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461 Atlantic Blvd - ABBQ - Final DRWGS (Arch Copy)V J J \/W 1� w a. O 0 z H cn w 0 u- 0 O Z O H cH G Ce Lu CL z w Lu Ce CL w w F- F - 0 HO h- Q a Z H rY O Lu J O z H w V 0 a W w Lu co ce- >w W z J J Q Z F- 0 0 z ¢ V J J w F- a. a O O V z (7 H Lu n LL O Lt a O CL Lu 1-- V) H D Z w V > w LL O z w E D z H z H 0 z H C1 0 V) H I— ABBQ RESTAURAN F Atlantic Beach, Florida RECEIVED REQUIREMENTS AND CONDITIONS ��-- REVIEWED BY:.DATE: V I 1 �L O _a so F—ma oil ET Im Q Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r 6.21017 PROJECT NO: 16111 COVER FC SHEET PERMIT SET GOOO U J w w a O V z V LU 0 LL O z O LU CL z LU rz I]C V) in U.1 IY CL X w W F- O 2 ce Q a z cc O w J O z 0 LU V 0 O IY CL LU ce U.1 M w z J J Q V) 0 z Q J J LLL QH W a O V z W 0 LL O W a O IY a w F- U) cn z Q w U Ce W V) LL - O z w I - u z 1-4z a u, z 0 u, I - GENERAL NOTES CODE & ZONING DRAWING INDEX 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY 16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPE ITE WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO QUIETLY AND BE FREE OF VIBRATION. CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUES AND ORDINANCES. 17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE 18. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. 19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING UNLESS NOTED OTHERWISE. OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY FOR MATERIAL TRANSPORT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND 20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF DEBRIS. SPECIFIED FINISHES. 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES SPECIFIED. CONCERNING THE USE OF UNION LABOR. 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE 5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND INSTALLATION OF SPECIFIED FLOOR FINISH( -ES). CAULK ALL FLOOR JOINTS AT VERTICAL CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY SURFACES; COLOR TO MATCH FINISH OF ADJACENT MATERIAL. DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL. 6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY SUPPORTED ELEMENTS INCLUDING MILLWORK E UIPMENT FIXT PROJECT DESCRIPTION Project Description ABBQ Restaurant Location 461 Atlantic Blvd, Atlantic Beach, FL 32233 Zoning CG - Commercial General BUILDING OFFICIALS AND APPLICABLE CODES Building Code Official Dan Arlington Fire Marshall Captain James Groff Building Code FBC 2014 STH ADDITION - Building Plumbing Code FBC 2014 STH ADDITION - Plumbing Electrical Code NEC 2011 - Electrical Mechanical Code FBC 2014 5TH ADDITION - Mechanical Life Safety (Fire) Code Florida Fire Prevention Code 5th Addition - NFPA 1, Fire Code, 2012 Edition & NFPA n101, Life Safety Code, 2012 Edition. Accessibility Cale 2014 Florida Accessibility Code for Building Construction GENERAL G000 COVER SHEET G001 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G002 ACCESSIBILITY CIVIL UNDER SEPARATE BINDER ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A011 SLAB PLAN Q ORES AND FURNITLIKE. OTHER TRADES. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. A101 OVERALL FLOOR PLAN 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL 24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER TRADES UNDER THEIR JURISDICTION. PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETE121, 8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN 25. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER RECOMMENDATIONS AND INSTRUCTIONS. REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER REP WILL COMPILE A "PUNCH LIST' OF CORRECTIONS NEEDED, OF UNSATISFACTORY AND/OR 9. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. SAMPLES OF ALL FINISH INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL MATERIALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL, INCLUDING PAINT SAMPLE. COMPLETION OF THE PUNCH LIST ANY FINISHES THAT ARE PURCHASED BEFORE APPROVAL AND ARE SUBSEQUENTLY REJECTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO SUBSTITUTIONS WILL BE CONSIDERED 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER Occupancy Classification FOR PRODUCTS OR METHODS THAT CANNOT BE PROVIDED AS A RESULT OF CONTRACTOR'S TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS Construction Type (Table 601) FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER, PURSUE THE WORK PROMPTLY, OR TO CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE Exit Access Travel Distance (Table 1016.1) COORDINATE THE VARIOUS ACTIVITIES PROPERLY. DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. Dead End Corridor Limit (1017.3) THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FROM REQUIREMENTS OF Min. Exit Corridor Width (1017.2) THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, 27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANTS REPRESENTATIVE 0 Hour PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDI14ATION 1,408 SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMES MEETINGS OR INSTALLATIONS. FURNITURE PLAN OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC 3 DEVIATION PARTIAL REFLECTED CEILING PLAN OCCUPANCY AND GENERAL BUILDING REQUIREMENTS Occupancy Classification Assembly A-2 Construction Type (Table 601) V -B Exit Access Travel Distance (Table 1016.1) 250' Dead End Corridor Limit (1017.3) 20' Min. Exit Corridor Width (1017.2) 44" FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT A102 PARTIAL FLOOR PLAN Primary Structural Frame (Table601) 0 Hour A103 Bearing Wall (Table 601) 0 Hour PROVIDED Roof Construction (Table 601) 0 Hour 15 Gross 28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION A311 WALL SECTIONS WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT' ARE USED, ARCHITECT RATING. TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 29. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOMINAL UNLESS OTHERWISE INDICATED. NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 30. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS OTHERWISE. WORK UNLESS OTHERWISE NOTED. 31. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. ENGINEERING. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING 32. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. CEILINGS. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO 33. SLOPE FLOOR TILES DOWN TO FLOOR DRAINS IN KITCHEN, BAR, AND RESTROOMS. GOVERN OVER SMALLER SCALE DRAWINGS. 34. THIS PROJECT IS REQUIRED TO BE SPRINKLERED. 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. BUILDING SUMMARY, OCCUPANTS AND EXITS SPACE A102 PARTIAL FLOOR PLAN SQ FT OCCUP'T LOAD A103 PARTIAL FLOOR PLAN REQUIRED STAIR WIDTH .3" PROVIDED A104 ROOF PLAN AND DETAILS 15 Gross 1,408 A105 FURNITURE PLAN M301 3 A111 PARTIAL REFLECTED CEILING PLAN A-2 EXT. 15 Gross A112 PARTIAL REFLECTED CEILING PLAN 2 M304 A121 ENLARGED KITCHEN AND BAR PLANS 28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION A311 WALL SECTIONS WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT' ARE USED, ARCHITECT RATING. TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 29. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOMINAL UNLESS OTHERWISE INDICATED. NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 30. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS OTHERWISE. WORK UNLESS OTHERWISE NOTED. 31. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. ENGINEERING. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING 32. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. CEILINGS. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO 33. SLOPE FLOOR TILES DOWN TO FLOOR DRAINS IN KITCHEN, BAR, AND RESTROOMS. GOVERN OVER SMALLER SCALE DRAWINGS. 34. THIS PROJECT IS REQUIRED TO BE SPRINKLERED. 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. BUILDING SUMMARY, OCCUPANTS AND EXITS SPACE OCCUPY GROUP SQ FT /REQUIRED PERSON SQ FT OCCUP'T LOAD A201 EXTERIOR ELEVATIONS REQUIRED STAIR WIDTH .3" PROVIDED A202 EXTERIOR ELEVATIONS 15 Gross 1,408 A203 EXTERIOR ELEVATIONS M301 3 A204 DELETED A-2 EXT. 15 Gross 1,787* 120 2 M304 wOz A301 BUILDING SECTIONS 28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION A311 WALL SECTIONS WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT' ARE USED, ARCHITECT RATING. TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 29. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOMINAL UNLESS OTHERWISE INDICATED. NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 30. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS OTHERWISE. WORK UNLESS OTHERWISE NOTED. 31. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. ENGINEERING. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING 32. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. CEILINGS. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO 33. SLOPE FLOOR TILES DOWN TO FLOOR DRAINS IN KITCHEN, BAR, AND RESTROOMS. GOVERN OVER SMALLER SCALE DRAWINGS. 34. THIS PROJECT IS REQUIRED TO BE SPRINKLERED. 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. BUILDING SUMMARY, OCCUPANTS AND EXITS SPACE OCCUPY GROUP SQ FT /REQUIRED PERSON SQ FT OCCUP'T LOAD EXIT WIDTH .2" PROVIDED REQUIRED STAIR WIDTH .3" PROVIDED ASSEMBLY A-2 INT. 15 Gross 1,408 94 WALL SECTIONS M301 MALE A315 ASSEMBLY A-2 EXT. 15 Gross 1,787* 120 2 M304 wOz waw BAR SEATING 1 per 24" 28' 14 CAPTIVE AIR HOOD DRAWING 3 A402 A403 RE R M ELEVATIONS AND ACCESSORIES Oklm�UTHOUSE PLANS, SECTIONS & ELEVATIONS 4 KITCHEN 100 Gross 1,360 7 INTERIOR E A ONS p0 V5� rYO� A405 BAR 200 Gross 320 2 INTERIOR ELEVATIONS �Wg Qj � p a0 A407 BUSINESS 100 Gross 120 2 INTERIOR ELEVATIONS 0 w CAPTIVE AIR HOOD DRAWING U O STORAGE 300 Gross 410 2 0 5 zpr �w 0 5 ..� z D SMOKE HOUSE 300 Gross 1,258 5 z0' '-'w � Da z OUTDOOR COVERED SEATING N/A N/A 50 Via! ��a rY O TOTAL - 4,507 296 59.2" 129.75" N/A N/A *NOT ADDED IN TOTAL OCCUPIED AREA OF BUILDING Q A601 DOOR SCHEDULE AND DETAILS MECHANICAL, ELECTRICAL & FIRE PROTECTION NOTES 1. ANY MECHANICAL, ELECTRICAL & PLUMBING INFORMATION INDICATED ON THE 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE. ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECTS WORK. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ARE BY S. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE. OTHERS. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY 6. PROVIDE EMERGENCY LIGHTING OR EMERGENCY BALLAST IN LIGHT FIXTURES AS CALCULATIONS IF REQUIRED FOR PERMITTING. REQUIRED TO MEET CODE REQUIREMENTS FOR EMERGENCY LIGHTING. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE 7. PROVIDE 1-1/4" CONDUIT FOR TELEPHONE SERVICE. PROVIDE PHONE BACKBOARD, INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. GROUND AND OUTLET IN PHONE ROOM OR AS INDICATED. 3. ALL SYSTEMS SHAI I CnMPI Y ANI) RF RFVTFWFn RV TNF Al ITI nTAIr_ f-IMIIUCD nGCTr--n1 Q -rUTC C rM if rl ME TC ncni ITnr!M r^ nr -T-1. -- --- ��..... .-- .. . - PLUMBING FIXTURE COUNT A611 ~FOUNTAINS WATER CLOSETS LAVATORIES A312 WALL SECTIONS jj a A313 WALL SECTIONS MALE FEMALE A314 WALL SECTIONS M301 MALE A315 WALL SECTIONS LU z A316 ROOF/WALL SECTION AND DETAILS LU 00-I M304 wOz waw M305 CAPTIVE AIR HOOD DRAWING A401 RESTROOMS PLANS AND ACCESSORIES CAPTIVE AIR HOOD DRAWING 3 A402 A403 RE R M ELEVATIONS AND ACCESSORIES Oklm�UTHOUSE PLANS, SECTIONS & ELEVATIONS 4 M308 CAPTIVE AIR HOOD DRAWING A404 INTERIOR E A ONS p0 V5� rYO� A405 INTERIOR ELEVATIONS w 0 A406 INTERIOR ELEVATIONS �Wg Qj � p a0 A407 INTERIOR ELEVATIONS 0 0 w A408 INTERIOR ELEVATIONS *NOT ADDED IN TOTAL OCCUPIED AREA OF BUILDING Q A601 DOOR SCHEDULE AND DETAILS MECHANICAL, ELECTRICAL & FIRE PROTECTION NOTES 1. ANY MECHANICAL, ELECTRICAL & PLUMBING INFORMATION INDICATED ON THE 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE. ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECTS WORK. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ARE BY S. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE. OTHERS. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY 6. PROVIDE EMERGENCY LIGHTING OR EMERGENCY BALLAST IN LIGHT FIXTURES AS CALCULATIONS IF REQUIRED FOR PERMITTING. REQUIRED TO MEET CODE REQUIREMENTS FOR EMERGENCY LIGHTING. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE 7. PROVIDE 1-1/4" CONDUIT FOR TELEPHONE SERVICE. PROVIDE PHONE BACKBOARD, INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. GROUND AND OUTLET IN PHONE ROOM OR AS INDICATED. 3. ALL SYSTEMS SHAI I CnMPI Y ANI) RF RFVTFWFn RV TNF Al ITI nTAIr_ f-IMIIUCD nGCTr--n1 Q -rUTC C rM if rl ME TC ncni ITnr!M r^ nr -T-1. -- --- ��..... .-- .. . - PLUMBING FIXTURE COUNT A611 ~FOUNTAINS WATER CLOSETS LAVATORIES DRINKING WINDOW DETAILS jj a 17U w MALE FEMALE HVAC DETAILS M301 MALE FEMALE INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS LU z C=j0 00z UJ LU 00-I M304 wOz waw M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 crnnr-n m w 1 M308 CAPTIVE AIR HOOD DRAWING Qa v p0 V5� rYO� USW a�w 0 w 0 w CAPTIVE AIR HOOD DRAWING �Wg Qj � p a0 O w 0 0 w LU az p 0 w CAPTIVE AIR HOOD DRAWING U O Q I- waw f-wa w0' I- w ZO' �w 0 5 zpr �w 0 5 ..� z D >aW gUJ0- >O+� gw� zCY '-'w �� 0 5 z0' '-'w � Da z 0 PLUMBING O Via! ��a rY O Cr. O ENLARGED PLUMBING PLAN w cc P401 � �woe PLUMBING DETAILS dU �w 0 2 .