDWARE SET KAWNEER CONTACT INFO. <br />CONTACT: CHERYL WILKERSON CHERYL.WILKERSON@ALCOA.COM 317.771.9263 P <br />STOREFRONT CONTRACTOR SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. <br />HARDWARE SET NO. 1 (ENTRY DOOR) <br />2 PAIR KAWNEER STANDARD BUTT HINGES (4 PER LEAF) <br />KAWNEER STANDARD MS DEADBOLT WITH (1) KAWNEER CYLINDER W/ READABLE LOCK/UNLOCK INDICATOR (1) ADAMS-RITE 4089 (ACTIVE LEAF) <br />KAWNEER STEEL TIP FLUSHBOLTS (INACTIVE LEAF) (PART #50-079) <br />KAWNEER CO-9 / CP SINGLE ACTING PUSH & PULL HARDWARE, US32D FINISH <br />NORTON 1601 SURFACE CLOSE, WITH BACKCHECK, WITHOUT HOLD OPEN <br />KAWNEER STANDARD 1/2" X 4" MILL FINISH ALUMINUM THRESHOLD <br />HARDWARE SET NO.2 (REAR EXIT) <br />REFERENCE NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. <br />HARDWARE SET NO.3 (BACKROOM) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET 4608LN YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />3 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.4 (OFFICE) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET W/ 4608LN W/D212 YALE <br />DEAD BOLT & <br />THUMB LATCH <br />1 EA. STOP FS13 W/ R14 RISER 26D IVES <br />2 EA. DOOR VIEWER U-10348 DEFENDER SECURITY <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />2 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.5 DOOR (RESTROOM) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. PRIVACY SET 4602LN YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. STOP FS13 W/ R14 RISER 26D IVES <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />1 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.6 (CDC TOTE) <br />1-1/2 PAIR BUTTS TA2714 4-112" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET 4608L YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />HARDWARE SET NO.7 (ELECTRICAL) <br />REFERENCE NOA LIST ON CODE COMPLIANCE SHEET AND NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR <br />ACTUAL DOOR AND FRAME SIZE. <br />16 <br />A7.0 <br />2" 3'- 0" 2" <br />N <br />/ <br />/ <br />DOOR — <br />.E ,' SIGN <br />103 ,' REF <br />' 2/A2.0 <br />/ <br />/ <br />/ <br />811 <br />/ MAX <br />\ <br />KICK PLATE <br />� Q � <br />16 <br />A7.0 <br />5 <br />HOLLOW METAL <br />RESTROOM <br />C' <br />c <br />F <br />6 <br />HOLLOW METAL <br />CDC TOTE <br />6 <br />A7.0 <br />2" 3'-0" 3'-0" 2" <br />N <br />12 <br />/ <br />7 <br />HOLLOW METAL <br />ELECTRICAL <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 />IF,Drawings and Specifications as instruments ofservice 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 />101 <br />O <br />QN <br />�z <br />N <br />LLJ <br />O M Q <br />M Z) r., <br />� o rn <br />0 m <br />_J <br />CC LL <br />2 <br />_ U <br />C Z <br />O Q <br />o U <br />W CL <br />a:U <br />IIII M z <br />O <br />V <br />rel <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 />7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />A7.0 <br />REVISIONS <br />NO. DATE DESCRIPTION <br />A <br />PROJECT NUMBER: <br />RELEASE DATE: <br />DOOR SCHEDULES <br />16018 <br />03/31/2016 <br />A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. <br />HOLLOW METAL FRAME TO BE 16 GA MIN. <br />6 5 4 3 2 1 <br />GENERAL NOTES <br />1. ENTRY & EGRESS DOORS SHALL HAVE EXITING AT ALL TIMES W/O THE USE OF A KEY. <br />2. REFERENCE DETAIL 17/A7.0 FOR INTERIOR NON-LOADBEARING PARTITION HEADER SCHEDULE. <br />DOOR HARDWARE SCHEDULE - DOOR HARDWARE (EXCLUDING KAWNEER) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR <br />PAIR 3'- 0" X 7' - 0" KAWNEER CUSTOM DOORS <br />HARDWARE SET KAWNEER CONTACT INFO. <br />CONTACT: CHERYL WILKERSON CHERYL.WILKERSON@ALCOA.COM 317.771.9263 P <br />STOREFRONT CONTRACTOR SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. <br />HARDWARE SET NO. 1 (ENTRY DOOR) <br />2 PAIR KAWNEER STANDARD BUTT HINGES (4 PER LEAF) <br />KAWNEER STANDARD MS DEADBOLT