� ._, E100 SITE ELECTRICAL NOTES AND DETAILS E101 FLOOR PLAN LIGHTING, SCHEDULE & NOTES E102 FLOOR PLAN POWER & SYSTEMS & NOTES E103 ROOF PLAN ELECTRICAL NOTES & DETAILS a ENLARGED KITCHEN & BAR PLANS AND NOTES a � O E302 a TOTAL 296 75/75 2 2 2 2 1 200/200 2 3 2 3 NA o tio�e .4 0 ILL U N In m 0 4-0 C: CU Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 4 ASI 6 11.2.2018 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 A611 WINDOW ELEVATIONS M101 HVAC FLOOR PLAN A612 WINDOW DETAILS HVAC ROOF PLAN A613 WINDOW DETAILS M202 HVAC DETAILS M301 CAPTIVE AIR HOOD DRAWING A701 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS CAPTIVE AIR HOOD DRAWING A702 FINISH DISTRIBUTION PLAN M304 CAPTIVE AIR HOOD DRAWING M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 crnnr-n m w 1 o tio�e .4 0 ILL U N In m 0 4-0 C: CU Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 4 ASI 6 11.2.2018 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 MECHANICAL M101 HVAC FLOOR PLAN M102 HVAC ROOF PLAN M201 HVAC SCHEDULES & DETAILS M202 HVAC DETAILS M301 CAPTIVE AIR HOOD DRAWING M302 CAPTIVE AIR HOOD DRAWING M303 CAPTIVE AIR HOOD DRAWING M304 CAPTIVE AIR HOOD DRAWING M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 CAPTIVE AIR HOOD DRAWING M308 CAPTIVE AIR HOOD DRAWING M309 CAPTIVE AIR HOOD DRAWING M310 CAPTIVE AIR HOOD DRAWING M311 CAPTIVE AIR HOOD DRAWING M312 CAPTIVE AIR HOOD DRAWING M313 CAPTIVE AIR HOOD DRAWING M314 CAPTIVE AIR HOOD DRAWING M315 CAPTIVE AIR HOOD DRAWING M316 CAPTIVE AIR HOOD DRAWING M317 CAPTIVE AIR HOOD DRAWING M318 CAPTIVE AIR HOOD DRAWING M319 CAPTIVE AIR HOOD DRAWING M320 CAPTIVE AIR HOOD DRAWING M321 CAPTIVE AIR HOOD DRAWING M322 CAPTIVE AIR HOOD DRAWING M323 CAPTIVE AIR HOOD DRAWING M324 CAPTIVE AIR HOOD DRAWING PLUMBING P101 PLUMBING FLOOR PLAN P102 PLUMBING ROOF PLAN P201 ENLARGED PLUMBING PLAN P202 ENLARGED PLUMBING PLAN P301 PLUMBING RISER DIAGRAMS P401 PLUMBING LEGEND, SCHEDULE & MISC. DETAILS P402 PLUMBING DETAILS P403 PLUMBING DETAILS ELECTRICAL E100 SITE ELECTRICAL NOTES AND DETAILS E101 FLOOR PLAN LIGHTING, SCHEDULE & NOTES E102 FLOOR PLAN POWER & SYSTEMS & NOTES E103 ROOF PLAN ELECTRICAL NOTES & DETAILS E201 ENLARGED KITCHEN & BAR PLANS AND NOTES E301 KITCHEN SCHEDULE NOTES & DETAILS E302 POWER RISER, PNL SCHEDULES AND CALL. E401 ELECTRICAL DETAILS AND NOTES E501 LIGHTING SCHEDULE AND ELEC LEGEND FIRE PROTECTION FP101 FIRE PROTECTION "A TO M" PLAN LANDSCAPE ARCHITECTURE UNDER SEPARATE BINDER FOOD SERVICE UNDER SEPARATE BINDER o tio�e .4 0 ILL U N In m 0 4-0 C: CU Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 4 ASI 6 11.2.2018 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 z i to U. J W Q� CC W a O O V Z w 0 u- 0 z O U0 CM G w 0- z z W Lu xa iW w H O C a z ev O LuJ z Lu V R a w LY LL m LY Lu z J J to 0 z ¢ V J Lu w CL O O V z 0 W 0 LL O w a 0 a w F- 0 z w U w N u- 0 z w D ce H z z V) z F - 18" MIN. FRONT APPROACH FROM PULL SIDE HINGE SIDE APPROACH FROM PULL SIDE X=36" MIN. IF Y= 60'; X=42" MIN. IF Y=54" d- M IF DOOR HAS BOTH LATCH AND CLOSER r-- F X I z i24" MIN. 00 LATCH SIDE APPROACH FROM PULL SIDE Y=54" MIN. IF DOOR HAS CLOSER >1011-2011 MAX 01 OBSTRUCTED SIDE REACH 99 X 24" MIN. I« r N I 22" MIN. FRONT APPROACH FROM PUSH SIDE LATCH SIDE APPROACH FROM PUSH SIDE HINGE SIDE APPROACH FROM PUSH SIDE Y=48" MIN. IF DOOR HAS CLOSER Y=48" MIN. IF DOOR HAS BOTH LATCH AND CLOSER N z 11" 01 MIN KNEE CLEARANCE (ELEVATION) 00 V- g M 10" MAX OBSTRUCTED SIDE REACH KNEE CLEARANCE (PLAN) 1011 10 e - MAX UNOBSTRUCTED SIDE REACH 00 TOE CLEARANCE (ELEVATION) 17"-25" o I El M 48" TOE CLEARANCE (PLAN) DOORS IN SERIES 48" 01 SIDE APPROACH MANEUVERING CLEARANCES AT DOORS 30" FORWARD APPROACH MANEUVERING CLEARANCES AT APPLIANCES, LAVATORIES AND SINKS 15" MIN 00 V- 16"-18" Io Ln CLEAR FLOOR SPACE AT WHEEL CHAIR ACCESSIBLE WATER CLOSETS Cu 'II .O ou- DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING 36" MIN.01 TBD 54" MIN. 2'-0" >20"-25" 20" 1'-0" 42" MIN. INTERIOR DESIGN CIAX MIN.] MIN. COOPERATIVE LLC MAX MAX MIN. MIN. MIN. BLOCKING --7 � s 00 CD BLOCKING M M z z - - Z --- Ln p 18. 017 fir Al OBSTRUCTED OBSTRUCTED UNOBSTRUCTED NOTE: BLOCKING MATERIAL SHALL BE OF WOOD 2X12 LUMBER OR OTHER MATERIAL CAPABLE OF �R FORWARD REACH FORWARD REACH FORWARD REACH SUPPORTING A MINIMUM LOAD OF 250 LBS.UANC 41 is IF— Mp V-3" MIN. GRAB BAR MOUNTING STANDARDS u"►v sa�Eyc�t ► NOTE: THIS PROJECT WAS DESIGNED TO BE COMPLIANT WITH FLORIDA BUILDING CODE 5TH EDITION (2014) ACCESSIBILITY. NOTE: MOUNTING HEIGHTS ARE FOR ACCESSIBLE FIXTURES. FOR STANDARD MOUNTING HEIGHTS, USE MANUFACTURER'S RECOMMENDATIONS. \\ 13 1/2" MIN. I 400 LAVATORY AND MIRROR URINAL TOILET ACCESSORY, LAVATORY AND URINAL MOUNTING STANDARDS PERMIT SET ECT NO: 16111 ACCESSIBILITY G002 J uJ Q 0 V z u.t D tL. z 0 Lu 0- z Lu z G uu 0- x Lu ul F— 12 a z or O w J O z Lu U O tY a W w Lu m LIG to �W z J 4 z Q J J Lu 9 w CL O 0 z Lu in LLO va a O w C. Lu F— z Q W U Elu u - O I— z Lu Ce z z 4 z 0 _ F— SEE FLOOR PLAN FOR LOCATION OF F.E. WALL CABINET . I i L I I I I 1 I IYA L ----J I � I I STUD WALL AS O SCHEDULED CABINET fV TI 101 FIRE EXTINGUISHER CABINET SCALE: 3/4" = 1'•-0" ADJACENT BUILDING SCALE: 1/8" = 1`-0" 19/16"1 L 13/4" 65 318" 13/4"11, 19/16" 1 CLEAR WIDTH DOOR EXIT CAPACITY: 65.375" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 326 OCCUPANTS PAIR OF 36" STOREFRONT DOORS Ukm MUM DOOR EXIT CAPACITY: 32.1875" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 160 OCCUPANTS SINGLE 36" STOREFRONT DOOR TYPICAL DOOR CAPACITY DETAIL SCALE: 3/4" = V-0" OCCUPIED AREA TABULATION BAR (COMMERCIAL) 320 SF 200 GR 2 BAR (SEATS) 28` 1 PER 24" 14 COMMERCIAL KITCHEN 1,360 SF 200 GR 7 BUSINESS 120 SF 100 GR 2 ASSEMBLY (A-2) 1,408 SF 15 NET 94 STORAGE 410 SF 300 GR 2 SMOKE HOUSE 1,258 SF 300 GR 5 OUTSIDE COVERED SEATING 50 TOTAL OCCUPANCY 176 TOTAL SEATING 160 NOTES: 1. THIS PROJECT IS SPRINKLERED. THE OUTDOOR COVERED PORTION WILL BE PROTECTED BY A DRY SYSTEM. THE SMOKE HOUSE WILL REQUIRE HIGH TEMPERATURE HEADS. FIRE PROTECTION DESIGN AND LAYOUT TO BE PROVIDED BY FIRE PROTECTION SUBCONTRACTOR. FINAL LAYOUT TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 2. TOTAL OCCUPANT LOAD IS LESS THAN 300, SO NO VOICE EVAC SYSTEM REQUIRED (2000 LIFE SAFETY CODE, SECTION 12.3.4.1) 3. THIS PROJECT WAS DESIGNED TO BE COMPLIANT WITH STH ADDITION 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. PROPERTY LINE !�i PERMIT SET rx O LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rids Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CML ENGINEERING BAKER KLEIN ENGINEERING 904356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC h; DATE: 8.18,2017 1 REVIEW COMMENTS 9.12017 PROJECT NO: 16111 LIFE SAFETY PLAN G1 01 J J LLJ w a O U z W 0 LL O z O 1-4 V) �G w CL z Lu V) V) W tY a w W 2 I-- D H H a z oC O Lu J z W V O oG a w oC w m w w > Cu z J J Q H z Q J J w H W 0- 0 O 0 z W in u - O w a a W N 4 in z Q W U tY w V) u- 0 z Lu F- V) z z z C1 0 51/2" 9" �— 6"x 6" STEEL TUBE SWING GATE WHEEL POST - PAINT, P-3 TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP n 3"x 3" STEEL TUBE - PAINT, P-3 STEEL GATE HINGES, WELDED 3"x 3" STEEL TUBE - TO TWO (2) 3"x 3" STEEL PAINT, P-3 TUBE POST -PAINT, P-3 WELD FLATTENED EXPANDED METAL MESH WELDED TO STEEL TUBES - CUT GATEDETAIL AROUND BOLTS 6 SCALE: 3/4" = V-0" T-9 1/2" MESH NOT SHOWN FOR CLARITY ---] 14'-6" a N l� l� 3"x 3" STEEL TUBES - n PAINT, P-3 to fV � - SEE DETAILS 1/A001 3"x 3" STEEL TUBES - PAINT, P-3 C? th N rn N J 0 O fV C? O Cn N cli N n c 51/2" 9" �— 6"x 6" STEEL TUBE SWING GATE WHEEL POST - PAINT, P-3 TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP n 3"x 3" STEEL TUBE - PAINT, P-3 STEEL GATE HINGES, WELDED 3"x 3" STEEL TUBE - TO TWO (2) 3"x 3" STEEL PAINT, P-3 TUBE POST -PAINT, P-3 WELD FLATTENED EXPANDED METAL MESH WELDED TO STEEL TUBES - CUT GATEDETAIL AROUND BOLTS 6 SCALE: 3/4" = V-0" T-9 1/2" MESH NOT SHOWN FOR CLARITY ---] 14'-6" WELD FLATTENED EXPANDED METAL MESH WELDED TO STEEL TUBES - PAINT, P-3 6"x 6" STEEL SWING GATE TUBES WHEEL STEEL GATES ELEVATION SCALE: 3/8" = V-0" 8" NOMINAL CMU - PAINT, P-2 3"x 3" EMBEDDED STEEL TUBE POST 6" CONC CURB — 3'-10" PROVIDE PADLOCK LATCH 1DELETED 4 1 DELETED 3 ---- FASTEN KDAI WOOD SLATS TO CMU - STAIN, STN -2 1" GAP - TYP `- FASTEN WOOD TO STEEL POSTS W/ 1 1/4" #2 SIMPSON STRONGTIE QUIKDR[VE WOOD -TO -STEEL FLAT HEAD SCREWS - TYP — STEEL GATE HINGES, WELDED TO STEEL TUBE POST (3 PER GATE) - PAINT, P-3 SWING GATE WHEEL TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP 3"x 3" STEEL TUBE - PAINT, P-3 3"x 3" STEEL TUBE - PAINT, P-3 SCREEN WAL�LG AT�EDE TAIL SCALE: 3/4" = V-0" V _ 10'-0„ T-8" HIGH CMU WALL W/ 4" HIGH SOLID CMU 5 1/2" CAP - PAINT, P-2 a o l� l� 3"x 3" STEEL TUBES - 8" NOMINAL CMU PAINT, P-3 DUMPSTER ENCLOSURE � WELD FLATTENED EXPANDED METAL MESH WELDED TO STEEL TUBES - PAINT, P-3 6"x 6" STEEL SWING GATE TUBES WHEEL STEEL GATES ELEVATION SCALE: 3/8" = V-0" 8" NOMINAL CMU - PAINT, P-2 3"x 3" EMBEDDED STEEL TUBE POST 6" CONC CURB — 3'-10" PROVIDE PADLOCK LATCH 1DELETED 4 1 DELETED 3 ---- FASTEN KDAI WOOD SLATS TO CMU - STAIN, STN -2 1" GAP - TYP `- FASTEN WOOD TO STEEL POSTS W/ 1 1/4" #2 SIMPSON STRONGTIE QUIKDR[VE WOOD -TO -STEEL FLAT HEAD SCREWS - TYP — STEEL GATE HINGES, WELDED TO STEEL TUBE POST (3 PER GATE) - PAINT, P-3 SWING GATE WHEEL TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP 3"x 3" STEEL TUBE - PAINT, P-3 3"x 3" STEEL TUBE - PAINT, P-3 SCREEN WAL�LG AT�EDE TAIL SCALE: 3/4" = V-0" V _ 10'-0„ T-8" HIGH CMU WALL W/ 4" HIGH SOLID CMU 5 1/2" CAP - PAINT, P-2 NOTE: NO "RANDOM" SWING GATE MISSING SLATS ON WHEEL 2x WOOD SLATS - DUMPSTER ENCLOSURE STAIN, STN -2 SCREEN WALL GATE ELEVATION 1 SCALE: 3/8" = V-0" NOTE: SEE CML DRAWINGS FOR SITE DESIGN & CONSTRUCTION. SEE LANDSCAPE PLAN FOR LANDSCAPE PLAN AND CONSTRUCTION. S T U R D I V A N T A V E N U E 3'-4' GAI E - w 14' GATE v o w I CONC. N U-DRIVEM 0 8 o o C 5'-3"15'-11 1/2" .I C N DS l� l� J v z 8" NOMINAL CMU L-22 DUMPSTER ENCLOSURE � - SEE DETAILS 1/A001 3"x 3" STEEL TUBES - PAINT, P-3 _ _con fV aI rn N J 0 O C? O Cn N cli N fo c DS / rn N I a NOTE: NO "RANDOM" SWING GATE MISSING SLATS ON WHEEL 2x WOOD SLATS - DUMPSTER ENCLOSURE STAIN, STN -2 SCREEN WALL GATE ELEVATION 1 SCALE: 3/8" = V-0" NOTE: SEE CML DRAWINGS FOR SITE DESIGN & CONSTRUCTION. SEE LANDSCAPE PLAN FOR LANDSCAPE PLAN AND CONSTRUCTION. S T U R D I V A N T A V E N U E 3'-4' GAI E - w 14' GATE v o w I CONC. N U-DRIVEM 0 8 o o C 5'-3"15'-11 1/2" .I PROPERTY LINE 105.00' X-4" GATE — WOOD FENCE 10` SETBACK 8'-2" 36-13/4" E Y o 0 0 0 0 Ch 9.09 Ln 0 1'-7" J R.II21 U (9 z uj Z z z Ce 'V- 7.75 b? 0 NOTE: SEE CML FOR SLOPES / AND SPOT ELEVATIONS 23'-0" DS l� l� J v z 8" NOMINAL CMU L-22 DUMPSTER ENCLOSURE � - SEE DETAILS 1/A001 & 2/A001 aI rn N J 0 O C? Cn N fo Z DS rn N I a 8.85 N rY a rn N, I J PROPERTY LINE 105.00' X-4" GATE — WOOD FENCE 10` SETBACK 8'-2" 36-13/4" E Y o 0 0 0 0 Ch 9.09 Ln 0 1'-7" J R.II21 U (9 z uj Z z z Ce 'V- 7.75 b? 0 NOTE: SEE CML FOR SLOPES / AND SPOT ELEVATIONS 23'-0" f o O N J " N lad L-29 io 23'-0" 6'-711,L 76'-6" L 47-11" A T L A N T I C B O U L E V A R D ARCH ITECTU RAL SITE PLAN A` SCALE: 1/16" = V-0" `v NoI 30 TO eU� R MENS PERMIT SET _O LL s U In cu m DESIGN/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC .3 • DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT C NO: 16111 ARCHITECTURAL SITE PLAN A00 1 PROVIDE TWO BOLLARDS 8" NOMINAL CMU L-22 DUMPSTER ENCLOSURE - SEE DETAILS 1/A001 & 2/A001 rn N J 0 O O N fo rn N J I c N J rn N, J o Y U Q H w in ;- - L-29 ON 14-4- 4'-0"TALL6x61 116,61 WOOD POLE @ 25'-0" O.C. - TYP In, .,w ON N Z J ui CL a f o O N J " N lad L-29 io 23'-0" 6'-711,L 76'-6" L 47-11" A T L A N T I C B O U L E V A R D ARCH ITECTU RAL SITE PLAN A` SCALE: 1/16" = V-0" `v NoI 30 TO eU� R MENS PERMIT SET _O LL s U In cu m DESIGN/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC .3 • DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT C NO: 16111 ARCHITECTURAL SITE PLAN A00 1 U J LIJ J W a O O V Z u w w O z O, ,1 84 -0 83'-0" 9'-8" 8'-6" CONCRETE EQUIPMENT PAD 4'-411 W 78 -8 a 1'-7"18'-7" 2'-3" 6'-4111 24'-8" Z Lu MONOLITHIC FOOTING - 0'-4" SEE STRUCTURAL T/O CONC N CONC CURB c ^� Lu CL % / ,FDS o, / FS � �o ®FS HD X i i� i / / _ j �. Cn in -0'-1 1/2„ 2 9 //7-b "' i�,r--op, 1 1/2" ® TD * T/0 SLAB - 6'-6" SHADED AREA DEPICTS H 2'-7"' ,7r_7u r' Ni"' inn ,N-, ,- rr ; LOCATION OF MASONRY ON 1 0 TOP OF SLAB A i 5 -0'91511M 53 -011+ 2 e. 2 MONOLITHIC ' j'�� / � i FS FS 7'_4" 10'-8" BL 4, 51. FOOTING - SEE; i� i ' �, 0r, / ,_ „ ,_ „ 0'-1 1/2„ 1, - _ ^� z STRUCTURAL" 2 6 2 1 11 _ 2"-1011 O So T/O StA6 � T/O SLAB o / ; _ `_Q o oO CONCRETE SIDEWALK ' , TD N �-+ ® FD ^� FD 021 1/ o rn CONC CURB �/ / / o ® FD IS Nt- COORDINATE TOILET DRAIN ' M MS® _ SSL I $r. MONOLITHIC FOOTING - 4" HIGH CURB TYP. Z AT FOOTING COLUMN _ �; 11" 12'-3" 5'-3" 5'-9" 23'-4" 00 1r RAMP DOWN 3 1 2° SEE STRUCTURAL FOOTING LOCATION7 8 -10 / /TD = „ J / i20'-7" i; M 1 , 1n o, 2T-411 23'-0" 1� 0,1 - -0 -4 00 O o 10 FO / i ,1'-2" _ ® fn M T/0 CONC WALK z ' /, i , ' ry a, — — -4 N2,_5„D i '” ®FD FD ® _ FD -o — — o %5'-7"i z N -0'-11/211 15/81— ;' M , N %i�S-_ T O SLAB / M '-' -01_411 00 00 ^' — — ®F-5 =T , _ T/0 SLAB DEEPENED EDGI"AT /m-/ / i i � / ; � � � � � � � Z I10„ `t 0D STEP �? ,N �i// / / O O r i 11. o i STEEL DWS / _ „ = 8 1 4 r \x i / % / / ST / - 4 STEP DOWN HIGH CURB P. d' rn t / 8 -$ 2-6" 9 �j�i<' / 20'-6" �, i / COLt1MiV� 2T-10" 'COLUfit� '` „ / / N o w io C 23 -9 F- ;' i ^ STEP DOWN - m i j SEE STRUCT�1R�i j MONOLITFIIG,% V VARIES W/ SLOPE �f ///� /' FOOTING SIZES A j / / / 'FORTING -SEE' TD® � �-� E i �' / 'STRUCTURAL ®TD TD o / INFORCE E- P ,.-, w CONC,CIRB.� S / R — — �' > ; DETAIL 7/A612 ' / ' j i % / r. ; j/ _ — \ °' - —�- — Z oo N / �� n] —�- — — �- cn >. % i // ' N '/� "�, a y/� �: A, .-a / i ; /,T/O SLAB / .- 11 Q I i` i � 334 /T _ \ �� `\ � / 1 1r i ' , 2 3 1 811 .� \ " co ,. �, I „ _ y 54 -0 % i ; ' / ,/ ' 21'-0 7 8" f / / _ - 7'-0" 7'-0" T-0" T-011 1 „ r_ 11 ,_ 11 ,1 3 3 4„ to fi, d' ;: ; 0 ,-, 0 7 0 7 -0 / �SLOPE DN 1" i' H = i 4" d i � 7 -0 7 �; 12,-4" ,, � k/ 1/ � � i 8 r LIMN � � h / ./ DEEPENED EDGE AT ; f� ;� / MONOLITHIC FOOTING - Z i� M / / i ' -/ / i % STEPDOW'NS - TYP .1 /,, i i ,, ;. � , Q - X > y i / i' / i 3 -5 �/ , 14'-5" EE STRUCTURAL X i ii /'i' / — S f NOTE: J _ x CONCRETE SLAB -,SEE ! r+ FS TN%� C ALL PROPERTY MARKERS SHALL BE EXPOSED w i / ,-, r1, i 0 i / Si RUCTURAL'FOR THIO ' / I- "' d- x. OPE DOWN 1 _ AND A STRING STRETCHED FROM MARKER TO MONOLITHIC!, / ? / in f 9'-0" �o ® FS® ,� `: iO MARKER TO VERIFY REQUIRED SETBACKS. I-- AND'REINFCACEMFNT 1, FD ,1 „ yn _ FOOTING -SEE/j " 1-4 2 -0 8 -0 1-0 co v ,v ,• w — -1 /' STRUCTURAL j // //' ;i'� / c _ N n'' ,x" — a0 _ *� i / , ,' % % %'Ln ® FS B ° 5'-1011 °c O 4; �� / iCFiNCCURB SEE' T,�-Q"` .l N i/ / FS.-, -0'-11/2" CONS IX, x; z / / DETAIL 7/A612 J'1Oi i T/0 SLAB �t CURB "A or) P03T ��, INTEGRALLY COLORED, MECHANICALLY i / // Z 1 11 ® r „ GROUND CONCRETE W A TYPICAL,•U:N O / COARSE AGGREGATE. n / i ' 4 -5 6 -0 $T EL"� IS ®� CO UMN- y ^ FINISH: POLISHED w��i' — F LL 9'-4 1/4," \ X _ INTEGRALLY COLORED, MECHANICALLY wx� hO _ -x Y _ t % / CONCRETE W A COARSE AGGREGATE. 4' x GROUND / 40 x i ✓ 12'-7n Z , "' `�/ ` .-a `i \ t1' X •-r y ry r n y \ n \ i 1 n l r, o '; t 37.1 / xZ: \ , ,25 -2 3/$ \ �n �„ 20 -8 1/4 FINISH: HONED oo a w j. V - m co x\ o ki w >> �' i i ; �� • iX -+ oo NOTE: SEE SPECIFICATION SECTION 03360 FOR a _ _ NC AT D cn i r ;� \ O X o RETE, AGGREGATE, ,, �/� �,k ;k O ,: � I, �� � COLORED CO E AN FINISHES _ .. " Tn w Z c _ RAMP DOWN V-4 1/8" H'XI Fill QZ \ 1� 411 10'-8" 1'-4 3/4" V-7 1/2" .