WITH (1) KAWNEER CYLINDER W/ READABLE LOCK/UNLOCK INDICATOR (1) ADAMS-RITE 4089 (ACTIVE LEAF) <br />KAWNEER STEEL TIP FLUSHBOLTS (INACTIVE LEAF) (PART #50-079) <br />KAWNEER CO-9 / CP SINGLE ACTING PUSH & PULL HARDWARE, US32D FINISH <br />NORTON 1601 SURFACE CLOSE, WITH BACKCHECK, WITHOUT HOLD OPEN <br />KAWNEER STANDARD 1/2" X 4" MILL FINISH ALUMINUM THRESHOLD <br />HARDWARE SET NO.2 (REAR EXIT) <br />REFERENCE NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR ACTUAL DOOR AND FRAME SIZE. <br />HARDWARE SET NO.3 (BACKROOM) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET 4608LN YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />3 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.4 (OFFICE) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET W/ 4608LN W/D212 YALE <br />DEAD BOLT & <br />THUMB LATCH <br />1 EA. STOP FS13 W/ R14 RISER 26D IVES <br />2 EA. DOOR VIEWER U-10348 DEFENDER SECURITY <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />2 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.5 DOOR (RESTROOM) <br />1-1/2 PAIR BUTTS TA2714 4-1/2" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. PRIVACY SET 4602LN YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. STOP FS13 W/ R14 RISER 26D IVES <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />1 EA. COAT HOOK 8425 ASI <br />HARDWARE SET NO.6 (CDC TOTE) <br />1-1/2 PAIR BUTTS TA2714 4-112" X 4-1/2" NRP 26D MCKINNEY <br />1 EA. LOCK SET 4608L YALE <br />1 EA. CLOSER 4031 HEAVY DUTY AL UNIVERSAL HARDWARE <br />1 EA. KICK PLATE 30" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY <br />HARDWARE SET NO.7 (ELECTRICAL) <br />REFERENCE NOA LIST ON CODE COMPLIANCE SHEET AND NOA DOCUMENTATION FOR BILL OF MATERIALS. PROVIDE MATERIALS AS REQUIRED FOR <br />ACTUAL DOOR AND FRAME SIZE. <br />16 <br />A7.0 <br />2" 3'- 0" 2" <br />N <br />/ <br />/ <br />DOOR — <br />.E ,' SIGN <br />103 ,' REF <br />' 2/A2.0 <br />/ <br />/ <br />/ <br />811 <br />/ MAX <br />\ <br />KICK PLATE <br />� Q � <br />16 <br />A7.0 <br />5 <br />HOLLOW METAL <br />RESTROOM <br />C' <br />c <br />F <br />6 <br />HOLLOW METAL <br />CDC TOTE <br />6 <br />A7.0 <br />2" 3'-0" 3'-0" 2" <br />N <br />12 <br />/ <br />7 <br />HOLLOW METAL <br />ELECTRICAL <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 />IF,Drawings and Specifications as instruments ofservice 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 />101 <br />O <br />QN <br />�z <br />N <br />LLJ <br />O M Q <br />M Z) r., <br />� o rn <br />0 m <br />_J <br />CC LL <br />2 <br />_ U <br />C Z <br />O Q <br />o U <br />W CL <br />a:U <br />IIII M z <br />O <br />V <br />rel <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 />7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />A7.0 <br />REVISIONS <br />NO. DATE DESCRIPTION <br />A <br />PROJECT NUMBER: <br />RELEASE DATE: <br />DOOR SCHEDULES <br />16018 <br />03/31/2016 <br />A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. <br />HOLLOW METAL FRAME TO BE 16 GA MIN. <br />6 5 4 3 2 1 <br />7 <br />HOLLOW METAL <br />ELECTRICAL <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 />IF,Drawings and Specifications as instruments ofservice 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 />101 <br />O <br />QN <br />�z <br />N <br />LLJ <br />O M Q <br />M Z) r., <br />� o rn <br />0 m <br />_J <br />CC LL <br />2 <br />_ U <br />C Z <br />O Q <br />o U <br />W CL <br />a:U <br />IIII M z <br />O <br />V <br />rel <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 />7 DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />A7.0 <br />REVISIONS <br />NO. DATE DESCRIPTION <br />A <br />PROJECT NUMBER: <br />RELEASE DATE: <br />DOOR SCHEDULES <br />16018 <br />03/31/2016 <br />A31 J 1/2" =1'-0" NOTE: HOLLOW METAL DOOR PANEL TO BE 18 GA MIN. <br />HOLLOW METAL FRAME TO BE 16 GA MIN. <br />6 5 4 3 2 1 <br />