-, V-7 1/211 V-4 3/4" w � 1 V 1'-0'1 7'-01' 7'-0" 7'-0" 71-0" 7'-0" " 16'-0" 71-011 7 -0 71-011 71-011 71-011 111-4" '� 11-011 ~ 1 1 n 1 u r n 1 n , u w 37'-4 3/4" 19'-311 48'-8 3/411 62'-3 3/4° LL 0 z 167-8 1/4" Z Lu Ci H Z Z A C7 Z SLAB PLAN SCALE: 1/8" = 1_011 Z E-- d- � O�PP PERMIT SET Cu .L_ O LL U C cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC OP DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI2 9.20.2018 PROJECT NO: 16111 SLAB PLAN A01 1 J W W CL 0 Z (9 Lu 0 LL O Z 0 Lu CL z Lu Lu CL x Lu Lu H O 2 a Z 1-4C O Lu O z_ W V O a Lu w Lu m C w Z J J O Z V J J W F- 9 CL O 0 z Q 2 V) W 0 LL O Cew a C a w 1— N Z w V oG w LL O I— z Lu E- z z Z 0 V) 1-- 0 00 WALL TYPE SCHEDULE WALL TYPE SCHEDULE WALL TYPE SCHEDULE WALL TYPE SCHEDULE 1 6" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED <8> HEIGHT TO UNDERSIDE O3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON-RATED07 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED <08>3 5/8" & 6" (10" TOTAL WIDTH) LT GA METAL STUDS 16" OC; OF STRUCTURE HEIGHT TO EXTEND 4" ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE NON-BEARING NON -RATED SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO EXTEND 4" ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD SIDE 2: 5/8" GYP BD SIDE 2: 5/8" GYP BD SIDE 2: NONE HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO EXTEND 4" ABOVE CEILING NOTE: FURR OUT STUD 4 3/8" FROM INSIDE FACE OF CMU SIDE 2: 5/8" GYP BD <02> 2 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED HEIGHT <05>6" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED 08 6" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED HEIGHT TO UNDERSIDE OF STRUCTURE TO UNDERSIDE OF STRUCTURE HEIGHT TO 4 ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO 4" ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 2: 5/8" GYP BD SIDE 2: NONE SIDE 2: NONE HEIGHT TO UNDERSIDE OF STRUCTURE NOTE: FURR OUT STUD 6 3/8" FROM INSIDE FACE OF CMU 03 ,� 6 LT GA METAL STUDS 16 OC; NON-BEARING; NON -RATED ,� �� 06 3 5/8 LT GA METAL STUDS 16 OC; NON-BEARING; NON -RATED 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED O HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO EXTEND 4" ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD SIDE 1: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE CEILING HEIGHT TO 4" ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 2: AGAINST EXISTING BLOCK SIDE 2: NONE SIDE 2: NONE SEE NOTE ON PLAN FOR PLYWD BLOCKING REQUIRED NOTE: FURR OUT STUD 4 3/8" FROM INSIDE FACE OF CMU 84'-0" 11 83'-0" WALL TYPE GENERAL NOTES 1. SIDE 1 IS THE SIDE OF THE TAG ON THE PLAN 2. SEE INTERIOR DRAWINGS FOR WALL FINISHES 3. ALL GYPSUM BOARD TO BE 5/8" MOISTURE AND MOLD RESISTANT. USE 5/8" PLYWOOD IN LIEU OF GYP BD BEHIND CORRUGATED METAL PANELS. 4. PROVIDE SOUND ATTENUATION BATTS IN WALLS AROUND RESTROOMS, CUTTING ROOM, AND OFFICE. ACOUSTIC SEALANT AT UNDERSIDE OF DECKING. 5. PROVIDE LT GA METAL DIAGONAL KICKERS (ALTERNATING WHERE POSSIBLE) ABOVE CEILING, AS REQUIRED FOR HIGH WALLS. 6. HOLD BOTTOM OF GYPSUM WALLBOARD PANELS 1/2 -INCH ABOVE TOP OF SLAB TO PREVENT WICKING OF MOISTURE. APPLY CONTINUOUS SILICON SEALANT IN JOINT BETWEEN GYPSUM BOARD AND CONCRETE SLAB. 7. APPLY LIQUID WATERPROOFING MEMBRANE, FULL HEIGHT, ON ALL GYPSUM WALLBOARD SURFACES IN DISH PIT (110). 1 1 1 1 1 1 1 1 1 i I ' 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 Ic 1 1 1 WOOD FENCE 1 1 1 1 1 1 ® I 1 1 1 1 2 1 OVERALL FLOOR PLAN SCALE: 1/8" = V-0" PERMIT SET cu O n S U cc O In m .0 cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 40 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT NO: 16111 �"'\�'OVERALL FLOOR PLAN A1 01 J J W Z W CL 0 z Ln W 0 u_ z O H W CL z W b to V) Lu 01-1 ax. W W F- a� z H O ujJ z W V D 0 0 Lua ce W m ce W > Cu z J J v7 0 z U J J uj F- 9 9 CL O z cn W a O W CL 2 a W F- V) Z Q W V Ce W u- 0 z W Ce tn z z Q v7 Z 0 V) F- 84'-0" 11'-11" 20'-6" 27'-10" 23'-9" 2'-4" 3'-4" 2 2 A203 A311 2 A121 CONTINUE FENCE TO ADJACENT ����������������������� ��.��������������������� A401 %J 77o 111 BUILDING 1 I I 1 FD OFFICE FD FDI 106 i 1 ® ® I I SOUND FD 1 i14B 114A I �.1 0 ATTENUATION 106 �°i ® TD — BAITS INSIDE I , fh ' I MEC 11H WALL I EXHAUST HOOD ABOVE I 41-411 COOLER I WOMEN { 1 110 42" HIGH WALL 114 KITCHEN I 114 I 104 I A311 iI 2'-9" l0' .0.. I OP VESTIBULE RACKS I 1 FD 108 I � M N 112 A TD FD 108 WOOD FENCE 1 FD MEN 1 A311 113 I ® I SOUND I� M 113 f ; DISH 103A = _ 103 ATTENUATION -Li Li CORRIDOR WASH 6 105 BATTS INSIDE I 110 COORDINATE OPENINGS IN THIS WALL WALL 4'-4" co WITH EQUIPMENT SIZE AND LOCATIONS CUTTING FD I c M ® 113A IEm "'STORAGE ROOM '-' ®FD SERVERY FD ® I 121 109 SOUND 1-3 — -Fp FD I M 5/A 103 3/A404 1 i I ATTENUATION i SLAB EDGE 6x6 PT WOOD I BATTS INSIDE 109A I POSTS - TYP WALL M Tr o SMOKE 119 �h �h h� �h I� �F I� l I �F h� * �h F� �h h� h lh hHOUSE 7"T'j' � Co in OP O 115 I� I 11 O ip SMOKE PIT #1 2/ 04 I I FD N I I ,� ! NCD WRAPPED -r', I I NOTE: SEE SHEET A105 WOOD FOR FURNITURE LAYOUT I 1 A404 I I I 116 POST - TYP I I C11 I PA121 DINING O 9 I3x6 STEEL COLUMN -), ao TF SOUTH I i I I B FD 14 A407 PATIO 1 I I 102 119 o� I I CD I I I II I I I I II I I E I I I 1 407�E 12/A407 FII — -- 101lq� 11 3x6 i 7 COLUMN STEEL - 2 4„1 1% 7(i) O I m uu ilii J I 42" BAR TOP I 1 IIA315 I WRAPPED WOOD POST - TYP II I I LLJ NORTH I PATIO 116 I 12 -7 10 -9 9'-4" 10'-0" T-0" Z'-8" 23'-0" 'D STEEL COLUMN FACE OF CMU„ EAST I 20 -0 PATIO COVERED WRAPPED WOOD EAST 117 I WRAPPED WOOD ENTRY POST - TYP PATIO I I _ _ = POST - TYP 117 — _ N A312 I I I I I I L — — — 7'-3 3/4” 71 -Off 7'-0" 7'-0" 7'-0" X-0 1/410" A314 16'-0" 104'-0" I I II I I I I -- �I 3'-01/4" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-8" 11'-7 3/4" Ln I 9 o� 3o1o�e A, 0� PERMIT SET cu C1 _0 LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www,dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC s DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI2 9.20.2018 PROJECT NO: 16111 PARTIAL FLOOR PLAN A1 02 V J J W 9 W CL O O V z V W 0 u- 0 z O V) N a w CL z w V) cn Lu Ce 0- x w Lu _ F- F - O _ C Q d z O Lu J O z H w V a O oC a Lu of Lu m W C'u z J J Q , cn F- z Q U J J LLi QQ� o� W a O V z V) w 0 LL. O w 0- 0 O w a. w _ F- Cn z Q Lu w V) LL O F - z w Ce z z a 0 z 0 F- D D1PARTIAL FLOOR PLAN SCALE: 1/8" = V-0" z LL .r- 0 U Cu N m U Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT NO: 16111 N ,%PARTIAL FLOOR PLAN PERMIT SET Al 03 J -J w w 4 O U z Ln w 0 LL z 0 En Ce w CL z Lu V) U) w Ce xa Lu F- H O 2 Q a z w O LuJ z w V 2 a Lu Ce W m w > Cu z J J 2 V) 0-4Z J J Lu QF_ w O 0 z C7 Lu 0 U- 0 w CL 2 a w 2 f— V) z w U w cn U- 0 O z w ce z a V) Z 0-4 ASPHALT CVT"'^' CC UNDERU 1/2" PLY V T/0 CMU LIQUID APPLIED WATERPROOF MEMBRANE 3 -PART STUCCO SYSTEM - PAINT, P-1 FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 8" NOMINAL CMU RAKE DETAIL 6 SCALE: 1 1/2" = V-0" 5 )EAVE DETAIL -SCALE: 11/2" = V-0" ASPHI UNDEI 1/2" PI DECK EAVE D ETAI L 4 -- SCALE: 1 1/2" = V-0" 0 2x4 PT WOOD BLOCKING BETWEEN RAFTERS PRE -FINISHED ALUM GABLE END FLASHING CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC CONT ALUM ROOF EDGE FLASHING W/ CLEAT - KYNAR FINISH, COLOR TO MATCH P-1 TURN ROOFING DOWN OVER SELF -ADHERED CONT 2x6 WOOD NAILER WATERPROOF MEMBRANE OVER WOOD NAILER 6"x 6" ALUM BOX GUTTER - KYNAR 3 FINISH, COLOR TO MATCH P-1 WOOD NAILER: 4 LAYERS 12'-3" _ OF 3/4" PT PLYWOOD T'/O (2) 2x8 WD -PLATE__ _ ANCHORED INTO U -BLOCK 12'-011 2x WOOD NAILERS NOTE: GUARD RAIL NOT SHOWN. SEE SECTION 1/2" PLYWOOD DECK F 2/A311 PVC ROOFING, 1" PERLITE BD, 3" POLYISO RIGID INSUL, 1 1/2" STEEL DECKING '/0 CMUi T TaaiEHD�� ALUM FASCIA W CLEAT - KYNAR FINISH, COLOR TO MATCH P-1 " 4"x 4" ALUM DOWNSPOUT BENJAMIN MOORE REGAL ` A ENG WOOD TRUSS SELECT LOW LUSTER N401 Ar - COLOR TO MATCH P-1 x 24 BOND BEAM BATT INSULATION PARAPET COPING DETAIL SCALE: 1 1/2" = V-0" ASPHALT SHINGLES UNDERLAYMENT 1/2" PLYWOOD DECK 2x4 PT WOOD BLOCKING BETWEEN RAFTERS PREFINISHED ALUM EAVE DRIP CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC A104 ALUMINUM COPING — OVER -FRAMED CRICKET AT 4:12 SLOPE — BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 ° ' o. Y TRUSS BEARING _ 6 _10'-8 1/4" _ Y T'/0 STEEL ANGLE — a. 8" NOMINAL CMU CONT 2-2x4 ON CONT RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 — DS STEEL ANGLE - SEE STRUCTURAL ROOF EDGE DETAIL 2 SCALE: 1 1/2" = V-0" OW A104 / f— ALUMINUM GUTTER DS 1 DS CONTINUE PVC ROOFING 12" UNDER ASPHALT SHINGLES AND UNDERLAYMENT 2x WOOD NAILERS CONT 2x WOOD NAILERS PVC ROOFING SYSTEM, 4" POLYISO RIGID INSUL, 1/2" PLYWOOD DECKING, ENG WOOD PARALLEL TRUSSES @ 24" OC, I � I ttRL11'-2iS_S 4" SS BRG ih 10'-11 1/4" T/O STEEL A - 9'-011 CLG HT I I CEILING AS SCHEDULED I I 81-011 B/0 SOFFIT/HEADER 5/8" GYP BD ON SUSPENDED i t METAL FRAMING SYSTEM i SLOPE DN �T a EFK-3 ALUMINUM WALL ALL SECTIO N EFK-5 EFK-2 COPING EFK-1 �' SCALE: 3 = " MAU-4 4" V-0 / 1/2" PER V-0" c TAPERED INSULATION 7 �x� z PVC ROOF SYSTEM, RTU -3 nw a 4" POLYISO RIGID p EF -1 0 INSULATION, cJn (� o 1-4 :� RTU- _ 1/2" PLYWOOD DECK, RTU -1 `m W a SLOPED FLAT WOOD 5 SIM 0-0 1 TRUSSES ALUMINUM GUTTER V, F A104 OVERLAP PVC ROOFING W1 UNDERLAYMENT ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD SHEATHING, ENG WOOD SCISSOR TRUSSES @ 24" OC Lu Lu CD _ 12'-4 5/8"f — TRUSS BRG 3/4" T&G WOOD CEILING 2-2x4 WOOD PLATE 2x4 WOOD STUDS - SEE STRUCTURAL FOR SPACING 2x4 WOOD BOTTOM PLATE 2-2x8 WOOD BEARING PLATE STEEL BEAM - SEE STRUCTURAL 5/8" GYP BD - PAINT CORNER BEAD - TYP STEEL COLUMN - BEYOND V) LA LA L DS DS DS J A104 Zj — A314 �I I i — v 3 A314 2x4 WOOD CONT ALUM ROOF COPING W/ CLEAT - KYNAR FINISH F- 1 COLOR TO MATCH P-1 — V T/0 CMU LIQUID APPLIED WATERPROOF MEMBRANE 3 -PART STUCCO SYSTEM - PAINT, P-1 FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 8" NOMINAL CMU RAKE DETAIL 6 SCALE: 1 1/2" = V-0" 5 )EAVE DETAIL -SCALE: 11/2" = V-0" ASPHI UNDEI 1/2" PI DECK EAVE D ETAI L 4 -- SCALE: 1 1/2" = V-0" 0 2x4 PT WOOD BLOCKING BETWEEN RAFTERS PRE -FINISHED ALUM GABLE END FLASHING CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC CONT ALUM ROOF EDGE FLASHING W/ CLEAT - KYNAR FINISH, COLOR TO MATCH P-1 TURN ROOFING DOWN OVER SELF -ADHERED CONT 2x6 WOOD NAILER WATERPROOF MEMBRANE OVER WOOD NAILER 6"x 6" ALUM BOX GUTTER - KYNAR 3 FINISH, COLOR TO MATCH P-1 WOOD NAILER: 4 LAYERS 12'-3" _ OF 3/4" PT PLYWOOD T'/O (2) 2x8 WD -PLATE__ _ ANCHORED INTO U -BLOCK 12'-011 2x WOOD NAILERS NOTE: GUARD RAIL NOT SHOWN. SEE SECTION 1/2" PLYWOOD DECK F 2/A311 PVC ROOFING, 1" PERLITE BD, 3" POLYISO RIGID INSUL, 1 1/2" STEEL DECKING '/0 CMUi T TaaiEHD�� ALUM FASCIA W CLEAT - KYNAR FINISH, COLOR TO MATCH P-1 " 4"x 4" ALUM DOWNSPOUT BENJAMIN MOORE REGAL ` A ENG WOOD TRUSS SELECT LOW LUSTER N401 Ar - COLOR TO MATCH P-1 x 24 BOND BEAM BATT INSULATION PARAPET COPING DETAIL SCALE: 1 1/2" = V-0" ASPHALT SHINGLES UNDERLAYMENT 1/2" PLYWOOD DECK 2x4 PT WOOD BLOCKING BETWEEN RAFTERS PREFINISHED ALUM EAVE DRIP CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC A104 ALUMINUM COPING — OVER -FRAMED CRICKET AT 4:12 SLOPE — BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 ° ' o. Y TRUSS BEARING _ 6 _10'-8 1/4" _ Y T'/0 STEEL ANGLE — a. 8" NOMINAL CMU CONT 2-2x4 ON CONT RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 — DS STEEL ANGLE - SEE STRUCTURAL ROOF EDGE DETAIL 2 SCALE: 1 1/2" = V-0" OW A104 / f— ALUMINUM GUTTER DS 1 DS CONTINUE PVC ROOFING 12" UNDER ASPHALT SHINGLES AND UNDERLAYMENT 2x WOOD NAILERS CONT 2x WOOD NAILERS PVC ROOFING SYSTEM, 4" POLYISO RIGID INSUL, 1/2" PLYWOOD DECKING, ENG WOOD PARALLEL TRUSSES @ 24" OC, I � I ttRL11'-2iS_S 4" SS BRG ih 10'-11 1/4" T/O STEEL A - 9'-011 CLG HT I I CEILING AS SCHEDULED I I 81-011 B/0 SOFFIT/HEADER 5/8" GYP BD ON SUSPENDED i t METAL FRAMING SYSTEM i SLOPE DN �T a EFK-3 ALUMINUM WALL ALL SECTIO N EFK-5 EFK-2 COPING EFK-1 �' SCALE: 3 = " MAU-4 4" V-0 / 1/2" PER V-0" c TAPERED INSULATION 7 �x� z PVC ROOF SYSTEM, RTU -3 nw a 4" POLYISO RIGID p EF -1 0 INSULATION, cJn (� o 1-4 :� RTU- _ 1/2" PLYWOOD DECK, RTU -1 `m W a SLOPED FLAT WOOD 5 SIM 0-0 1 TRUSSES ALUMINUM GUTTER V, F A104 OVERLAP PVC ROOFING W1 UNDERLAYMENT ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD SHEATHING, ENG WOOD SCISSOR TRUSSES @ 24" OC Lu Lu CD _ 12'-4 5/8"f — TRUSS BRG 3/4" T&G WOOD CEILING 2-2x4 WOOD PLATE 2x4 WOOD STUDS - SEE STRUCTURAL FOR SPACING 2x4 WOOD BOTTOM PLATE 2-2x8 WOOD BEARING PLATE STEEL BEAM - SEE STRUCTURAL 5/8" GYP BD - PAINT CORNER BEAD - TYP STEEL COLUMN - BEYOND V) LA LA L DS DS DS J A104 Zj — A314 �I I i — v 3 A314 2x4 WOOD ASPHALT SHINGLES, BLOCKING UNDERLAYMENT, 1/2' BETWEEN RAFTERS PLYWOOD DECKING, 2x PT WOOD RAFTERS TWO-PIECE I I f I PREFINISHED ALUM FLASHING I { 6 A104 CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC I $ A316 ASPHALT SHINGLES, CRICKET W/ MODIFIED UNDERLAYMENT, 1/2" BITUMEN ROOFING PLYWOOD DECKING, 2x PT MEMBRANE WOOD RAFTERS MODIFIED BITUMEN ROOFING MEMBRANE, UNDERLAYMENT, 1/2" / PLYWOOD DECK, 2x P7 / WOOD RAFTERS ---- -/// i 0 NONCOMBUSTIBLE Oi i 0 MATERIAL AROUND SMOKER STACK - TYP. z 1 ASPHALT SHINGLES, o A316 UNDERLAYMENT, 1/2" w PLYWOOD DECKING, 2x PT a 0 WOOD RAFTERS u' ��- a FJO 1 5 A315 A314 I 4 A104 ASPHALT SHINGLES, I ASPHALT SHINGLES, UNDERLAYMENT, 1/2" I UNDERLAYMENT, 1/2" PLYWOOD DECKING, ENG PLYWOOD DECKING, 2x PT o WOOD SCISSOR TRUSSES I WOOD RAFTERS W 3 TWO-PIECE COMPRESSION METAL CL A314 FLASHING - TO I ROOFING MANUFACTURER OACTUER- KYNAR J FINISH - COLOR TO MATCH P-1 CONTINUE PVC ROOF CONT BACKER ROD &SEALANT MEMBRANE UP PARAPETAND OVER WOOD BETWEEN WOOD NAILER AND NAILERS VINYL SCREED SLOPE DN SLOPE DN — 1:12 1:12 I I 6 7 I A104 - 14'-8 _ _ ch WOOD NAILER: 2 - 2x PT A316 �T/0 CMU ai WOOD, FASTEN THRU BOTTOM CHORD INTO CMU 6 — A316 � BOND BEAM W/ 1/2"0 LIQUID APPLIED n I ANCHOR BOLTS. SLOPE TOP CHORD DOWN 3/4" p— WATERPROOF MEMBRANE n N tJJ — — p 3 -PART STUCCO SYSTEM ON METALIL 3 J—JI ASPHALT SHINGLES, LATH, OVER FLUID APPLIED AIR & 8 x 8 BOND BEAM 6 5 UNDERLAYMENT,DDECKING, G, WEATHER BARRIER SYSTEM A104 A104 PLYWOOD DECKING, 2x PT F r WOOD RAFTERS 8" NOMINAL CMU CONTIN SIM � A 4 A104 SCALE: 1/8" V-0" UE ROOFING UP CMU 3� 301 PARAPET COPING DETAI4�\\9`N� \� SCALE: 1 1/2" = V-0" PERMIT SET N _O LL cnC (u DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI2 9.20.2018 3 ASI 4 10.4.2018 PROJECT NO: 16111 ROOF PLAN AND DETAILS A1 04 U J J W W CL 00 u z (D V) Lu 0 L. O z 0 cn Ce W CL z W tY Cn w CL X Lu w H H O F - w a Z O w J O z w u D 0 CL W Ce Lu m oe W z J Q F - Z Q J J W QHQ DC w a 0 z O V) W 0 LL O be w a a W H V) z Q W U Ce w V) LL 0 I— z W rvl z z a z 0 I-_ GENERAL NOTES FOR CASEWORK 1. CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND/OR SUPPLIER PRIOR TO UNIT FABRICATION AND INSTALLATION, PROVIDE SHOP DRAWINGS FOR APPROVAL. 2. CASEWORK HARDWARE SHALL BE: SELF CLOSING HINGES AND BALL BEARING DRAWER SLIDES. 3. REFER TO INTERIOR ELEVATIONS FOR DOOR AND DRAWER PULL SPECIFICATIONS. 4. SELF EDGE COUNTER TOPS, UNLESS OTHERWISE NOTED, SHALL BE 2'-1" DEEP. COUNTER TOP SHALL BE SCRIBED TO CONFORM TO SURFACE OF ABUTTING WALLS AT BACKS AND ENDS. COUNTER TOPS AND BACK SPLASHES SHALL BE CAULKED TO THE WALL. CAULK COLOR TO MATCH ADJACENT FINISH. 5. BASE UNIT SHELVING SHALL BE MELAMINE UNLESS OTHERWISE NOTED. MELAMINE TO BE BLACK FINISH, UNLESS OTHERWISE NOTED. 6. ALL BASE CABINETS, INCLUDING OPEN SHELVING, WILL HAVE ADJUSTABLE SHELVING, UNLESS OTHERWISE NOTED. 7. MAXIMIZE AND EQUALIZE LENGTHS OF ALL UNITS WHEREVER POSSIBLE. 8. PLASTIC LAMINATE CASEWORK TO HAVE PLASTIC LAMINATE ON ALL EXPOSED AND SEMI -EXPOSED SURFACES. 9. CONTRACTOR TO PROVIDE FIRE RATED BLOCKING IN WALLS AT CASEWORK AS REQUIRED. FURNITURE PLAN SCALE: 3/16" = V-0" BUILD PERMIT SET m (0**4 L. O LL U Cu 120N m U C cu +a Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: SEP 17 2018 PLPNJURE c7j A1 0 U J J w' w a O O z U Lu in LL O z O R N V) Lu a - z z w V) V) Lu a x Lu Lu F- F - n O a z O w J O z w U uja Lu m Lu z J J V) F- z Q U J J Lu QH W CL O O z V) w 0 LL O w CA - 2 2 a w C] z Q Lu U Ce w LL O F - z w Ce z z V) 4 (D z 0 z GENERAL REFLECTED CEILING PLAN NOTES 1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK ANC INTEGRATED TEST SWITCH ON EMERGENCY (E) FIXTURES. 2. ADDITIONAL LIGHTING MAY BE REQUIRED IN AREAS NOT INDICATED ON THE CEILING MILLWORK DETAILS, SITE PLAN, ETC.). CHECK ALL SHEETS FOR ADDITIONAL LIGHTINi REQUIRED. 3. PROVIDE ELECTRICAL OUTLETS AND/OR JUNCTION BOXES FOR NEW FIXTURES, APPLIA KITCHEN EQUIPMENT. 4. L-5 AND L-15 (TAPE LIGHT) SHALL INCLUDE COORDINATING MOUNTING TRACK. NO PI CONNECTIONS, ALL CONNECTIONS SHALL BE IN-LINE AND ENCASED IN HEAT SHRINK 1 5. FINAL SPRINKLER HEAD LOCATION TO BE COORDINATED BY ARCHITECT WITH SHOP D LAYOUT SUBMITTAL, 6. ALL LIGHT FIXTURES ARE ON DIMMERS, U.O.N.. FLUORESCENT 2X4 LIGHT FIXTURES D REQUIRE DIMMER SWITCHES. 7. ALL LAMPS TO HAVE A COLOR TEMPERATURE OF 2700 K, U.O.N.. 8. CONTRACTOR TO COORDINATE P.O.S., SOUND SYSTEM, AND ANY A/V REQUIREMENTS OWNER AND OWNERS A/V CONSULTANT. 9. GRILLS' COLORS TO MATCH CEILING. 10. LIGHT SWITCHES AND OUTLETS TO MATCH WALL COLOR TONES, PROVIDE DIAGRAM T( ARCHITECT FOR FINAL APPROVAL PRIOR TO INSTALLATION. 11. ALL SURFACE MOUNTED FIXTURES CENTERED ON T&G DECKING, UNLESS OTHERWISE P 12. CENTER LIGHTS BETWEEN RAFTERS, UNLESS OTHERWISE NOTED. 13. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL SUSPENDED LIGHT FIXTURES. REFLECTED CEILING PLAN KEY LIGHT FIXTURE DESIGNATION L-23 (TYP) ]-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE SUSPENDED LIGHT FIXTURE - SIZES VARY 0 0 CEILING HEIGHT AND TYPE DESIGNATION 10'-0" qV GWB SUPPLY AIR GRILL ® SA ® SA RETURN AIR GRILL �RA ® RA LINEAR AIR DIFFUSER EXIT LIGHT WALL �X MOUNTED "'' EMERGENCY LIGHT ROLLER SHADE LOCATION EXHAUST FAN RS -1 E3 EX CODED NOTES FOR REFLECTED CEILING PLAN: 01 02 03 04 05 06 07 08 09 10 11 LIGHTING FIXTURE LOCATED UNDER COUNTER TOP, REFER TO DETAIL CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL PANELS FROM TOP OF TO UNDERSIDE OF FINISHED CEILING, MATCH COOLER MATERIAL. LIGHTING FIXTURE LOCATED IN MILLWORK, REFER TO DETAIL. CONTRACTOR TO PROVIDE AND INSTALL RECESSED METAL ACCESSORY, REFER TC CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS FOR OWNER FURNISF LIQUOR TREES AND OTHER BAR ACCESSORIES. EXPOSED SPRINKLER SYSTEM, HEADS AND PIPING ROUTES, TO BE COORDINATED ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE AND INSTALL BREAK METAL FROM FACE OF STOREFROI TO OUTSIDE FACE OF ADJACENT WALL. CONTRACTOR TO PROVIDE AND INSTALL WEATHER / VANDAL -PROOF ELECTRICAL i FOR FUTURE LIGHTING. COORDINATE WITH OWNER FOR FINAL LOCATION. CONTRACTOR TO CENTER LIGHT FIXTURE IN STRUCTURAL OPENING, TYPICAL, UNI OTHERWISE NOTED. CONTRACTOR TO PROVIDE BLOCKING FOR CEILING MOUNTED REBAR FEATURE. REFER TO INTERIOR ELEVATIONS. MULTI -HEAD DECORATIVE PENDANT MOUNTED TO SUSPENDED TV STRUCTURE. ELECTRICAL TO BE CONCEALED WITHIN TUBE STEEL OF STRUCTURE FROM CEILING. COORDINATE WITH ARCHITECT FOR PENDANT MOUNT HEIGHTS. PARTIAL REFLECTED CEILING PIAN SCALE: 3/16" = V-0" f,z PERMIT SET Cu O LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 SEP 17 PROJECT NO: PARTIAL REFLECTED CEILING PLAN A 111 16111 J J Lu w a O V z V) w 0 U- 0 z O 1-4 V) Ce w CL z w Lu ce 0- x w w F- F- O Q a z O w J O z Lu V ce CL Lu w w m w w z J J (n F- in z U J Lu 9 w CL O O U z R Lu 0 LL O CieIII CL w a w F- U) O z Q Lu U w V) U- 0 F - z w oC cn z z Q U) z 0 F- N _O LL U Cu GENERAL REFLECTED CEILING PLAN NOTES Nm 1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK AND C INTEGRATED TEST SWITCH ON EMERGENCY (E) FIXTURES. Cu 2. ADDITIONAL LIGHTING MAY BE REQUIRED IN AREAS NOT INDICATED ON THE CEILING PLAN I.E. Q MILLWORK DETAILS, SITE PLAN, ETC.). CHECK ALL SHEETS FOR ADDITIONAL LIGHTING REQUIRED. 3. PROVIDE ELECTRICAL OUTLETS AND/OR JUNCTION BOXES FOR NEW FIXTURES, APPLIANCES, AND KITCHEN EQUIPMENT. 4. L-5 AND L-15 (TAPE LIGHT) SHALL INCLUDE COORDINATING MOUNTING TRACK. NO PIGTAIL CONNECTIONS, ALL CONNECTIONS SHALL BE IN-LINE AND ENCASED IN HEAT SHRINK TUBING. 5. FINAL SPRINKLER HEAD LOCATION TO BE COORDINATED BY ARCHITECT WITH SHOP DRAWING LAYOUT SUBMITTAL. 6. ALL LIGHT FIXTURES ARE ON DIMMERS, U.O.N.. FLUORESCENT 2X4 LIGHT FIXTURES DO NOT REQUIRE DIMMER SWITCHES. 7. ALL LAMPS TO HAVE A COLOR TEMPERATURE OF 2700 K, U.O.N.. 8. CONTRACTOR TO COORDINATE P.O.S., SOUND SYSTEM, AND ANY A/V REQUIREMENTS WITH OWNER AND OWNERS A/V CONSULTANT. 9. GRILLS' COLORS TO MATCH CEILING. 10. LIGHT SWITCHES AND OUTLETS TO MATCH WALL COLOR TONES, PROVIDE DIAGRAM TO ARCHITECT FOR FINAL APPROVAL PRIOR TO INSTALLATION. 11. ALL SURFACE MOUNTED FIXTURES CENTERED ON T&G DECKING, UNLESS OTHERWISE NOTED. 12. CENTER LIGHTS BETWEEN RAFTERS, UNLESS OTHERWISE NOTED. 13. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL SUSPENDED LIGHT FIXTURES. REFLECTED CEILING PLAN KEY LIGHT FIXTURE DESIGNATION L-23 (TYP) ]-BOX 0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE O SUSPENDED LIGHT FIXTURE - SIZES VARY CEILING HEIGHT AND TYPE DESIGNATION 10'-0" qV GWB SUPPLY AIR GRILL ® SA ® SA RETURN AIR GRILL ® RA Dil RA LINEAR AIR DIFFUSER WALL MOUNTED EXIT LIGHT EMERGENCY LIGHT ROLLER SHADE LOCATION EXHAUST FAN 0 �7 CODED NOTES FOR REFLECTED CEILING PLAN: LIGHTING FIXTURE LOCATED UNDER COUNTER TOP, REFER TO DETAIL. O2 CONTRACTOR TO PROVIDE AND INSTALL STAINLESS STEEL PANELS FROM TOP OF COOLER TO UNDERSIDE OF FINISHED CEILING, MATCH COOLER MATERIAL. O3 LIGHTING FIXTURE LOCATED IN MILLWORK, REFER TO DETAIL. OAF CONTRACTOR TO PROVIDE AND INSTALL RECESSED METAL ACCESSORY, REFER TO DETAIL. OS CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS FOR OWNER FURNISHED LIQUOR TREES AND OTHER BAR ACCESSORIES. 06 EXPOSED SPRINKLER SYSTEM, HEADS AND PIPING ROUTES, TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. 07 CONTRACTOR TO PROVIDE AND INSTALL BREAK METAL FROM FACE OF STOREFRONT TRIM TO OUTSIDE FACE OF ADJACENT WALL. OS CONTRACTOR TO PROVIDE AND INSTALL WEATHER / VANDAL -PROOF ELECTRICAL OUTLET FOR FUTURE LIGHTING. COORDINATE WITH OWNER FOR FINAL LOCATION. 09 CONTRACTOR TO CENTER LIGHT FIXTURE IN STRUCTURAL OPENING, TYPICAL, UNLESS OTHERWISE NOTED. 10 CONTRACTOR TO PROVIDE BLOCKING FOR CEILING MOUNTED REBAR FEATURE. REFER TO INTERIOR ELEVATIONS. MULTI -HEAD DECORATIVE PENDANT MOUNTED TO SUSPENDED TV STRUCTURE. 11 ELECTRICAL TO BE CONCEALED WITHIN TUBE STEEL OF STRUCTURE FROM CEILING. COORDINATE WITH ARCHITECT FOR PENDANT MOUNT HEIGHTS. PARTIAL REFLECTED CEILING PLAN SCALE: 3/16" = V-0" DESIGN/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4 r 7 v DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI6 11.2.2018 PROJECT NO: 16111 PARTIAL REFLECTED �0 0 CEILING a�Nc�°� PLAN Al 12 O�Qp,Fz PERMIT SET CO2 (BY OWNER) U J W w a F- 0 U z 0 2 LO Lu a LL O z O V) A, Lu 0- z z w V) Lu a X w w F- F- Z) - F - Z) Fp Q 9 z Ce O Lu J O z w U n O aLu rill Lu m Lu > W z J J Q 2 Cn I- 0 z Q J J Lu 9 w CL O z u H V) w 0 O w a 2 Lu F - z Lu U Ce Lu LL O F - z Lu oc tz z 1--1 z Q V) z 0 l-_ 5'-2" CORRIDOR 110 CORRUGATED METAL PANELS r4311 1'-0" 12'-8" KITCHEN AND BAR GENERAL NOTES 1. KITCHEN AND BAR EQUIPMENT DESIGN BY OTHERS. EQUIPMENT SHOWN FOR CLARITY ONLY. 2. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN AND BAR EQUIPMENT SCHEDULE. 3. KITCHEN AND BAR EQUIPMENT TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED. 4. DIMENSIONS OF WALLS ARE TO FACE OF LT GA METAL STUDS OR CMU, UNLESS OTHERWISE NOTED. s.i'-n" 24x48 24x48 24x48 24x48 ENLARGED KIT SCALE: 1/4" = 1'-0" 14'-3 3/8" 6" DIE WALL F- — — — A ----- FROSTER 6" DIE WALL I - PEf Ln e „I N T-4 3/8 6" CH EN PLAN 3'-4" 3'-211 1'-0" _ I� 11FA, , 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 ASI NO. 1 12.1.2017 2 VE REVISIONS -SJR 4.20.2018 6" CH EN PLAN 3'-4" 3'-211 1'-0" _ 10,-11/211 / 4'-91/2" mp BAR �o ��� ��J 102 LnJ Ln - O � 6ElSI'ICK - SRzf= =_= •"I J � � � �Of�l9£CS1C ----------- 1-11,111 -------- 22'-6 3/8" 2'-2" 24'-0" M CENTERLINE OF COLUMN 1'-5 5/8" ENLARGED BAR PLAN SCALE: 1/4" = V-0" A612 00 Ln Ln J 400b" vbz PERMIT SET Is T i LL U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer 11FA, , 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING 10,-11/211 / 4'-91/2" mp BAR �o ��� ��J 102 LnJ Ln - O � 6ElSI'ICK - SRzf= =_= •"I J � � � �Of�l9£CS1C ----------- 1-11,111 -------- 22'-6 3/8" 2'-2" 24'-0" M CENTERLINE OF COLUMN 1'-5 5/8" ENLARGED BAR PLAN SCALE: 1/4" = V-0" A612 00 Ln Ln J 400b" vbz PERMIT SET Is T i LL U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 ASI NO. 1 12.1.2017 2 VE REVISIONS -SJR 4.20.2018 PROJECT NO: 16111 ENLARGED KITCHEN AND BAR PLANS A1 21 v J J W > W 4 O O V z 0 cn w 0 U- 0 z O 'H^ V/ N L W 0- z z Lu W a a x w W _ H O ce L< z O LuJ 0 Z W U O a Lu w W m w W Z J J Q _ H 0 Z Q J J w H W CL O V z L7 W 0 W 0.. Ce III CL 2 a W _ H cn D z Q W u W U- 0 O z w Ce z z Q V) Z 0 V � fir= C IO IIIA 4i ELEVATION KEYNOTES OASPHALT SHINGLES OALUMINUM COPING - KYNAR FINISH, MATCH P-1 OPRE -FINISHED ALUMINUM DRIP EDGE FLASHING - MATCH P-1 O6"x 6" ALUMINUM BOX GUTTER - KYNAR FINISH, MATCH P-1 O6" ALUMINUM HALF -ROUND GUTTER - KYNAR FINISH, MATCH P-3 O4"x 4" ALUMINUM DOWNSPOUTS - KYNAR FINISH, MATCH GUTTER O] 3 -PART STUCCO SYSTEM - PAINT, P-2 O$ 2x12 PT WOOD RAFTERS ORECLAIMED CORRUGATED METAL WALL PANELS - COLOR PER SPECIFICATIONS 1Q 2x4 PT WOOD FASCIA 11 2x12 PT WOOD FRIEZE/LEDGER 12 2x8 PT WOOD RAFTERS 13 PT WOOD BEAM OR LVL 14 2-2x12 PT WOOD BEAMS - CUT TOP AT ANGLE AT ROOF 1S PT WOOD COLUMNS WRAPPED W/ 1x WOOD TRIM - STAIN, STN -2 16 2x8 PT 450 WOOD CORBELS 17 6x6 PT WOOD POSTS 1$ 8" NOMINAL CMU - PAINT (BENJAMIN MOORE REGAL SELECT LOW LUSTER N401), COLOR TO MATCH P-1 19 DECORATIVE STEEL PLATE BASE ANCHOR (SEE SHEET A312 FOR DETAILS) - ALL EXPOSED STEEL FASTENERS TO BE PAINTED, P-3 (TYPICAL) 2O HOLLOW METAL DOOR AND FRAME - PAINT TO MATCH WALL COLOR 21 ALUMINUM STOREFRONT FRAMING - BLACK ANODIZED 22 ALUM FOLDING WINDOWS - BLACK ANODIZED 23 2x4 PT WOOD SLATS 24 1x6 T&G WOOD SLATS - STAIN, STN -2 25 ALUMINUM ROOF EDGE FLASHING - KYNAR FINISH, MATCH P-3 2G 3 -PART STUCCO SYSTEM - PAINT, P-1 27 TYPE 'M' VERTICAL CONTROL JOINTS IN STUCCO 2$ BUILT-UP CRICKET W/ MOD BIT ROOF MEMBRANE 29 ALUMINUM STOREFRONT WINDOWS - BLACK ANODIZED 3Q ALUMINUM FRAMED SCREEN ENCLOSURE - COLOR OF FRAMING TO BE BLACK ANODIZED 31 OVER -FRAMED CRICKET - SEE ROOF PLAN ON SHEET A104 32 RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 23 23 2 3 PARTIAL EAST ELEVATIO SCALE: 1/4" = V-0" NOTE: FENCE NOT SHOWN SV n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI6 11.2.2018 PROJECT NO: ■ ■ ■ EXTERIOR 2 N N EAST ELEVA ov 3°� ELEVATIONS TIO'\ N : M 1 SCALE: 1/8" = V-01� -��n �� ` / AQP 0 A201 PERMIT SET :. ,. n 13 Y v v 'xi f u. r 3 11 23 23 2 3 PARTIAL EAST ELEVATIO SCALE: 1/4" = V-0" NOTE: FENCE NOT SHOWN SV n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI6 11.2.2018 PROJECT NO: ■ ■ ■ EXTERIOR 2 N N EAST ELEVA ov 3°� ELEVATIONS TIO'\ N : M 1 SCALE: 1/8" = V-01� -��n �� ` / AQP 0 A201 PERMIT SET U J J Lu F 9 w CL O O U z (7 w 0 LL O z O Lu 0- z z Lu rz Ce Lu CL x Lu Lu z 12 F- F- 2 Q d z C O W J O z D w U O a Lu cew m 0 Lu ? J J Q z Q U J J Lu 9 w CL 0 z Lu n LL O w a Lu F- W O z W U Lu U) LL O F - z Lu z z Q z 0 U) F - ELEVATION KEYNOTES OASPHALT SHINGLES OALUMINUM COPING - KYNAR FINISH, MATCH OPRE -FINISHED ALUMINUM DRIP EDGE FLASH: O6"x 6" ALUMINUM BOX GUTTER - KYNAR FIN] O6" ALUMINUM HALF -ROUND GUTTER - KYNAF O4"x 4" ALUMINUM DOWNSPOUTS - KYNAR FII O3 -PART STUCCO SYSTEM - PAINT, P-2 O2x12 PT WOOD RAFTERS ORECLAIMED CORRUGATED METAL WALL PANE SPECIFICATIONS j0 2x4 PT WOOD FASCIA 2x12 PT WOOD FRIEZE/LEDGER 12 2x8 PT WOOD RAFTERS 13 PT WOOD BEAM OR LVL 14 2-2x12 PT WOOD BEAMS - CUT TOP AT ANGLE AT ROOF 15 PT WOOD COLUMNS WRAPPED W/ 1x WOOD TRIM - STAIN, STN -2 16 2x8 PT 450 WOOD CORBELS 17 6x6 PT WOOD POSTS 1$ 8" NOMINAL CMU - PAINT (BENJAMIN MOORE REGAL SELECT LOW LUSTER N401), COLOR TO MATCH P-1 j9 DECORATIVE STEEL PLATE BASE ANCHOR (SEE SHEET A312 FOR DETAILS) - ALL EXPOSED STEEL FASTENERS TO BE PAINTED, P-3 (TYPICAL) ZO HOLLOW METAL DOOR AND FRAME - PAINT TO MATCH WALL COLOR 21 ALUMINUM STOREFRONT FRAMING - BLACK ANODIZED 22 ALUM FOLDING WINDOWS - BLACK ANODIZED 23 2x4 PT WOOD SLATS 2�} 1x6 T&G WOOD SLATS - STAIN, STN -2 25 ALUMINUM ROOF EDGE FLASHING - KYNAR FINISH, MATCH P-3 26 3 -PART STUCCO SYSTEM - PAINT, P-1 27 TYPE 'M' VERTICAL CONTROL JOINTS IN STUCCO 2$ BUILT-UP CRICKET W/ MOD BIT ROOF MEMBRANE 29 ALUMINUM STOREFRONT WINDOWS - BLACK ANODIZED 30ALUMINUM FRAMED SCREEN ENCLOSURE - COLOR OF FRAMING TO BE BLACK ANODIZED 31 OVER -FRAMED CRICKET - SEE ROOF PLAN ON SHEET A104 32 RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 20'-0 1/2"_ W 7/O D BEAM 17'-7 1/El" T/O WD BEAM 1 jh 17'-7" _ T/O WD BEAM p15'-2Ah 1" _ T/O WD BEAM 1 31 � 3 D SEE SHEET A611 FOR WINDOW TYPE ELEVATIONS NORTH ELEVATION 2SCALE: 1/4" = V-0" 20'-0 i/2" T/O WD BEAM T/O WD BEAM V IL K 11) 15'-1" T/O WD BEAM 28 � 10 8 12 13 15 r HS L9 OiSOUTH ELEVATION SCALE: 1/4" = V-0" 14 16 A 10 0 PERMIT SET m DESIGN/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT NO: 16111 EXTERIOR ELEVATIONS A202 V J J W W O U Z C9 W n LL O z O E W 13- z z w to w oG a X M w F- H O Q a z Ce O Lu J O z D W U a Lu w M o! w z J J Q , H 0 Z Q U J J W F oC w a O O U z V) W a u- 0 W a a W H Z Q w v Ciew LL O z Lu E oC z Z Q V) 1-4z 0 Ln NOTE: FENCE NOT SHOWN off 13 1 R Al ■ ■ 2 ; M ; N CD ;Q WEST ELEVATION M= N 1 SCALE: 1/8" = V-0" / o�eP PERMIT SET Cu �L O FM U In N N m U C cc Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT NO: 15111 EXTERIOR ELEVATIONS A203 U J J W W a O 0 z CJ r -i 0 U- 0 z O Ln Ln W 0- z z Lu cin Lu oC a x Lu w F- H 0 O ce. a z O w J O z W U a w Qe w m >w to z J J Q N H 0 z U J J W w a O z C7 w 0 U- 0 O be III CL Lu F- 0 z Q W U ce w Ln LL O I— z w ce- 1- z z z 0 I- STEEL COLUMN 4- STEEL BEAM 1 A311 1 1 101 all 1 1 - J O W fV = 13'-7" TRUSS BRG VOOD TRUSS PROFILES '4" = 1'-0" 42" HIGH NON -PENETRATING SAFETY GUARDRAIL SYSTEM 12'-0" _ T/O CMU 10'-111/4" _ TRUSS BEARING RTU -3 RTU -1 EFK-5 EF -2 (BEHIND) PRE -ENG WD PARALLEL -CHORD ® SA SA RA TRUSS ^' PVC ROOFING, 4" POLYISO INSULATION BD, 1/2" PLYWOOD DECK 10 1/2" HEEL HT ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD DECK 12'-4 5/8"t —�� TRUSS BRG 11'-21/4" T/0 WD PLATE SA VN M _ 10'-111/4" 71 T/0 STEEL BM 13'-7"_„_'_- — PRE -ENG WD T/0 WD PLATE SCISSOR TRUSS 13'-7” 12"x 6" FAUX T/0 WD PLATE WOOD BEAM 8"x 4" FAUX WOOD RAFTER BUILDING SECTION 2 SCALE: 1/4" = 1'-0" 1 A312 1 2'-011 HEEL HT 1 2x8 PT WOOD — 1 RAFTERS 1 I 1 (2) 2x8 PT 1 WOOD BEAMS 1 1 1 1 1 (4) 2x6 WOOD 1 POSTS WRAPPED 1 1 W/ 1x WOOD TRIM 1 1 1 1 1 1 ® 1 ® 1 1 BUILDING SECTION 1 SCALE: 1/4" = 1'-0 ■ 3 A311 14'-8" T/O CMU VARIES T/0 WL TRUSSES 1000 10'-11 1/4" r� TRUSS BRG 0'-0" T/0 CONC SLAB 12'-1 7/811t T/O WD BEAM LL U Cu N m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 2 9.20.2018 PROJECT NO: o' -o" T/0 CONC SLAB UILDING SECTION A301O�QpR PERMIT SET 16111 J J W w a O U z (D to w 0 U- 0 O z O L V) Lu CL z Lu cn Ln a H I- uj 4 z O ujJ z r') Lu V D Cie m Lu Ce Lu CIO cew z J J Q O z Q J J w Z w 0- 0 O O V z C� w 0 U- 0 O ceIII CL O a w N V) 0 z Q w V w U- 0 O z Lu z z z 0 CONT ALUM COPING OVER FOUR (4) LAYERS OF 3/4" PT PLYWOOD NAILER 3 7 8 x 8 BOND BEAM A104 1 141-8"1 T/O CMU — — — — 1 ., i • 1 CONT 2x PT WOOD LEDGER 1 131-411 *am /-O BOND BEAM VARIES T/O WOOD TRUSSES 8 x 24 BOND BEAM ` .TRUSS BEARING A 8" NOMINAL CMU FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 3 -PART STUCCO SYSTEM ON METAL LATH - PAINT, P-1 — WALL TIES @ 16" OC VERT PVC ROOFING SYSTEM, 4" POLYISO RIGID INSULATION, 1/2" PLYWOOD DECK PRE -ENG WD PARALLEL -CHORD TRUSSES @ 24" OC CEILING AS SCHEDULED R-15 FIBERGLASS BATT INSULATION 5/8" MOISTURE AND MOLD RESISTANT GYP BD, ON 3 5/8" LT GA METAL STUDS @ 16" OC F.R.P. WALL COVERING WALL SECTION 3 SCALE: 3/4" = V-0" A CONT ALUM ROOF EDGE FLASHING - KYNAR FINISH, MATCH P-1 12'-0 " T/0 CMU 6"x 6" ALUM BOX GUTTER W/ KYNAR FINISH, MATCH P-1 - 10'-11/4" —TRUSRLFS _ — S BEARING 10'-8 1/4" Y T/0 STEEL ANGLE =BEAM- 3; BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 - ALUM GUTTER - KNYAR FINISH, MATCH P-1 8" NOMINAL CMU RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - 42 HIGH MIN. PVC ROOFING SYSTEM, 4" POLYISO RIGID INSULATION, 1/2" PLYWOOD DECK PRE -ENG WD PARALLEL -CHORD TRUSSES @ 24" OC CONT 2-2x4 ON CONT STEEL ANGLE - SEE STRUCTURAL CEILING AS SCHEDULED R-15 FIBERGLASS BATT INSULATION WALL SECTION SCALE. 3/4 = V-011 (: )7 CONT ALUM COPING OVER FOUR (4) LAYERS OF 3/4" PT PLYWOOD NAILER 3 A104 18'-8", T/0 CMU 3 8 x 8BOND B'EAM CONT 2x PT WOOD LEDGER 1314" T/0 BOND BEAM VARIES _ _ _ T/O WOOD TRUSSES 8 x 24 BOND BEAM �1 R_U_SS /4" TRUSS BEARING A 8" NOMINAL CMU FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 3 -PART STUCCO SYSTEM ON METAL LATH FINISHED GRADE 0'-0" T/O CONC SLAB BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 CONTINUOUS TERMINATION BAR AND SEALANT BY ROOFING MANUFACTURER PVC ROOFING SYSTEM, 4" POLYISO RIGID INSULATION, 1/2" PLYWOOD DECK PRE -ENG WD PARALLEL -CHORD TRUSSES @ 24" OC CEILING AS SCHEDULED R-15 FIBERGLASS BATT INSULATION 5/8" MOISTURE AND MOLD RESISTANT GYP BD, ON 3 5/8" LT GA METAL STUDS @ 16" OC TILE AS SCHEDULED _.mak_____ � � , : • � •,'a�.. r � � � _ — - � I � a CONCRETE FOOTING - SEE I r STRUCTURAL �• _____.. _. ° WALL SECTION L 1 4" / V-0" SCALE: 3 o�eP PERMIT SET CO r**4 �L O LL. U Cn Cu (U m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/E B-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI2 9.20.2018 3 ASI 4 10.4.2018 PROJECT NO: 16111 0 WALL SECTIONS A31 1 V J J Lu w a O O z w 0 U- 0 O z O cn Lu CL z w 'S V) 0 W a X Lu Lu F- LuH 2 H Q a z O J O 2 z 0 w V 0 C n. w w Lu m w W z J J 2 Cn H 0 z Q V J J Lu w o_ O O V z C7 V) Lu 0 LL O w CL Lu F_ V 0 z Q W V H W ul U- 0 z Lu ,Ce V z H 'z V / z Z 0 V) 1 5 DELETED 1 4 DELETED ENG WOOD SCISSOR 8'-4 1/2" TRUSSES @ 24" OC V) U LL 0 0 2x8 WOOD NAILER (CUT) OVER 8 ¢ u 2x4 WOOD NAILER A316LL CONT 2x12 PT WOOD ��. �\ LEDGER R-38 FIBERGLASS t'A �• i ` BATT INSULATION —�_; \i ------------ 1 12 oiw 4 TYP 13'-4" 2 TYP 12 5/8" PT PLYWOOD 3/4" T&G WOOD CEILING •'�"'� � � � CONT BACKER ROD & SEALANT 8"x 4" FAUX WOOD RAFTER 3 DELETED 1 DELETED TWO (2) 2x8 PT WOOD TOP PLATE - SEE STRUCTURAL FOR ANCHORING R-15 FIBERGLASS BATT INSULATION 5/8" MOISTURE RESISTANT GYP BD (UNLESS OTHERWISE NOTED) BASE AS SCHEDULED 2x8 PT WOOD RAFTERS @ 24" OC ---/ SEE STRUCTURAL DRAWINGS FOR LOCATION, SIZE, AND REINFORCEMENT, OF BOND BEAM OR TIE BEAMS 8" NOMINAL CMU ISI 3 PART STUCCO SYSTEM - PAINT, P-2 FLUID APPLIED AIR & WEATHER BARRIER FLUID APPLIED AIR & WEATHER BARRIER WOOD POST HOLD GYP BD 1/2" ABOVE SURFACE OF CONCRETE J 1'-0" FLOORING AS SCHEDULED lo i REINF CONC SLAB OVER REINF CONC SLAB OVER 0 z W ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD ROOF SHEATHING 2x6 PT WOOD BLOCKING BETWEEN RAFTERS CONT ALUM EAVE DRIP 12'-17/8"t _ T/0 WOOD BEAM CONT 2x4 PT WOOD FASCIA (2) 2x8 PT WOOD BEAM NOTE: SEE STRUCTURAL FOR ANCHORING AND ATTACHMENT OF WOOD FRAMING (4) 2x6 PT WOOD POSTS WRAPPED BY 1x WOOD TRIM - STAIN, STN -2 2x KDAT WOOD SLATS - STAIN, STN -2 4x8 KDAT INTERMEDIATE WOOD POST CENTERED BETWEEN 8x8s VAPOR BARRIER VAPOR BARRIER _ _ 0'-1" _ _ T/O SLAB AT BASE OF POST 0'-0„( / T/O CONC SLAB : • _ a ti•. .��..� i ;.i i _... ^.. .a '•: •.- �. �,. ..: .... .._...._..� s f.z �j j i_ ' � � _..� i ' i .a.' - - i - 3 i .. , .... • • _ _1 ! I E t f i € � __�. 7f_ ! � f i .,..._._._. :.�.:. '::a. �'.� ' '.p� - � r�• i -. � I I jii -� ._.."_."" .. ...I _ .�{_-�_. � i -! ..- ' 1 1, 1-- -_ � r� ,! �lir_- .•�.� . a, CONCRETE FO OTING -SEE V STRUCTURAL H 3 - CONCRETE FOOTING - SEE STRUCTURAL �1i���� �• _ ��� —�. i�� it {�� i�WIi�, k fr 1 } 07 WALL SECTION SCALE: 3/4" = V-0" Cu .L O LL U En Cu O m U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 1 VE REVISIONS 4.20.2018 PROJECT 1 OJEC NO: 6111 8U'L c SEP 17 2010 DEPAR EN i PERMIT SET WALL SECTIONS �A312 V J J W r>a w pa O V z C7 w in W O z O g w a - z z W oC V) CL X Lu W F- F - O a z Ce O Lu J O z W V a W ce w m Ce Lu z J J Q 2 F- z Q V J J Lu F- 9 9 w CL O V z 0 W 0 LL O W G. a W F- Z W V Ce w En LL O F - z W Ce z z a V) z 0 F - DOWNSPOUT DETAIL SCALE: N.T.S. 6"x 4" ALUM DOWNSPOUT —i -7 -f-7 8"0 TO 6"0 PVC I I ADAPTOR fV - tV I ALIGN TOP OF - 6"0 PVC PIPE N L--- --. W/ T/O SLAB 6"0 PVC PIPE TO STORM DRAINAGE SYSTEM �i 6" x 4" METAL DOWNSPOUT FROM ROOF DO NOT SEAL PERIMETER COVER TO FIT OVER 8"0 PVC ADAPTOR SCREW FASTENERS AT QUADRANTS 8"0 TO 6"0 PVC ADAPTOR 6"0 PIPE TO STORM DRAINAGE SYSTEM NON-COMBUSTIBLE DECKING AND ROOFING MIN. 18" AROUND EACH SMOKER STACK — ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD ROOF DECK CONT ALUM EAVE DRIP Z rik 6'-8 3/4" T/O WD BEAM ALUM GUTTER - KYNAR FINISH, MATCH P-3 CONT 2x6 PT WOOD FASCIA 2-2x6 PT WOOD BEAM 6x6 PT WOOD POSTS 2 ALUM FRAMED SCREEN ENCLOSURE y WALL FINISH T/0 SLAB FOUNDAT nN i �, 71 i � DOWN POUT DETAIL SCALE: 1 1/2" = V-0" L 4- WOOD POST 2 3/4" 1 GENERAL SMOKER NOTES I. SMOKER IS TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED. 2. PER MANUFACTURER, THE SMOKER IS A LOW HEAT PIECE OF EQUIPMENT. STACK PENETRATION TO THRU ROOF IS PER MANUFACTURER'S RECOMMENDATION TO MEET 2014 FLORIDA MECHANICAL CODE. 3. MAINTAIN 18" MINIMUM DISTANCE OF SMOKER STACK FROM COMBUSTIBLES. CONTRACTOR TO COORDINATE ROOF STRUCTURE WITH STACK LOCATIONS. 3'-6" 1.-611 1'-6" HIGH HEAT SILICON ROOF BOOT: AZTEC WASHER #8 (MODEL NO. RD801RG) 15'-4" 12 4 TYP WOOD POST 2'-8" 11-4'v 2X6 PT WOOD BLOCKING BETWEEN RAFTERS TWO-PIECE PREFINISHED ALUM FLASHING CONT 2x4 PT WOOD FASCIA 11'-7 5/8" T/O WD BEAM 2x12 WOOD RAFTERS @ 24" OC 2x12 ENCLOSURE BOARD BETWEEN JOISTS \ 2-2x8 WOOD BEAM 6x6 PT WOOD POST ALUM FRAMED SCREEN ENCLOSURE WOOD BAR TOP ♦ , ,11 i 111 'i111 11�y�1� �1�1 1�1�11111111� 1!1'1'1�'1'1�1�1'1`17�1�1`t��1'`�1�1'1�0'1�1�1 �,,•• �������s���� W� lllll�l'll�lllllll�l) �. DOWNSPOUTSALUM SLAB .. • • y 2x8 PT WOOD u� FRAMING EACH CH SIDE Nx OF POST t, > X�x 2x4 PT WOOD SLATS DOWNSPOUTS TO TIE INTO STORM ,�� , � DRAINAGE SYSTEM - TYP � _ � �� C, FINISHED GRADE ✓ �� '< CONC SIDEWALK �'/0 0 XXXYXYXA T/O CONC CURB 2 15'-11 1/2" 3 3/4" -/ WALL SECTION SCALE: 3/4" = V-0" Q o�Qp,F� PERMIT SET LL s U Cu N Cn m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4p i DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI 6 11.2.2018 PROJECT NO: 16111 WALL SECTIONS A313 U J J w 9 w CL O O U z C7 Lu 0 U- 0 O z O N Lu 0- z z Lu N Ln Lu w Lu I— H O a z O Lu J O z w u D a Lu r" Lu m Ce ' zw J J 2 cn I— z U J Lu F a 0 z C� V Lu n LL O CeIII CL a Lu H cn D z Q Lu U Lu 0 U- 0 O z W Ce z z Q cn z 0 V) ASPHALT SHINGLES UNDERLAYMENT — 1/2" PLYWOOD DECK LINE OF CMU 2x10 PT WOOD RAFTER @ 24" OC 2x12 PT WOOD FRIEZE/LEDGER BACKER ROD & SEALANT CONT METAL J -CHANNEL CORRUGATE METAL PANELS FLUID APPLIED AIR & WEATHER BARRIER 1/2" PLYWOOD SHEATHING 4 1/4" 4 3/8" RAKE TRANSITION DETAIL SCALE: 1 1/2" = 1'-0" 2 - 2x6 TOP PLATE - ENG WOOD SCISSOR TRUSS - 2x6 WOOD STUDS @ 16" OC - BATT INSULATION ASPHALT SHINGLES 2 - 2x6 TOP PLATE UNDERLAYMENT 10 1/4" 1/2" PLYWOOD DECK JV/ 2x8 PT WOOD RAFTER @ 24" OC 2x12 PT WOOD I I FRIEZE/LEDGER �. BACKER ROD & SEALANT - -- CONT METAL J -CHANNEL I ENG WOOD CORRUGATE SCISSOR TRUSS METAL PANELS I _ 2x6 WOOD FRAMED FLUID APPLIED AIR & ''� 1 GABLE END (BEARING WEATHER BARRIER I -SEE STRUCTURAL) 1/2" PLYWOOD ''� i SHEATHING I BATT INSULATION RAKE TRANSITION DETAIL 4 SCALE: 1 1/2" = 1'-0" 2 - 2x6 TOP PLATE ENG WOOD SCISSOR ASPHALT SHINGLES TRUSS UNDERLAYMENT 4 1/4" 1/2" PLYWOOD DECK 2x8 PT WOOD I I RAFTER @ 24" OC 2x12 PT WOOD FRIEZE/LEDGER WOOD BEAM - SEE STRUCTURAL BACKER ROD & SEALANT SELF -ADHERED - R-38 FIBERGLASS BATT WATERPROOF MEMBRANE s INSULATION 3 -PART STUCCO SYSTEM I --'' 2X6 WOOD FRAMED FLUID APPLIED AIR & GABLE END (BEARING - WEATHER BARRIER SEE STRUCTURAL) 1/2" PLYWOOD SHEATHING � �� �' BATT INSULATION RAKE TRANSITION DETAIL SCALE: 1 1/2" = 1'-0" 13'-4" _ IF T16 -CMU 1._0.. o U LLLL0 O Lu w U U 12 6 L ,TYPA316 If ��� \�. BUILT-UP CRICKET W/ MODIFIED BITUMEN ROOF I ��\ 18 GAGE BREAK METAL I U MATCH DOOR FRAME. ADHERE TO GWB - SEE STRUCTURAL DRAWINGS FOR LOCATION, SIZE, AND REINFORCEMENT, OF BOND BEAM OR TIE BEAMS BEND BREAK METAL AT HEADER ADHERE TO GWB NOTE: SEE SECTION 1/A312 FOR APPLICABLE NOTES AND DIMENSIONS DOUBLE 2x8 RAFTERS BELOW TO TERMINATE AT BOTTOM OF DOUBLE 2x12 RAFTERS ABOVE NOMINAL 8" CMU CORRUGATED METAL PANELS SCREWED TO CMU - COLOR PER SPECIFICATIONS 10'-0 3/8" B/O CONC TIE BEAM/HEADER BACKER ROD & SEALANT EACH SIDE ALUM STOREFRONT ENTRY SYSTEM 13'-3 1/4"f 2x10 PT WOOD RAFTERS - DOUBLE RAFTERS ABOVE DOUBLE POSTS TO ALIGN W/ CORBELS 13'-7" MODIFIED BITUMEN MEMBRANE 12 1 TYP �--� (4) 2X6 PT WOOD POSTS WRAPPED BY 1X WOOD TRIM - STAIN, STN -2 1/2" PLYWOOD DECK 2X8 PT WOOD RAFTERS ATTACHED TO INSIDE FACE OF EACH DOUBLE POSTS AND UNDERSIDE OF DOUBLE RAFTERS RAKE - BEYOND 1 law 6-2" w _ 16'-7 5/8" _ _ WORKING POINT 3-2x12 PT WOOD BEAMS 13'-8 3/4" 2x8 PT WOOD CORBELS ATTACHED TO INSIDE FACE OF EACH DOUBLE POSTS AND UNDERSIDE OF DOUBLE RAFTERS 12'-1 7/811t 10° CUT 3/4" WIDE x 14" LONG 611 GROOVE FOR STEEL PLATE BOLT WOOD COLUMN TO STEEL BRACKET 3/4" STEEL PLATE ^N 0'-1" (U.N.O.) T/0 CONC I I SEE STRUCTURAL FOR 5 ANCHORING COLUMN DETAIL Z SCALE: 3/4" = 1'-0" 6X6 PT WOOD POSTS WRAPPED BY 1X WOOD TRIM - STAIN, STN -2 1 0'-1"IF _ _ T/0 SLAB AT BASE OF POST 3/4" BOLT WOOD COLUMN TO STEEL BRACKET � M 3/4" STEEL PLATE - 0'-1" (U.N.O.) T/O CONC SEE STRUCTURAL FOR \ ANCHORING L a COLUMN DETAIL 6 SCALE: 3/4" = 1'-0" CTJ r'1*4 .O O L.L. U 00 m U CIO DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: ILDING SEP 11 2018 RTMEN7 WALL O� SECTIONS PERMIT SET A314 U J J W W a. O O U z (D V) Lu n W O Z O V) 37U.1 a - z W Cn W a w Lu F- F - 0 2 F- ate. Z O Lu J O Z D W U C a - Lu w Lu m Ce W w Z J J Q 2 V) F— z Q V J J W F - w a. O 0 z 0 1-4 V) Lu n W O W a. a. Lu F— V) Z Q W U Ciew V) u- 0 O F— z w z z Q 0 z 0 V) F- ELETED ASNHAL(S 1/2" PLYW( 2x4 PT WD BETWEEN I CONT ALUP EAVE DRIP CONT 2x4 I WOOD FAS 2x8 PT WO @ 24" OC 2-2x12 PIT\ 1X6 T&G PT ALUM ROOI ASPHALT SI UNDERLAYP PLYWOOD I 2x12 PT WC RAFTERS @ REINF CONC VAPOR BARR -0'-4" T/0 CONC SL 3 3/4" -/ WALL SECTION 1 SCALE: 3/4" = V-0" 16-2" /O CONC_ CURB 1X6 T&G PT WOOD SLATS 12'-2_1/2" T/0 CONC CURB - 3 -2x12 PT WOOD BEAM 2x4 PT WOOD SLATS @ 5 1/2" OC VERT 6'-101/4"_ _ -"*4\ B/O 2x4 PT WOOD SLATS (4) 2x6 PT WOOD POSTS WRAPPED BY 1x WOOD TRIM - STAIN, STN -2 WOOD BAR TOP 3'-6" T/O OF BAR TOP 2x8 PT WOOD FRAMING EACH SIDE OF POST 2x4 PT WOOD SLATS @ 5 1/2" OC VERT REINF CONC SLAB OVER VAPOR BARRIER 0'-011 T/0 CONC CURB m 0**4.L O LL s U In Cu CU m U C= Cu Q INTERIOR DESIGN DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 I LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 ILDING D RTMEN SEP 17 2010 WALL 0 ,� � SECTIONS PERMIT SET V J J W z W CL O 0 z C� W to U- 0 z O Lu a - z z Lu r_ Ly En V) w a CL X Lu W F- F- ce Q d z Ce O W J O _ z D W V a w r" Lu m w w z J J Q _ Ln F- r� z Q J J W Z CLw O 0 z (7 V) w 0 LL O cew a O ce CL Lu I=- Cn z Q w V C w V) LL O F - z Lu F- Cn z z Q cr) z 0 _ F- BEARING CONDITION SCALE: 1 1/2" = V-0" 5 DELETED 4 DELETED BEARING CONDITION SCALE: 1 1/2" = V-0" BEARING CONDITION SCALE: 1 1/2" = V-0" 1 3 DELETED PVC ROOFING FLASHING MI CONT SEALA ALUM ROOF/ FLASHING - - UP WALL 8" ASPHALT SH; UNDERLAYMI 1/2" PLYWOC R-38 FIBERGL BATT INSULA-. ENG WOOD SCISSOR TRU: 3/4" T&G WOOD SL 8" NOMINAL CMU . STRUCTURAL FOR BEAMS AND/OR TII BEAM LOCATIONS 5/8" MOISTURE AN MOLD RESISTANT I 3 5/8" METAL STUC O.C. - HOLD FACE 4 3/8" OFF FACE 01 BATT INSULATION 2 DELETED ROOF/WALL DETAIL 1 SCALE: 1 1/2" = V-0" FLUID APPLIED WEATHER & AIR BARRIER 2x PT WOOD NAILER 3 -PART STUCCO SYSTEM - PAINT, P-1 EXTEND FLASHING 6" UP WALL SELF -ADHERED WATERPROOFING MEMBRANE WEEPS SCREED ALUM ROOF/WALL FLASHING ASPHALT SHINGLES UNDERLAYMENT 1/2" PLYWOOD DECK 2x12 PT WOOD RAFTER 2x12 PT WOOD FRIEZE/LEDGER BACKER ROD & of 3 -PART STUCCO 0 SYSTEM - PAINT, P-1 !" � PERMIT SET LL s U Cu CU m U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 JILDIW SEP 17 2018 >ARTMEN ; ROOF/WALL SECTION AND DETAILS A316 V J J W 9 W 0- 0 O z w 0 LL z O H Ln V Lu 0- z ujw w CL w W F- D 2 ce a z O LuJ z D w V a w w w ca w w z J J Q 2 F- 0 z J W Q� W CL O V z W 0 U- 0 W CIL ce a w F_ V H 0 z Q W V w V) U- 0 O F_ Lu z z z 0 V) F– TOILET ACCESSORIES KEY �1 -- RECESSED MULTI -ROLL TOILET TISSUE DISPENSER - BOBRICK B-3888 O2 — RECESSED PAPER TOWEL DISPENSER - BOBRICK B-35903 O3 ---- RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - BOBRICK B-38034 - TRIMLINE SERIES O4 -- RECESSED TOILET SEAT COVER DISPENSER - BOBRICK B-3013 O AUTOMATIC WALL MOUNTED FOAM SOAP DISPENSER - BOBRICK B-2013 O6 -- 1 1/4" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE - BOBRICK B-5806 X 36 �--1 1/4" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE - BOBRICK B-5806 X 42 �8 -- PARTITION - BOBRICK WALL HUNG 1550 SERIES PHL METROSERIES PARTITION WITH STAINLESS STEEL HARDWARE HORIZONTAL RECESSED STAINLESS STEEL BABY CHANGING STATION - KOALA KARE PRODUCTS MODEL - KB110-SSRE 10 WALL HUNG MIRROR - BELLACOR - PARAGON RUSTIC CHIC OLD BARN WOOD RECTANGULAR DECOR. MIRROR - #1579053 11 WALL HUNG MIRROR - BELLACOR - KALALOU RECYCLED WOOD RECTANGULAR MIRROR - #1856962 12 MIRROR - 1/2" CLEAR TEMPERED MIRROR WITH SCHLUTER; JOLLY ON ALL FOUR SIDES, SEE INTERIOR ELEVATIONS 13 FREESTANDING TRASH RECEPTACLE - SIMPLEHUMAN 4.5 LITER ROUND STEP CAN; WHITE STEEL; SKU#CW1853 14 FREESTANDING TRASH RECEPTACLE - SIMPLEHUMAN 35 LITER ROUND STEP CAN; DARK BRONZE STEEL; SKU#CW2046 15 HOOK - SCHOOLHOUSE ELECTRIC - DOVER COAT I HAT HOOK - OIL RUBBED BRONZE O NOTE ALL ACCESSORIES MOUNTED TO MANUFACTURERS RECOMMENDATION UNLESS DIMENSIONED OTHERWISE. RESTROOM ACCESSORIES PLAN SCALE: 3/8" = V-0" So 0 M 1'-0" 3'-11/2" 10 T-6 1/2" 2'-6" 2'-1" 1'-7" O 00 I / M 3/A402 N I N 13/ 'Q1 I – 112 A402 FD C\ C D 12'-7" 4' N / I'Q c 94. 114 � I! „ � J I/ T X 2'-9.. — 21 -9 _2" 6WOMEN L 1'-3" 3'-5" 0 I— _I 1- —I 0 1 O �, No 8/A402 MEN 113 5 A402 / F FD 0 11/�- N N 2/A402 ' Q i 1'-5" T-1" 1'-0" 3'-11/2" 2'-6" 2'-1" V-7" T-6 1/2" 0 En 50 in 0 rV mass mono mamm ENLARDGED RESTROOM PLAN DIM SCALE: 3/8" = V-011 PERMIT SET Cu (0**4 L O LL, U C Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC o.oc�n�WED FOR .18- 01 a W7 E-'- s No. ECT NO: 16111 RESTROOM PLANS AND ACCESSORIES A401 J J w W a O 8 z (D W u- 0 O z O Ln W CL z W V) C xa W F- a z Ce O LuJ z 0 W V In a cece W Cm ce W > W z J J V) F- D z 4 J J Lu FQ W a O 0 z c� Ln 0 u- 0 w a a W to D z Q W V rY W Ln u - O z W aC z z Q L9 Z - o P-2 J \ 114A O LOUVER DOOR 0 / cr WOMEN [114] RESTROOM ELEVATIO I JL SCALE: 3/8 = 1'-0" FINISHED CEILING FINISHED FLOOR N "ECESSED COVE AND LED TAPE LIGHT, REFER TO ELEC. DRAWINGS EXTEND TILE TO — UNDERSIDE OF FINISHED CEILING ZECESSED MIRROR, - REFER TO NOTES ALL SCONCE, REFER O ELEC. DRAWINGS CUSTOM VANITY, — REFER TO DETAIL RESTROOM EL SCALE: 3/8" = 1'-01" FINISHED FLOOR EVATI O N RESTROOM EL SCALE: 3/8" = 1'-0" FINISHED CEILING FINISHED FLOOR EVATIO N CTVISHED r'r-T' T""' ;ESSED :FER TO L SCOW :-LEC. DI RESTROOM SCALE: 3/8" = 1'-0" RECES; \CCESS( 1.AISHED . ELEVATION , FINISHED CEILING P-2 OPEN T\ / �EYOND 113A � LOUVER 0 w00R MEN [113] FINISHED FLOOR LRESTROOM ELEVATION 3/8" = 1'-0" T-:3 12 P-2 \\ 5) \ 113 15 —r / MEN [113] RESTROOM ELEVATION ISCALE: 3/8" = 1'-0" ESTROOM EL 3/8" = 1'-0" FINISHED CEILING aLL MOUNTED " FLATSCREEN TV ILL MOUNTED INK RAIL, WD 1X TH WD FRENCH EAT, STN -2 FINISHED FLOOR EVATI O N STROOM ELEVATION 3/8" = 1'-0" LIGHT COVE 4" i� f°1 —. RESTROOM EL SCALE: 3/8" _ 1'-0" Cu FINISHED CEILING L- 0 O LL WALL SCONCE, REFER TO ELEC. DRAWINGS L) Cu N m Cu CUSTOM VANITY, Q REFER TO DETAIL FINISHED FLOOR EVATI O N 1'ILIY [11JJ RECESSED MIRROR, REFER TO NOTES 12 P-2 T-3 P-2 OPEN To P-2 BEYOND 7 1 4 WOMEN [114] VESTIBULE [112] WALL SCONCE, REFER TO ELEC. DRAWINGS FINISHED CEILING WOMEN [114] FINISHED FLOOR RESTROOM ELEVATION SCALE: 3/8" = 1'-0" FINISHED CEILING T-3 P-2 7 4 1 Cr - d MEN [113] FINISHED FLOOR RESTROOM ELEVATION SCALE: 3/8" = 1'-0" WALL MOUNTED 32" FLATSCREEN TV WALL MOUNTED P-2 WC -2 STN -3 WC -1 � 15 DRINK RAIL, WD 1X WITH WD FRENCH CLEAT, STN -2 i MEN [113] NOTE: SEE SHEET A401 FOR TOILET ACCESSORY KEY FINISHED CEILING WALL SCONCE, REFEI TO ELEC. DRAWINGS DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r I DATE: .017 16111 CS AUTOMATIC FAUCET, REFER TO PLUMBING DRAWINGS VESTIBULE [112] WOMEN [114] RESTROOM ELEVATI 1 SCALE: 3/8" = 1'-0 WALL MOUNTED SINK RESTROOM WITH COORDINATING SHROUD, REFER E L E VAT I O N S PLUMBING DRAWINGS ^^ AND ^i SHED FLOOR ACCESSORIES S ON nm PERMIT SET EDGING TRIM, SCHLUTER; JOLLY WALL SCONCE, REFER T-3 BRUSHED GRAPHITE TO ELEC. DRAWINGS ANODIZED ALUMINUM WALL MOUNTED 32" FLATSCREEN TV P-2 WALL MOUNTED WC -2 5 DRINK RAIL, WD 1X WITH WD FRENCH 5 WC -2 15 CLEAT, STN -2 f1 4 o U a m - -d .1 I'll 1'ILIY [11JJ RECESSED MIRROR, REFER TO NOTES 12 P-2 T-3 P-2 OPEN To P-2 BEYOND 7 1 4 WOMEN [114] VESTIBULE [112] WALL SCONCE, REFER TO ELEC. DRAWINGS FINISHED CEILING WOMEN [114] FINISHED FLOOR RESTROOM ELEVATION SCALE: 3/8" = 1'-0" FINISHED CEILING T-3 P-2 7 4 1 Cr - d MEN [113] FINISHED FLOOR RESTROOM ELEVATION SCALE: 3/8" = 1'-0" WALL MOUNTED 32" FLATSCREEN TV WALL MOUNTED P-2 WC -2 STN -3 WC -1 � 15 DRINK RAIL, WD 1X WITH WD FRENCH CLEAT, STN -2 i MEN [113] NOTE: SEE SHEET A401 FOR TOILET ACCESSORY KEY FINISHED CEILING WALL SCONCE, REFEI TO ELEC. DRAWINGS DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r I DATE: .017 16111 CS AUTOMATIC FAUCET, REFER TO PLUMBING DRAWINGS VESTIBULE [112] WOMEN [114] RESTROOM ELEVATI 1 SCALE: 3/8" = 1'-0 WALL MOUNTED SINK RESTROOM WITH COORDINATING SHROUD, REFER E L E VAT I O N S PLUMBING DRAWINGS ^^ AND ^i SHED FLOOR ACCESSORIES S ON nm PERMIT SET U J J W QH a w CL O O V z (7 Lu 0 U- 0 Z O to �G w a z W aC W X W W F- D O Q a z O w J z Lu V 0 2 CL W Q W m W w z J J Q (n D z Q J J L w a O 0 z C� W 0 U- 0 w a O a Lu F- cn z Q W v Ce W U- 0 Z W C z z Q z 0 V STANDING SEAM METAL ROOF - MATCH BUILDING NORTH ELEVATION 8 SCALE: 1/4" = 1'-0" NOTE: SEE RESTROOM ACCESSORY KEY ON SHEET A401 FINISHED CEILING AGING TRIM, ;HLUTER; JOLLY USHED GRAPHITE IODIZED ALUMINUM '(LL SCONCE, REFER I ELEC. DRAWINGS TOMATIC FAUCET, FER TO PLUMBING AWINGS kLL MOUNTED SINK TH COORDINATING ROUD, REFER TO 1MBING DRAWINGS LLL BASE, WB -2 =INISHED FLOOR RESTROOMELEVATION SCALE: 3/8" = 1'-0" RESTROOM 1 SCALE: 3/8" = 1'-0" FINISHED CEILING GING TRIM, HLUTER; JOLLY USHED GRAPHITE IODIZED ALUMINUM -ESSED BABY ANGING STATION ,LL BASE, WB -2 .=INISHED FLOOR ELEVATION STN -2 D.2 R TRIM,— P-2 \ 15 120 P-2 0 / 11-41,_ 4'-0 3/8" 4'-0 3/8" RESTROOM EL SCALE: 3/8" 1'-0" WEST ELEVATION SOUTH ELEVATION 7 6 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PRE -FIN CONT METAL E:AVE DRIP - PROVIDED 13Y STANDING SEAM ROOF MANUFACTURER CONT 2x6 KDAT WOOD FASCIA - S7AIN, STN -2 FINISHED CEILING 9'-11 1/4"± BRG PLATE x WOOD BLOCKING BETWEEN RAFTERS TWO (2) 2x4 TOP PLATE 2x4 WOOD STUDS @ 16" O.C. `— 2x6 KDAT WOOD PAINT BOTTOM WOOD 1x3 PT WOOD FURRINGS @ 24" OC HORIZ -STAIN, STN -2 PLANK, P-2, EPDXY PAINT FASCIA FINISHED FLOOR FLUID APPLIED AIR & EVATION WEATHER BARRIER HOLLOW METAL DOOR W/ LAMINATED WOOD VENEER RETURN WOOD TO FRAME AND MITER JOINT lz� HAND SINK \ HOLLOW METAL DOOR FRAME - PAINT, P-? RESTROOM EL SCALE: 3/8" 1'-0" WEST ELEVATION SOUTH ELEVATION 7 6 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PRE -FIN CONT METAL E:AVE DRIP - PROVIDED 13Y STANDING SEAM ROOF MANUFACTURER CONT 2x6 KDAT WOOD FASCIA - S7AIN, STN -2 FINISHED CEILING 9'-11 1/4"± BRG PLATE x WOOD BLOCKING BETWEEN RAFTERS TWO (2) 2x4 TOP PLATE 2x4 WOOD STUDS @ 16" O.C. RESTROOM EL SCALE: 3/8" = 1'-0" FINISHED CEILING AGING TRIM, HLUTER; JOLLY USHED GRAPHITE IODIZED ALUMINUM kLL SCONCE, REFER i ELEC. DRAWINGS ZESSED BABY ANGING STATION ALL BASE, WB -2 INISHED FLOOR EVATI O N 5/8" PLYWOOD SHEATHING BATT INSULATION V-7 1/2" 6'-0" EDGE OF SLAB ALIGN OUTSIDE FACE OF RAFTER WITH OUTSID FACE OF WOO STUDS 6x8 KDAT WOOD RAFTS 3x6 KDAT WO( PURLINS 1x6 T&G KDAT WOOD SLATS MITER CORNET 12 4 5/8" MOISTURE RESISTANT GYP BD OPEN CELL SPF INSULATION (R-38 MIN.) T-0" T/O TILE 5/8" MOISTURE RESISTANT GYP BD TILE - SEE FINISH SCHEDULE CONT 2x4 PT SOLE PLATE OVER CONT EDPM GASKET STRIP - CONT SEALANT ON INSIDE REINF CONC SLAB OVER VAPOR BARRIER, SLOPE TO DRAIN - SEE STRUCTURAL EAST E L EVATIO N 5 SCALE: 1/4 = 1'-0" EDGE OF SLAB LAP SELF -ADHERED WATERPROOF MEMBRANE OVER CONT METAL FLASHING SEE FINISH F[NISHED GRADE SCHEDULE FOR FLOORING �0'" -0 Y TIO CONC SLAB ad. V-7 1/2" 12'-0" 3x6 KDAT WOOD PURLINS @ 16" O.C. - CLEAR COAT STANDING SEAM METAL ROOF, UNDERLAYMENT, 1/2" PLYWOOD DECK _ _ T/0 BRG PLATE_ 6x8 KDAT WOOD RAFTERS - STAIN, STN -2 TWO (2) 2x6 TOP PLATE 2x6 WOOD STUDS @ 16" O.C. NOTE: OFFSET PT WOOD SOLE PLATE 5/8" FROM EDGE OF CONC SLAB IN ORDER TO ALIGN THE FACE OF PLYWOOD SHEATHING WITH EDGE OF CONC SLAB CONT 2x6 PT SOLE PLATE OVER CONT EDPM GASKET STRIP - CONT SEALANT ON INSIDE NOTE: SEE RESTROOM ACCESSORY KEY ON SHEET A401 OUTHOUSE SLAB PLAN SCALE: 3/8" 4m 12/ O fn ep O 10/A403 ACCESSORIES PLAN 2 SCALE: 3/8" = 1'-0" NOTE: PROVIDE UNISEX SIGNAGE ON DOOR AS REQUIRED PER CODE. 6-0" 7/A403 61-0" 3'-0" 3'_0,. 0 SLOPE DN 1/2" 0 CONCRETE STOOP rn FN 60 D / M Q d - OUTHOUSE PLAN(j) SCALE: 3/8" = 1'-0" OOW PERMIT SET LL DESIGN/COOPERATI VELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC v � DATE: 8.18.2017 1 ASI 6 11.2.201811.2.2018 PROJECT T NO: 16111 OUTHOUSE PLANS, SECTIONS, & ELEVATIONS A403 1x6 T&G KDAT WOOD SLATS ON PAINT BOTTOM WOOD 1x3 PT WOOD FURRINGS @ 24" OC HORIZ -STAIN, STN -2 PLANK, P-2, EPDXY PAINT FINISHED FLOOR FLUID APPLIED AIR & EVATION WEATHER BARRIER RESTROOM EL SCALE: 3/8" = 1'-0" FINISHED CEILING AGING TRIM, HLUTER; JOLLY USHED GRAPHITE IODIZED ALUMINUM kLL SCONCE, REFER i ELEC. DRAWINGS ZESSED BABY ANGING STATION ALL BASE, WB -2 INISHED FLOOR EVATI O N 5/8" PLYWOOD SHEATHING BATT INSULATION V-7 1/2" 6'-0" EDGE OF SLAB ALIGN OUTSIDE FACE OF RAFTER WITH OUTSID FACE OF WOO STUDS 6x8 KDAT WOOD RAFTS 3x6 KDAT WO( PURLINS 1x6 T&G KDAT WOOD SLATS MITER CORNET 12 4 5/8" MOISTURE RESISTANT GYP BD OPEN CELL SPF INSULATION (R-38 MIN.) T-0" T/O TILE 5/8" MOISTURE RESISTANT GYP BD TILE - SEE FINISH SCHEDULE CONT 2x4 PT SOLE PLATE OVER CONT EDPM GASKET STRIP - CONT SEALANT ON INSIDE REINF CONC SLAB OVER VAPOR BARRIER, SLOPE TO DRAIN - SEE STRUCTURAL EAST E L EVATIO N 5 SCALE: 1/4 = 1'-0" EDGE OF SLAB LAP SELF -ADHERED WATERPROOF MEMBRANE OVER CONT METAL FLASHING SEE FINISH F[NISHED GRADE SCHEDULE FOR FLOORING �0'" -0 Y TIO CONC SLAB ad. V-7 1/2" 12'-0" 3x6 KDAT WOOD PURLINS @ 16" O.C. - CLEAR COAT STANDING SEAM METAL ROOF, UNDERLAYMENT, 1/2" PLYWOOD DECK _ _ T/0 BRG PLATE_ 6x8 KDAT WOOD RAFTERS - STAIN, STN -2 TWO (2) 2x6 TOP PLATE 2x6 WOOD STUDS @ 16" O.C. NOTE: OFFSET PT WOOD SOLE PLATE 5/8" FROM EDGE OF CONC SLAB IN ORDER TO ALIGN THE FACE OF PLYWOOD SHEATHING WITH EDGE OF CONC SLAB CONT 2x6 PT SOLE PLATE OVER CONT EDPM GASKET STRIP - CONT SEALANT ON INSIDE NOTE: SEE RESTROOM ACCESSORY KEY ON SHEET A401 OUTHOUSE SLAB PLAN SCALE: 3/8" 4m 12/ O fn ep O 10/A403 ACCESSORIES PLAN 2 SCALE: 3/8" = 1'-0" NOTE: PROVIDE UNISEX SIGNAGE ON DOOR AS REQUIRED PER CODE. 6-0" 7/A403 61-0" 3'-0" 3'_0,. 0 SLOPE DN 1/2" 0 CONCRETE STOOP rn FN 60 D / M Q d - OUTHOUSE PLAN(j) SCALE: 3/8" = 1'-0" OOW PERMIT SET LL DESIGN/COOPERATI VELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC v � DATE: 8.18.2017 1 ASI 6 11.2.201811.2.2018 PROJECT T NO: 16111 OUTHOUSE PLANS, SECTIONS, & ELEVATIONS A403 J Lu CL O z 0 W 0 LL z O V) Lu 0- z z W S ul W w Ce a L w H O H a z ce O S _z w V 0 a ft W CIO w z J J Q z V J J uj w a O O V z C7 Lu 0 LL O III CL 0 a w H V) z W V w 11- 0 O z Lu ce V) z z V) z U0 1- PAINT FACE OF SOFFIT, P-3 ADJUSTABLE SHELVES, } HELV ES, PLM -1 ON ALL EXPOSED SURFACES COORDINATE GROMMET PLACEMENT WITH OWNER FURNISHED EQUIPMENT REMOVABLE PANEL, COORDINATE CUT OUT WITH OWNER o FURNISHED ►� EQUIPMENT PLASTIC LAMINATE CABINET, PLM --1 ON ALL EXPOSED SURFACES FINISHED FLOOR WAL INTERIOR ELEVATIO FINISHED CEILING PAINT UNDERSIDE OF FINISHED CEILING, P-3 DECORATIVE PENDANT, REFER TO ELEC. DRAWINGS Y2" CLEAR TEMPERED GLASS Y/2" CLEAR TEMPERED GLASS WITH FROSTED FILM GALVANIZED ALUMINUM SHEET, MTL-3, ON %4" CABINET GRADE PLY, MECHANICALLY FASTENED W/ SHEET METAL SCREWS FINISHED FLOOR N dj SCALE: 3/8" = 1'-O" CONTRACTOR TO MECHANICALLY MIDLAND HARDWARE TOY COWS: SCALE: 3/8" SECURE COWS TO ADJACENT (QTY. 6) BROWN WHITE SIMMENTAL COW; SKU: 216407 WALL, COORDINATE LOCATION (QTY. 6) ANGUS COW BLACK; SKU: 182442 WITH ARCHITECT, PROVIDE THE (QTY. 6) BLACK WHITE HOLSTEIN COW; SKU: 216397 FOLLOWING COWS: (QTY. 2) HEREFORD COW BROWN; SKU: 182439 (QTY. 1) TEXAS LONGHORN COW BROWN & WHITE; SKU: 182503 WALL MOUNTED SHELVING BRACKETS, FINISH: BLACK ADJUSTABLE SHELVES, PLM -1 CG -2 ON ALL SIDES, EXTEND TILE INSIDE OPENING AND PROVIDE SCHLUTER JOLLY TRIM TO MEET FRP AT FACE OF KITCHEN WALL Ez J--'- 3' t�� 1 � � 3 �„Y._,1. t I �. A J � ..' � _i. v i _ ..moi Y/2" CLEAR TEMPERED P-2 .,.,'... GLASS _ Y-- CG -2 Y2" CLEAR TEMPERED GLASS WITH FROSTED FILMOPEN �._:__, _ _ . _ , _ _ .� _ r_ _._ _ _.. 1 i Y 2'-0 �� . T P-2 TO BEYOND r _ _ _ ,�-- 2'-8" _ 6-0"6'-0.1 01 21-811 11_6, 7_L �---L T- 7 I I I I u I I I Ot } � � j ------� Z l ��---- �, `- ` _ _ _ _ __ I I r-------� r--- N PR DE SCHLI R JOLLY RI I TO M FFP AT FACE i LL__JI 1 1/4� 1 RESTORATION HARDWARE; CUSTOM � Z FINISH: OIL RUBBED BRONZE; LARGE FLUSH FLAT END CAP - MATTE BLACK - 2" OD; #BLK-76940-2; ROD; 8'-0" LONG; SINGLE ROD; LARGE 1/4n �L_ J� RECTANGLE BRACKETS (PROVIDE OD; #BLK-76979-2; AND INTERNAL SPLICING SLEEVE FOR 2" SUPPORT AS REQUIRED TO HOLD OD TUBING, AS REQUIRED WEIGHT OF OWNER FURNISHED BRAND IRONS); NO RINGS SS -1 ^ a /� ,. --- OF �i�CH--WAUI� - -- II I 00 I CIN I r =� - = R R I I �i LLI /Lu �z _ w_ uMi / LL I N I -----LL-�I / II I� - - I - � LLJ > Ir-- - 1/ " EQ EQ 2" EQ EQ 1 " 1/211 1/2" V-6 3/4"2'-5 1/211 3'-10" 2'-0" 2'-0" 3'-10" 2'-6" 1'-6 3/4" INTERIOR ELEVATION C 1 PAINT FACE OF SOFFIT, P-3 ADJUSTABLE SHELVES, } HELV ES, PLM -1 ON ALL EXPOSED SURFACES COORDINATE GROMMET PLACEMENT WITH OWNER FURNISHED EQUIPMENT REMOVABLE PANEL, COORDINATE CUT OUT WITH OWNER o FURNISHED ►� EQUIPMENT PLASTIC LAMINATE CABINET, PLM --1 ON ALL EXPOSED SURFACES FINISHED FLOOR WAL INTERIOR ELEVATIO FINISHED CEILING PAINT UNDERSIDE OF FINISHED CEILING, P-3 DECORATIVE PENDANT, REFER TO ELEC. DRAWINGS Y2" CLEAR TEMPERED GLASS Y/2" CLEAR TEMPERED GLASS WITH FROSTED FILM GALVANIZED ALUMINUM SHEET, MTL-3, ON %4" CABINET GRADE PLY, MECHANICALLY FASTENED W/ SHEET METAL SCREWS FINISHED FLOOR N dj SCALE: 3/8" = 1'-O" CONTRACTOR TO MECHANICALLY MIDLAND HARDWARE TOY COWS: SCALE: 3/8" SECURE COWS TO ADJACENT (QTY. 6) BROWN WHITE SIMMENTAL COW; SKU: 216407 WALL, COORDINATE LOCATION (QTY. 6) ANGUS COW BLACK; SKU: 182442 WITH ARCHITECT, PROVIDE THE (QTY. 6) BLACK WHITE HOLSTEIN COW; SKU: 216397 FOLLOWING COWS: (QTY. 2) HEREFORD COW BROWN; SKU: 182439 (QTY. 1) TEXAS LONGHORN COW BROWN & WHITE; SKU: 182503 WALL MOUNTED SHELVING BRACKETS, FINISH: BLACK ADJUSTABLE SHELVES, PLM -1 CG -2 ON ALL SIDES, EXTEND TILE INSIDE OPENING AND PROVIDE SCHLUTER JOLLY TRIM TO MEET FRP AT FACE OF KITCHEN WALL Ez J--'- 3' t�� 1 � � 3 �„Y._,1. t I �. A J � ..' � _i. v i _ ..moi P-2 .,.,'... ... - t a _ Y-- CG -2 — J a_ �._:__, _ _ . _ , _ _ .� _ r_ _._ _ _.. 1 i Y 2'-0 �� . T P-2 r _ _ _ ,�-- _ - 7-t 7-_ . i e _, 7_L �---L T- 7 } � � j P Z l CG -2 I EXTE'Np TILE IN E OPENI AND �, `- ` _ _ _ _ __ I r , PR DE SCHLI R JOLLY RI I TO M FFP AT FACE i _ RESTORATION HARDWARE; CUSTOM � Z FINISH: OIL RUBBED BRONZE; LARGE FLUSH FLAT END CAP - MATTE BLACK - 2" OD; #BLK-76940-2; ROD; 8'-0" LONG; SINGLE ROD; LARGE 90 DEGREE POST FOOT RAIL BRACKET - MATTE BLACK - 2" RECTANGLE BRACKETS (PROVIDE OD; #BLK-76979-2; AND INTERNAL SPLICING SLEEVE FOR 2" SUPPORT AS REQUIRED TO HOLD OD TUBING, AS REQUIRED WEIGHT OF OWNER FURNISHED BRAND IRONS); NO RINGS SS -1 ^ a /� ,. --- OF �i�CH--WAUI� - -- II i d CIN =� - = R R I I �i LLI /Lu �z _ w_ uMi BIW Z� I w I~ r1 >11 LL I N I -----LL-�I / II I� - - I - � LLJ > Ir-- - T-4 3/8" I VERIFY WITH OWNER FURNISHED EQUIPMENT WC -1 P-3 P-3 -I- WC -1 _ AIR VENT, REFER TO —w I0-01 MECH. DRAWINGS I MOM ------------------------------------------��--------------��--------- SURFACE MOUNTED f ---- REBAR MECHANICALLY FASTENED TO LIGHT FIXTURE, REFER OWNER FURNISHED ALIGN PAINT CUT LINE THE UNDERSIDE OF THE CEILING TO ELEC. DRAWINGS SIGNAGE DECORATIVE PENDANT, OPEN TO BEYOND Y2" CLEAR TEMPERED CG -1 WC -3 I r REFER TO ELEC. �� GLASS ------ / C DRAWINGS -------- CLEAR TEMPERED GLASS WITH FROSTED FILM --�-- 11-611 21-811 _SKEWED 2' 1'-611 C( LIN rERTOP, T-1 - - ---- �PEN TO/ MACKSIPLA6H, AND r---, r--------, �' i--- r- -� BEYOND _ $IDE-SPL4H, SS -2L J o N COI TERTOP, WD, STN -4 _--= P DRAWEOULL ------JI — ---- iV I it I I II 1 .. " TYPICAL 4'-2 3/8" FILLER 1'-3" 1'-3" V-3" FILLER 10 BARS TOTAL09 el 41-10" SKEWED SKEWED 4'-0" 2 EQUAL PANELS 4 EQUAL PANELS 4 EQUAL PANELS 2 EQUAL PANELS EXTEND BREAK METAL GHOSTED GLASS DOOR, CONTRACTOR TO WALL BASE, WB -2 WALL BASE, WB -1 GALVANIZED METAL SHEET, MTL-3, ON TO FACE OF ADJACENT COORDINATE WITH PROVIDE AND INSTALL %4' CABINET GRADE PLYWOOD, WALL, MATCH DOOR OWNERS AN PLASTIC LAMINATE, PLASTIC LAMINATE MECHANICALLY FASTENED WITH SHEET FRAME FINISH CONSULTANT FOR PLM -2, AT FACE OF CABINET, PLM -1 METAL SCREWS REQUIREMENTS EQUIPMENT DRAWERS V-3" - -le inn RECESSED )RAIN PAN EQ EQ `" - WALL BASE, WB -1 21'-10 3/4" n-------------------------------------�r---------------- - 1I I II n I I I 11 I n n 111 I I I II II I I I it it II II �I II II I I I II it II I I III 11 II II I L1L_ _---__-- __-JL-___JL--------- -------- ?D SHEWITH 5UPP0 SS -1 ONTO BBND SURF � BAI TOP, WD, STN -4 rr ,, EQ 5'-0" i 5'-0" EQ ®®, ,. 3'-0" CLEAR b . 61-01f 2'-0" TYP. ' 31-011 4'-0" 4'-0" 711 EQ 6 EQUAL REMOVABLE PANELS 01 EQ POWER/USB OUTLET, HORIZONTAL, GALVANIZED METAL SHEET, FINISH: BLACK, REFER TO ELEC. MTL-3, ON %4" CABINET GRADE DRAWINGS PLYWOOD, MECHANICALLY 5 PURSE HOOK, USE RESTROOM FASTENED WITH SHEET METAL A405 ACCESSORY #15 SCREWS WC -1 EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM BREAK METAL, MATCH J ALIGN FINISH, ADHERE TO WALL CENTER JOINT LINE ALIGN — 0 0 5'-111/2" ANTIQUE CUTTING VERIFY WITH OWNER BOARD, PROVIDE $1,000 ALLOWANCE CUSTOM WALL MOUNTED LOGO SIGN, PROVIDE $2,000 C3 ALLOWANCE WALL BASE, WB -2 - FINISHED CEILING 3'-0 1/4" 2'-4 3/8" tNISHED EQUIPMENT -�r- FINISHED FLOOR FIXED WOOD SHELVES, WD, INTERIOR ELEVATION STN -2, ON BLACK STEEL FRAME SCALE: 3/8" = 1'4" ;; 11_.-_;__'I INTERIOR ELEVATION SCALE: 3/8" = 1'-0" LL. DESIGN/COOPERATIVELLC WALLCOVERING 1032 HENDRICKS AVENUE SEAM, TYP. JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL q CIVIL ENGINEERING bo BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r WC -1 - WALLCOVERING SEAM, TYP. DGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM DATE:Pei Iruir.1 Mg 17 -LI tv Ir � .5• - L CG 2 CG -2 ,� E MALE NGINEERINI'�IENC _ k � +IITL O 00 R -LIC , r _z� , _. _� �_ } 1• 16111 } } EDGING TRIM, SCHLUTER; JOLLY BRUSHED EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM GRAPHITE ANODIZED ALUMINUM INTERIOR ELEVATIOIVFc�_ SCALE: 3/8" = 1'-0" N� PERMIT SET INTERIOR ELEVATIONS A404 J--'- LT_I T. I_ . 3 + I .. L L __ .I C 1 I .., — J a_ L a - 1_ ggg 7-t 7-_ . i e _, �---L T- 7 } � � j P - s EDGING TRIM, SCHLUTER; JOLLY BRUSHED ----/CONTRACTOR TO PROVIDE AND INSTALL GRAPHITE ANODIZED ,ALUMINUM RESTORATION HARDWARE; CUSTOM BAYONNE SOLID BRASS END -CAP FINIALS; KEGWORKS BAR FOOT RAIL; TUBING - 2"OD; #BLK-990; FINISH: OIL RUBBED BRONZE; LARGE FLUSH FLAT END CAP - MATTE BLACK - 2" OD; #BLK-76940-2; ROD; 8'-0" LONG; SINGLE ROD; LARGE 90 DEGREE POST FOOT RAIL BRACKET - MATTE BLACK - 2" RECTANGLE BRACKETS (PROVIDE OD; #BLK-76979-2; AND INTERNAL SPLICING SLEEVE FOR 2" SUPPORT AS REQUIRED TO HOLD OD TUBING, AS REQUIRED WEIGHT OF OWNER FURNISHED BRAND IRONS); NO RINGS 0 5'-111/2" ANTIQUE CUTTING VERIFY WITH OWNER BOARD, PROVIDE $1,000 ALLOWANCE CUSTOM WALL MOUNTED LOGO SIGN, PROVIDE $2,000 C3 ALLOWANCE WALL BASE, WB -2 - FINISHED CEILING 3'-0 1/4" 2'-4 3/8" tNISHED EQUIPMENT -�r- FINISHED FLOOR FIXED WOOD SHELVES, WD, INTERIOR ELEVATION STN -2, ON BLACK STEEL FRAME SCALE: 3/8" = 1'4" ;; 11_.-_;__'I INTERIOR ELEVATION SCALE: 3/8" = 1'-0" LL. DESIGN/COOPERATIVELLC WALLCOVERING 1032 HENDRICKS AVENUE SEAM, TYP. JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL q CIVIL ENGINEERING bo BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC r WC -1 - WALLCOVERING SEAM, TYP. DGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM DATE:Pei Iruir.1 Mg 17 -LI tv Ir � .5• - L CG 2 CG -2 ,� E MALE NGINEERINI'�IENC _ k � +IITL O 00 R -LIC , r _z� , _. _� �_ } 1• 16111 } } EDGING TRIM, SCHLUTER; JOLLY BRUSHED EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM GRAPHITE ANODIZED ALUMINUM INTERIOR ELEVATIOIVFc�_ SCALE: 3/8" = 1'-0" N� PERMIT SET INTERIOR ELEVATIONS A404 V J J Lu Ci w CL O O V z (7 w 0 LL z O w CL z Lu V) w GG a Lu h - F_ a z H ce O J z n w U 0 a w Lu m Lu ail �c z J J Q V) Q J Lu a O O z (D w 0 LL O w CL 2 a Lu F- V) z W H w N w O z w z z to O z a� D to I— 11I --------- ------------------o ---------- - - - - - - - - - - - - - - T - - - - - -.� ---------- "-,*7 - - - - - - - - - - 1 I i I I i I CONTRACTOR TO PROVIDE $200 i OWNER i CONTRACTOR TO PROVIDE $200 ALLOWANCE FOR CUSTOM FURNISHED/CONTRACTOR \ i _ _ _ I I_ALLOWANCE.FOR I�tsT-AL _ _ __I. GRAPHIC STENCIL AND PAINT\ i I PROJECTION GRAPHIC STENCIL AND PAINT i I i i APPLICATION i SCREEN I APPLICATION i I i I 1 -----I L -----------------------------1----------_-------------9 1----- WALLCOVERING SEAM, TYP. i / \ T-2 3/4" INTERIOR ELEVATION 4 SCALE: 3/8" = V-0" V-7 3/4" 21-611 12'-0 1/2" 2'-611 V-7 3/4" STN -4 \ I I I 1 ^' I EQUIP. I I EQUIP. O COORDINATEI CUT OUT I I CUT OUT GROMMET LOCATION I I I I N W/ OWNER I I I_ L--------- --------- -----------�------------------J T-11 7/8" 3'-11 :►/811 F 165° 6�43/4�,` ` \6,-314' 1650 1/2" TEMPERED CONT. L-5 ALONG CLEAR LOW IRON UNDERSIDE OF FRONT GLASS COUNTER ENLARGED CABINET PLAN 2 , I � — .s S)- CALE. 1/2" — 1-0�t PERLICK DRINK RAIL T-2 1/2' 3" BLACK FRP, 5/8" MOISTURE RESISTANT GWB. PERLICK DIE WALL SYSTEM INTEGRAL RESILIENT WALL BASE WITH FLOORING AS SCHEDULED WD, STN -4 LED TAPE LIGHT HORIZONTAL MOUNT USB/POWER OUTLET TRIM, BLACK PLM, ALL SIDES REMOVABLE PANEL: FLAT GALV. SHEET 20 GAGE, MECH. FASTENED TO %4" PLYWOOD SUBSTRATE W/ SHEET METAL SCREWS; MANUFACTURER RECOMMENDED CLIP KEGWORKS FOOT RAIL - MATTE BILK. �— WALL BASE, WB -1, AS SPECIFIED ON 3/4" PLYWD. BARSECTION CONTRACTOR TO PROVIDE AND INSTALL CREATIVE SCALE: 3/4" V-011 SKU: SOLUTIONS; METAL T-SHIRT DISPLAY BOX; SKU: TS -BOX -2; WALL MOUNTED; FINISH: BLACK LED TAPE LIGHT, REFER TO ELEC. DRAWINGS FINISHED CEILING FINISHED CEILI .7 WALL MOUNTED — Ganamc , I { 1 SHELVING BRACKETS OWNER I, ,I;°r I i � TEE FINISH: BLACK i FURNISHED/CONTRACTOR I I I I I INSTALLED I I,€ ZOPEN TO I I I BEYOND I' I I PEN TO - -- -- ADJUSTABLE 65" FLAT I `i li �I BEYOND I SHELVES, PLM -1 Iii ! l I j SCREEN TV II { I I I I 3 d T GRAPHIC ._. c? SS -1 OWNER FURNISHED T T iX6EQUIPMENT , WD, STN -3, - - 1 MECHANICALLY ' I f ' I I. ' COUNTERTOP, SS I � � _ N FASTENED ( j j i��II �I! --rPLM\- WALL OPENING \o DRAWER PULL 1 �- E WALL BASE, RF -1 FILLER 1'-3" 1'-3" 1'-3" 1'- " FILLER CORRUGATED GALVANIZED ALUMINUM WALL BASE, WB -1 5'-719 � 1/2" PANELS, MECHANICALLY FASTENED WITH SHEET METAL SCREWS TO WALL VERIFY IN FIELD INTERIOR ELEVATION 3 SCALE: 3/8" = V-0" WC -1 r— -r-----_.---------------.c ---------------------------- -------T--------------- -------- —� FINISHED CEILING II 1'-2" ZPEN TO BEYO iV [O Lu > Q W LL O O \ - o ri iV N 0 PROVIDE $200 FOR I I. _INSTALLED WD, STN -4 LED TAPE LIGHT HORIZONTAL MOUNT USB/POWER OUTLET TRIM, BLACK PLM, ALL SIDES REMOVABLE PANEL: FLAT GALV. SHEET 20 GAGE, MECH. FASTENED TO %4" PLYWOOD SUBSTRATE W/ SHEET METAL SCREWS; MANUFACTURER RECOMMENDED CLIP KEGWORKS FOOT RAIL - MATTE BILK. �— WALL BASE, WB -1, AS SPECIFIED ON 3/4" PLYWD. BARSECTION CONTRACTOR TO PROVIDE AND INSTALL CREATIVE SCALE: 3/4" V-011 SKU: SOLUTIONS; METAL T-SHIRT DISPLAY BOX; SKU: TS -BOX -2; WALL MOUNTED; FINISH: BLACK LED TAPE LIGHT, REFER TO ELEC. DRAWINGS FINISHED CEILING FINISHED CEILI .7 WALL MOUNTED — Ganamc , I { 1 SHELVING BRACKETS OWNER I, ,I;°r I i � TEE FINISH: BLACK i FURNISHED/CONTRACTOR I I I I I INSTALLED I I,€ ZOPEN TO I I I BEYOND I' I I PEN TO - -- -- ADJUSTABLE 65" FLAT I `i li �I BEYOND I SHELVES, PLM -1 Iii ! l I j SCREEN TV II { I I I I 3 d T GRAPHIC ._. c? SS -1 OWNER FURNISHED T T iX6EQUIPMENT , WD, STN -3, - - 1 MECHANICALLY ' I f ' I I. ' COUNTERTOP, SS I � � _ N FASTENED ( j j i��II �I! --rPLM\- WALL OPENING \o DRAWER PULL 1 �- E WALL BASE, RF -1 FILLER 1'-3" 1'-3" 1'-3" 1'- " FILLER CORRUGATED GALVANIZED ALUMINUM WALL BASE, WB -1 5'-719 � 1/2" PANELS, MECHANICALLY FASTENED WITH SHEET METAL SCREWS TO WALL VERIFY IN FIELD INTERIOR ELEVATION 3 SCALE: 3/8" = V-0" WC -1 r— -r-----_.---------------.c ---------------------------- -------T--------------- -------- —� FINISHED CEILING II OWNER ZPEN TO BEYO II I II i JLJ CONTRACTOR TO PROVIDE $200 i FURNISHED/CONTRALTO ALLOWANCE FOR CUSTOM CONTRACTOR \ 0 PROVIDE $200 FOR I I. _INSTALLED _ ALLOWAN _ i CUSTOM I _ _ k GRAPHIC STENCIL AND PAINT\ I I PROJECTION i GRAPHIC ST CIL AND PAINT\ i 0or i APPLICATION I I i APP i TION i i SCREEN i i WALLCOVERING CONTRACTOR TO PROVIDE AND INSTALL WALL i i i i SEAM, TYP. MOUNTED CRAFT PAPER DISPENSER AND BRACKET;i i CANTILEVERED GEORGE & WILLY; STUDIO ROLLER - BLACK / 24" / L-----------------------------1------------------ ----1- INCLUDING PAPER SHELF, SS -1 ON EDGING TRIM, SCHLUTER; JOLLY BRUSHED III I I 1 _3 ALL EXPOSED ALIGNGRAPHITE ANODIZED ALUMINUM SURFACES '- T PURSE HOOK, USE RESTROOM ACCESSORY #15 GALVANIZED ALUMINUM SHEET ON %4' CABINET GRADE PLYWOOD, MECHANICALLY FASTENED WITH SHEET METAL SCREWS EQ 7 EQUAL REMOVABLq PANELS ECI KEGWORKS BAR FOOT RAIL; TUBING - 2"OD; #BLK-990; FLUSH FLAT END WALL BASE, WB -1 CAP - MATTE BLACK - 2" OD; #BLK-76940-2; 90 DEGREE POST FOOT RAIL V-8 3/16" 4'-0" 4'-0"4'-011 1 BRACKET - MATTE BLACK - 2" OD; #BLK-76979-2; AND INTERNAL 01 01 SPLICING SLEEVE FOR 2" OD TUBING, AS REQUIRED �ISHED FLOOR POWER/USB OUTLET, HORIZONTAL, FINISH: INTERIOR ELEVATION C� BLACK, REFER TO ELEC. DRAWINGS SCALE: 3 8" = 1'-0" ��% PERMIT SET • FR DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC -r ll► N DATE: 8. 7 NO. 111 INTERIOR ELEVATIONS A405 II II 1 11 I II ZPEN TO BEYO II I II i JLJ IAEFT k 0or PURSE HOOK, USE RESTROOM ACCESSORY #15 GALVANIZED ALUMINUM SHEET ON %4' CABINET GRADE PLYWOOD, MECHANICALLY FASTENED WITH SHEET METAL SCREWS EQ 7 EQUAL REMOVABLq PANELS ECI KEGWORKS BAR FOOT RAIL; TUBING - 2"OD; #BLK-990; FLUSH FLAT END WALL BASE, WB -1 CAP - MATTE BLACK - 2" OD; #BLK-76940-2; 90 DEGREE POST FOOT RAIL V-8 3/16" 4'-0" 4'-0"4'-011 1 BRACKET - MATTE BLACK - 2" OD; #BLK-76979-2; AND INTERNAL 01 01 SPLICING SLEEVE FOR 2" OD TUBING, AS REQUIRED �ISHED FLOOR POWER/USB OUTLET, HORIZONTAL, FINISH: INTERIOR ELEVATION C� BLACK, REFER TO ELEC. DRAWINGS SCALE: 3 8" = 1'-0" ��% PERMIT SET • FR DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC -r ll► N DATE: 8. 7 NO. 111 INTERIOR ELEVATIONS A405 V J J W W a O V Z W 0 U- 0 Z O 'H^ 'v/ v I H I..L Lu a Z w Ln w tY a W H O 17 Fp a z Ce O W J 2 Z 0 Lu V Ce a - L b Ce -v W m Ce Luz J J F- 0 Z V J W w a O O z L W 0 U - 0 W a O oc a Lu F- V) z ujQ c 0 a W Ln LL O f— z W L z 1-4 Z Z 0 WD, STN -3 - STAIN FINISH TRANSITION LINE VERTICAL 8X8 WD, STN -1 o WD STN -1 CD ' 7'-11" 3'-1 1/2" 3'-0 1/4" 7 1/2" 31-0 1/4" 7 1/2" 31-0 1/4" 1/2" 3'-0 1/4" 1/2" T-0 1/4" 7 1/2" T-0 1/4" 71/ 1X8 WD, STN -2 11 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 — = I- 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 iX6 WD, STN -2 IF 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 25'-011 INTERIOR ELEVATION 6 SCALE: 3/8" = 1'-0" I IAIIVe11 CnAf'Cn WELDED TO STEEL PLATE - FINISH WELD O OPEN BOTTOM ']IIV71- 1AIM CTM n STEEL RAW STEEL TYP. WD -STN -2, MECH. 4CH TO STEEL FRAME. X-0" CEAL ATTACHMENT cn BENCH/PLANTER ELEVATION qrA i F • 1 /,)" = 11 -()Il WELDED TO SIDES WALL MOUNTED CONDIMENT CADDY; KEGWORKS; STAINLESS STEEL TRAY, REMOVE LID AND COMPARTMENTS; #CDP -6 SEAT AND BACK CUSHION WITH FIRM FOAM AND CONTRASTING SADDLE STITCHING; UPHOLSTERY: ARCHITEX; NEW DEAL; WARM SPRINGS OWNER FURNISHED/CONTRACTOR INSTALLED, CONDIMENT STORAGE BIN AND VERTICAL 8X8 WD, STN -1 PAPER TOWEL DISPENSER VERTICAL 8X8 VERTICAL 8X8 VERTICAL 8X8 WD, STN -1 WD, STN -1 EQ EQ WD, STN -1 WALL SCONCE, REFER TO Y LEC. DRAWINGS 311 M � M - �o ' fV _ ry 411 211 411 i/ 11 2'-411 21.0,1 61.811 L TYPICAL BOOTH AND BUILT-IN TABLE DIMENSIONS 71-11" INTERIOR ELEVATION SCALE: 3/8" = 1'-0" c a 7 1/ 11 61-811 7 i/4" SOLID SURFACE BASE, SS -1 CUSTOM TABLE, REFER TO DETAIL 10/A408 VERTICAL 8X8 WD, STN -1 61-8" 3'-1 1/2" INTERIOR ELEVATION SCALE: 3/8" = 1'-0" /^/1AITn Af'\TAA TA nn A\Re�r- •s..- ...— __. - 1 3'-1 ]L/2" 6'-8" 7 NOTE: REFER TO INTERIOR ELEVATION 5 ON THIS SHEET FOR TYPICAL BOOTH SPECIFICATION INFORMATION I 1 61-811 71/ 61_8 1 / INTERIOR ELEV SCALE: 3/8" = P-0" 7 1/2" -- r VATION 0 bo 0 co 0 WD, STN -3 BENCH/PLANTER PLAN SCALE: 1/2" = 1'-0" WD, STN -1 VERTICAL 8X8 WD, STN -1 6'-0" WD, STN -3 4'-0" 7 1/2" — HORIZONTAL 8X8 WD, STN -2 1'-10" 3"X3" STEEL FRAME - FINISH WELDED. Ill LL --� DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE WD, STN -3 JACKSONVILLE, FL 32207 TEL / (904) 290-1032 STAIN FINISH TRANSITION LINE FAX / (904) 592-5892 www.dcoop.com WD, STN -3 FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. VERTICAL 8X8 Atlantic Beach, FL WD, STN -1 CIVIL ENGINEERING 00 BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING o ALEXANDER GRACE d CONSULTING, INC. 904.241.8010 7a `Q FU59328 Sk M.E.P. ENGINEERING 6" 1'-711 3" L6" 41-011 I POWELL & HINKLE .r el* ENGINEERING, PA. Y/4" SOLID SURFACE BASE, SS -1 904.2645570 #FL/EB4577 INTERIOR ELEVATION ` LANDSCAPING SCALE: 3/8" = 1'-0" WD, STN -3 WD, STN -1 INTERIOR ELEVATIO SCALE: 3/8" = 1'-0" OWNER FURNISHED HIGH CHAIR ,0 N F 00 PERMIT SET TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 17'1 1 AUG �MMINCR �■..._. - - —._- -- PROJECT NO: 16111 INTERIOR ELEVATIONS dab &XII ms U J J W Ci W d O O U z Q 11-4 V) W ❑ ILL O z O E a w 0- z z Lu V) Lu i xa uu w 2 H H O a z O Lu J O 2 z ❑ w U a w m cC W z J J ❑ z Q J J W ¢�>. w a O O U z w ❑ u- 0 O W CL a W LZ r z Q w _U W Cad LL O z W Z z r� z ❑ VERIFY SPACING OF WOOD JOIST ABOVE 1-1/2" X 1-1/2" WELDED STEEL TUBE FRAME - PANTED P-3 T-3 1/2" 4'-0" 14'-8 1/2" 4'-0" 3'-5" THROUGH BOLT FRAME TO JOIST TYP. 1-1/2" X 1-1/2" WELDED STEEL TL FRAME - PANTED F N SUPPORT PLAN VIEW SCALE: 3/8" = V-0" 10'-0 1/2" II INTERIOR ELEVATION SCALE: 3/8" = 1'-0" -E ON LVES r w J J M EQIle 9 FULL TILES EQ THROUGH BOLT FRAME TO JOIST TYP. CONCEAL POWER FOR TV'S, LIGHTS, & DATA IN VERT. TUBES TYP. 1-1/2" X 1-1/2" WELDED STEEL TUBE FRAME - PANTED P-3 1-1/2" X 1-1/2" KICKERS AT ENDS - PANTED P-3 nr------ ----------- it --------II I I I I 11 I I I I 111 III 111 I11 I 111 � I11 III I fit III III I II 4'-4"111 1 I Ih II 1 UL._-----------------JLI NOTE: COORDINATE CABINET WITH INTERIOR ELEVATION SCALE: 3/8" = V-0" THROUGH BOLT FRAMF TO JOIST TYI 1-1/2" X 1-1/; WELDED STE FRAME - PAN' ALL OWNER EQUIPMENT S.S. BAR TOP °.i 00 . i - i ` fV h C) .+ 1-LASTIC LAMINATE ON S.S. BAR TOP N ALL EXPOSED ;IF SURFACES, PLM -1 M ih IN T-4" WALL BASE, RF -1 %I Y 4'-3„ CINTERIOR ELEVATION 3)—sCALE: 3/8" = V-0" RECESSED REVEAL, BRUSHED GRAPHITE ALUMINUM - ALIGN WITH REVEAL IN CEILING ALIGN TOP OF FIXTURE WITH TILE JOINT DECORATIVE WALL SCONCE, REFER TO ELEC. DRAWINGS CORNER GUARD, CG -2 FINISHED FLOOR WALL BASE, WB -3 NOTE: COORDINATE CABINET W/ EQUIPMENT 4'-9 1/2" I I CABINET W/ OPEN 1-4 11 SHELVING BELOW SURFACE MOUNTED BEER TAPS AND DRAIN PAN f------ ---- S.S. COUNTERTOP 10'-0 1/2" INTERIOR ELEVATION SCALE: 3/8" = V-0" 'H ADJUSTABLE SHELVES S.S. BAR TOP PLASTIC LAMINATE ON ALL EXPOSED SURFACES, PLM -1 WALL BASE, RF -1 OPEN BELOW FOR EQUIPMENT 11 10'-1 1/2" 5'-4" OPEN BELOW FOR EQUIPMENT 5 -4 - V-10" LOWER PLATFORM SEE ELEVATION INTERIOR ELEVATION 5 SCALE: 3/8" = V-0" THROUGH BOLT FRAME TO JOIST TYR CONCEAL POWER FOR TV'S, LIGHTS, & DATA IN VERT. TUBES TYP. 1-1/2" X 1-1/2" WELDED STEEL TUBE FRAME - PANTED P-3 1-1/2" X 1-1/2" KICKERS AT ENDS - PANTED P-3 n r------ - --------I n 11 I I I I I I I I I I I I I I If I11 III 1 III III III I 11 I I II I I I 4'-4" I II II I UL------------------JLJ NOTE: COORDINATE CABINET WITH ALL OWNER EQUIPMENT S.S. BAR TOP N cli lV ry �r _ iv Ln ih iV �O 1" 2'-0"11 4'-3" WALL BASE, A� INTERIOR ELEVATION FOo 1 #4y SCALE: 3/8" = V-0" PERMIT SET L U Cu N m U C cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DA 7 NO: 16111 INTERIOR ELEVATIONS A407 II it T-3 II II II II 1 OWNER i t i i OWNER 11 i i OWNER URNISHE I URNISHE 1 1 URNISHE 1 I II it I ART 11 II II I II II I ART I I II I II I ART 11 I II II IL II ------11 II I II JI ------ -- ------- II II II ------JI R FURNISHED SHUFFLE -------------- BOARD TAB E ------- --- II-------------- II II II - _ -OWN ------II II I� II II IF---- II it II ------- -------------- ------- -------------- ------il II II II THROUGH BOLT FRAME TO JOIST TYP. CONCEAL POWER FOR TV'S, LIGHTS, & DATA IN VERT. TUBES TYP. 1-1/2" X 1-1/2" WELDED STEEL TUBE FRAME - PANTED P-3 1-1/2" X 1-1/2" KICKERS AT ENDS - PANTED P-3 nr------ ----------- it --------II I I I I 11 I I I I 111 III 111 I11 I 111 � I11 III I fit III III I II 4'-4"111 1 I Ih II 1 UL._-----------------JLI NOTE: COORDINATE CABINET WITH INTERIOR ELEVATION SCALE: 3/8" = V-0" THROUGH BOLT FRAMF TO JOIST TYI 1-1/2" X 1-1/; WELDED STE FRAME - PAN' ALL OWNER EQUIPMENT S.S. BAR TOP °.i 00 . i - i ` fV h C) .+ 1-LASTIC LAMINATE ON S.S. BAR TOP N ALL EXPOSED ;IF SURFACES, PLM -1 M ih IN T-4" WALL BASE, RF -1 %I Y 4'-3„ CINTERIOR ELEVATION 3)—sCALE: 3/8" = V-0" RECESSED REVEAL, BRUSHED GRAPHITE ALUMINUM - ALIGN WITH REVEAL IN CEILING ALIGN TOP OF FIXTURE WITH TILE JOINT DECORATIVE WALL SCONCE, REFER TO ELEC. DRAWINGS CORNER GUARD, CG -2 FINISHED FLOOR WALL BASE, WB -3 NOTE: COORDINATE CABINET W/ EQUIPMENT 4'-9 1/2" I I CABINET W/ OPEN 1-4 11 SHELVING BELOW SURFACE MOUNTED BEER TAPS AND DRAIN PAN f------ ---- S.S. COUNTERTOP 10'-0 1/2" INTERIOR ELEVATION SCALE: 3/8" = V-0" 'H ADJUSTABLE SHELVES S.S. BAR TOP PLASTIC LAMINATE ON ALL EXPOSED SURFACES, PLM -1 WALL BASE, RF -1 OPEN BELOW FOR EQUIPMENT 11 10'-1 1/2" 5'-4" OPEN BELOW FOR EQUIPMENT 5 -4 - V-10" LOWER PLATFORM SEE ELEVATION INTERIOR ELEVATION 5 SCALE: 3/8" = V-0" THROUGH BOLT FRAME TO JOIST TYR CONCEAL POWER FOR TV'S, LIGHTS, & DATA IN VERT. TUBES TYP. 1-1/2" X 1-1/2" WELDED STEEL TUBE FRAME - PANTED P-3 1-1/2" X 1-1/2" KICKERS AT ENDS - PANTED P-3 n r------ - --------I n 11 I I I I I I I I I I I I I I If I11 III 1 III III III I 11 I I II I I I 4'-4" I II II I UL------------------JLJ NOTE: COORDINATE CABINET WITH ALL OWNER EQUIPMENT S.S. BAR TOP N cli lV ry �r _ iv Ln ih iV �O 1" 2'-0"11 4'-3" WALL BASE, A� INTERIOR ELEVATION FOo 1 #4y SCALE: 3/8" = V-0" PERMIT SET L U Cu N m U C cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DA 7 NO: 16111 INTERIOR ELEVATIONS A407 U J ua ci w a - O 0 z (7 Ln w 0 LL O Z O V) E w z w V) V) ui a u� w F- F - 0 -O Q a Z Ce O Lu J O z Lu U 0 Se a ce W m Lu Z J Q F- 0 J u; w a O O z Lu 0 u- 0 O w a Ce a w 2 F- U) z Lu U > c w V) u - O z Lu R tnZ 4 Q 1 Z 0 V) 1 -4F - TABLE TOP, 2x, WD, - STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) 3" WIDE X Y" THICK - BLACK STEEL TABLE BASE, MECHANICALLY FASTEN TO THE FLOOR AND ADJACENT WALL FINISHED FLOOR - INTERIOR ELEVATION 12 SCALE: 3/8" = 1'-0" T-611 3'-6" \ INTERIOR ELEVATION SCALE: 3/8" = 1'-0" 4x10 WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN _ r -----L -- rel ----� (STN -2) AND KNIFE EDGE f f f l ! L____J 3" WIDE X Y2" THICK BLACK STEEL TABLE f BASE AND CROSS MEMBERS, BEYOND WOOD PLANK JOINT f f I ff II II I I i l I I I I I I I I I I I I ! I!! I I I L----JI i--�L----J 2'-4 1/2" 5/ TABLE TOP, 4x10x10'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) GET BACK INC.; THE ORIGINAL SWING OUT SEAT/SUSPENDED CAST IRON SWING ARM WALL MOUNTED BAR STOOL/KITCHEN ISLAND BACKLESS STOOL; SKU: SE -5000; NATURAL FINISH - INSTALL PER MANUFACTURER'S INSTRUCTIONS LAMINATED WOOD BASE, BEYOND FINISHED FLOOR STEEL BASE PLATE, MECHANICALLY FASTEN TO FINISHED FLOOR EXPOSED BLACK STEEL BASE WTI(,W TnD TA RI G DI A nI X/TcAA1 SCALE: 3/8" = 1'-0" Y2" THICK BLACK STEEL TABLE TOP, 2x, WD, 2'-6" STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING V-1 1/2" STAIN (STN -2) M N 3" WIDE X Y2" THICK BLACK STEEL TABLE BASE FINISHED FLOOR INTERIOR ELEVATION SCALE: 3/8" = 1'-0" c �c M 1 n TABLE TOP, 4x10x10'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) GET BACK INC.; THE ORIGINAL SWING OUT SEAT/SUSPENDED CAST IRON SWING ARM WALL MOUNTED BAR STOOL/KITCHEN ISLAND BACKLESS STOOL; SKU: SE -5000; NATURAL FINISH WOOD PLANK JOINT LAMINATED WOOD BASE, BEYOND STEEL BASE PLATE, BEYOND 3'-6" 8/A408 SWIVEL STOOL TABLE PLAN VIEW SCALE: 3/8" = 1'-0" BACK PANEL, MECHANICALLY ATTACH TO WOOD BOX/BENCH PROVIDE CONTINUOUS CLEAN WELD JOINT AT ALL CONNECTIONS Y2" THICK BLACK STEEL N �a WOOD BOX/BENCH Y" THICK BLACK STEEL '-' _ o FINISHED FLOOR BACK PANEL, SUPPORT AS REQUIRED - fV 1/211 r-1 1/2,1 7'-0" INTERIOR ELEVATION SCALE: 3/8" = 1'-0" I 4'-011 A. r- 211 L _ 1 iV TABLE TOP, 2x, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) 3" WIDE X Y" THICK BLACK STEEL TABLE BASE 61-011 �I B. .g► 12/A408 DINING TABLE PL�AN�VIEW in , SCALE: 3/8" = 1'-0" INTERIOR ELEVATIO SCALE: 3/8" = 1'-0" PROVIDE CONTINUOUS CLEAN WELD JOINT AT ALL CONNECTIONS Y2' THICK BLACK STEEL WOOD BOX/BENCH FACE OF BLACK STEEL PANEL, BEYOND FINISHED FLOOR 21-21f 1/2" EXPOS 4x10x6'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) AND KNIFE EDGE 3" WIDE X %" THICK BLACK STEEL TABLE BASE PROVIDE CONTINUOUS CLEAN WELD JOINT AT ALL CONNECTIONS FINISHED FLOOR PROVIDE VINYL GLIDES TO UNDERSIDE OF TABLE BASE 3" WIDE X Yz" THICK BLACK STEEL CROSS BAR N Y2" THICK BLACK STEEL BACK PANEL, MECHANICALLY ATTACH TO WOOD BOX/BENCH LED TAPE LIGHT, REFER TO ELEC. DRAWINGS INTERIOR ELEVATION SCALE: 3/8" = 1'-0" tG rN INTERIO TABLE TOP, 4x10x10'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) GET BACK INC.; THE ORIGINAL SWING OUT SEAT/SUSPENDED CAST IRON SWING ARM WALL MOUNTED BAR STOOL/KITCHEN ISLAND BACKLESS STOOL; SKU: SE -5000; NATURAL FINISH - INSTALL PER MANUFACTURER'S INSTRUCTIONS LAMINATED WOOD BASE, BEYOND FINISHED FLOOR STEEL BASE PLATE, MECHANICALLY FASTEN TO FINISHED FLOOR EXPOSED BLACK STEEL BASE D 9=1 I=\/ATTnKI SCALE: 3/8" = 1'-0" — 4x10 WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) AND KNIFE 2'-4 1/2" EDGE 3" WIDE X Y2' THICK M BLACK STEEL TABLE BASE 2 7/8" f PROVIDE CONTINUOUS f f CLEAN WELD JOINT AT I f I f ALL CONNECTIONS I f I f f I I FINISHED FLOOR f I f .-1 311 311 ie le PROVIDE VINYL GLIDES eel 1/2" TO UNDERSIDE OF TABLE BASE 3" WIDE X Y2' THICK BLACK STEEL CROSS BAR INTERIOR ELEVATION SCALE: 3/8" = 1'-0" LED TAPE LIGHT, REFER Y2" THICK BLACK STEEL TO ELEC. DRAWINGS WOOD BOX/BENCH -------------------------- N v 1 00 1-4 O N N"� [V 7'-0" A1111116. O^^ 3/A408 h j O BENCH PLAN VIEW CA SCALE: 3/8" = 1'-0" 1)" PERMIT SET U Cu N m U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC NO: 16111 INTERIOR ELEVATIONS A408 V J W IQ" W CL O O V z LAIw 0 U- 0 z O Ln w CL Z Lu V) w a CL Lu O a Z O w J O z w U D Ce a Lu r" w m 0C w Z J .--I Q V) Z Q J J Lu w CL O O Z V) w 0 LL O w CL 2 a w V) D z Q w U w V) U- 0 O I— z Lu z Ln Z 0 8" NOMINA CONT SEAL EACH SIDE RAIN DRIP HOLLOW MI CONT BEAU 8" NOMINAL CONT SEALA EACH SIDE HOLLOW ME THRESHOLD HARDWARE GENERAL NOTES FOR DOOR TYPES 1. CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS, THE FINISH PLANS, THE FINISH SCHEDULE, AND SHALL AT ONCE REPORT TO THE ARCHITECT (IN WRITING) ANY ERRORS INCONSISTENCY OR OMISSIONS THAT MAY BE DISCOVERED. 2. UNLESS INDICATED OTHERWISE, ALL FLOOR MATERIAL CHANGES SHALL OCCUR AT THE CENTERLINE OF A DOOR. 3. ALL HOLLOW METAL FRAMES TO BE WELDED FRAMES, NOT KNOCK -DOWN FRAMES, TYPICAL. 4 3/8" BATT INSULATION FLUID APPLIED AIR & WEATHER BARRIER ON 8" CMU - 5/8" MOISTURE & MOLD RESISTANT GYP BD 3/4" 3 -PART STUCCO SYSTEM - PAINT, P-1 3 5/8" LT GA METAL STUDS @ 16" OC LIQUID APPLIED LT GA CLIP ANGLE WATERPROOF MEMBRANE CORNER BEAD CONT VINYL #15 FELT BETWEEN WEEP SCREED CMU & GYP BD 3 -MOLD CONT SEALANT EACH SIDE CAULK JOINT GROUT RAIN DRIP LIQUID APPLIED WATERPROOF MEMBRANE HOLLOW METAL FRAME - 16/A601 DOOR - SEE SCHEDULE CONT BEAUTY BEAD HOLLOW METAL FRAME 57/811 1/2" 4 7/8" 1/2" THROAT d M 13/4" 2 5/8" 16 TYPE 4 H.M. FRAME SCALE: 3" = 1'-0" 4 3/8" A BATT INSULATION 5/8" MOISTURE & MOLE RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD •:;�. �:; ,'. #15 FELT BETWEEN CMU & GYP BD ]-MOLD CAULK JOINT GROUT LIQUID APPLIED WATERPROOF MEMBRAl' DOOR - SEE SCHEDULE If HOLLOW METAL FRAME HEAD DETAIL HEAD DETAIL 12 SCALE: 1 1 2" = 1'-0" 9 / SCALE: 1 1/2 = V-011 4 3/8" 4 3/8" 3 -PART STUCCO •, '' BATT INSULATION SYSTEM - PAINT, P-1 FLUID APPLIED AIR & 5/8" MOISTURE & MOLD WEATHER BARRIER ON 8" CMU RESISTANT GYP BD a 3 5/8" LT GA METAL ; '? ; • ' . STUDS @ 16" OC LIQUID APPLIED •� ..��•: r_ WATERPROOF MEMBRANE CORNER BEAD #15 FELT BETWEEN FILL JOINT BETWEEN CMU & GYP BD BRICK AND CMU W/ J -MOLD SILICON SEALANT CAULK JOINT BEAUTY BEAD SHIM SPACE CONT SEALANT EACH SIDE HOLLOW METAL FRAME LIQUID APPLIED HOLLOW METAL WATERPROOF MEMBRANE FRAME - 13/A601 DOOR AS SCHEDULED THRESHOLD - SEE HOLLOW METAL FRAME HARDWARE SCHEDULE JAMB DETAIL 11 SCALE: 1 1/2" = 1'-0" • • i ::Imom • � • INSULATED HM DOOR HM DOOR FRAME 5" WIDE x 1/2" HIGH HEAVY-DUTY THRESHOLD CONCRETE SLAB 1/2" JOINT MATERIAL SLS DN CONC SIDEWALK •• ; :.....:' :. ': ',.: �, .{ 10 SILL DETAIL --- SCALE: 1 1/2" = 1'-O" JAMB DETAIL SCA1 1/2 = V-011 EXTERIOR INSULATED HM DOOR — 5" WIDE x 1/2" HIGH HEAVY-DUTY THRESHOLD 1/2" JOINT MATERIAL — CONC SIDEWALK STEP OUT SLAB 15/8" 1 1/2" BETWEEN CMU DOOR JAMBS , SILL DETAIL 7 SCALE: 1 1/2" = 1'-0" BATT INSULATION 8 3/4" 1" 7 1/4" 1/2" THROAT iVE_L_ rl M 13/4" 5 1/2" 11/2 TYPE 3 H.M. FRAM E 15 SCALE: 3" = 1'-0" 6 7/8" 1.. 4 7/8" 1.. THROAT tV M 13/4" 3 5/8" '1 1/2" TYPE 2 H.M. FRAME 14 SCALE: 3" = 1'-0" 5 7/8" 1/2" 4 7/8" 1/2" THROAT 1 cV M 13/4" 2 5/8" 11 1/2" TYPE 1 H.M. FRAME 13 SCALE: 3" = 1'-0" 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC CORNER BEAD #15 FELT BETWEEN CMU & GYP BD J -MOLD CAULK JOINT SHIM SPACE HOLLOW METAL FRAME LIQUID APPLIED WATERPROOF MEMBRANE DOOR AS SCHEDULED HOLLOW METAL FRAME INTERIOR HM DOOR FRAME CONCRETE SLAB 7 1/4" THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME - 15/A601 DOOR - SEE SCHEDULE 8 3/4" )HEAD D ETAI L —SCALE: 1 1/2" = 1'-0" 71/4" THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME - 15/A601 DOOR - SEE SCHEDULE 8.3/4" 5 )JAMB DETAIL SCALE: 1 1/2" = 1'-0" 4 7/8" THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME 14/A601 DOOR - SEE SCHEDULE 6 7/8" 4 HEAD D ETAI L - SCALE: 1 1/2" = 1'-0" 47/811 THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME - 14/A601 DOOR - SEE SCHEDULE 6 7/8" 3 ) JAMB DETAIL SCALE: 1 1/2" = 1'-0" 47/811 THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME - 13/A601 DOOR - SEE SCHEDULE 5 7/8" HEAD DETAIL )—SCALE: 1 1 2" = 1'-0" / 4 7/8" THROAT NOTE: INSULATION NOT SHOWN M.R. GYP BD LT GA METAL STUDS H.M. FRAME - 13/A601 DOOR - SEE SCHEDULE 5 7/8" 0A X, JAMB DETA `°� 1 SCALE: 1 1/2" = 1'- PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 2 ASI4 10.4.2018 PROJECT NO: 16111 DOOR SCHEDULE AND DETAILS A601 V J J w` 9 w CL O 0 z O Lu 0 U- 0 O z O V) C Lu CL z w V) Lu W G.. x Lu Lu F- H O 2 a z Ce O Lu J O z Lu U ce 0 - Lu oC Lu m Ce >w Cu z J J 2 H z U J Lu H w a O OO z O cn Lu LL �0Ce .. III CL 2 CL w H V) D z Q Lu V Ce Lu V) U- 0 O H z w H N z z Q Ln z Z F- I OPP 11 � A61Z GENERAL WINDOW NOTES 1. SEE STRUCTURAL DRAWINGS FOR LINTEL REQUIREMENTS FOR OPENINGS. 2. REFER TO MANUFACTURER'S FLORIDA PRODUCT APPROVAL DOCUMENTS FOR ANCHORAGE REQUIREMENTS. 4 A612 0 co 5 d A612 io M 0 bo 3'-4" 4 A613 mw / 9 / A613 OPP HAND 3 \ A613 SIM 2 IM A613 \ mm� O ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 6 A61Z 0 bo C 6'-811 O ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED II II II II II II II II II II I II II II II II II II II II II II II 1 A613 / 6 A6 3 A613 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 2 A613 / / / 9 A612 9 \,,'A61?_ II II z Z Z Z 11 A612 OPP \ 5 A612 4 A612 0 co 5 d A612 io M 0 bo 3'-4" 4 A613 mw / 9 / A613 OPP HAND 3 \ A613 SIM 2 IM A613 \ mm� O ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 6 A61Z 0 bo C 6'-811 O ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 4 A612 OD SIX (6) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS EIGHT (8) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED FRAME COLOR: BLACK ANODIZED 21'-6" 10'-6" 611_ 10'-6" SIM 3 A612 II II II II II II II II II II I II II II II II II II II II II II II 1 A613 / 6 A6 3 A613 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 2 A613 / / / 9 A612 9 \,,'A61?_ II II z Z Z Z 11 A612 CONCRETE CURB 4 A612 OD SIX (6) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS EIGHT (8) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED FRAME COLOR: BLACK ANODIZED 21'-6" 10'-6" 611_ 10'-6" SIM 3 A612 7 OB A612 1 ALUMINUM STOREFRONT FRAMING W/ 1' INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 0 7 A613 7'-4" 8 A613 5 II II II II II II II II II II I II II II II II II II II II II II II 1 A613 / 6 A6 3 A613 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 2 A613 / / / 9 A612 9 \,,'A61?_ II II CONCRETE CURB CONCRETE CURB 7 OB A612 1 ALUMINUM STOREFRONT FRAMING W/ 1' INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 0 7 A613 7'-4" 8 A613 5 II II II II II II II II II 1 A613 / 6 A6 3 A613 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 10'-0" 2'-0" 6'-0" 2'-0" 4 SIM A613 ALUMINUM STOREFRONT FRAMING W/ 1 INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 27'-0" 13'-3" 131-311 II II II II II II II II II 1 A613 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 2 A613 / / / ALUMINUM STOREFRONT FRAMING W/ 1 INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 27'-0" 13'-3" 131-311 7 ( A612 1 ALUMINUM STOREFRONT FRAMING W/ 1 INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED WINDOW ELEVATIONS SCALE: 3/8" = V-0" PERMIT SET Cu O LL 04""-wo, I ffs 0 U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FIL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 WILDING SEP 17 2018 PARTMEN i WINDOW VATIONS A61 1 II II II II II II II II II STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 9 A612 II II CONCRETE CURB 7 ( A612 1 ALUMINUM STOREFRONT FRAMING W/ 1 INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED WINDOW ELEVATIONS SCALE: 3/8" = V-0" PERMIT SET Cu O LL 04""-wo, I ffs 0 U C Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FIL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 WILDING SEP 17 2018 PARTMEN i WINDOW VATIONS A61 1 U J Lu w a. O O z CD V) Lu 0 U- 0 z O Lu a - z Lu V) 00 Lu CL w Lu H aQ. _Z oC O Lu J z W V a w Lu m Lu z J J Q 2 Z V J J W I H uIa- O U IZ (D Cn Lu LL O I w a a. I Lu 2 1- r) z w U Lu LL O Z Lu t� V) Z Z V) C7 z 0 Ln li- INTERIOR Fj INTERIOR Fi SHIM SPACE WRAP ALUM WOOD RI Orr 12 DELETED 2'-6" 4" 4 3/8" 7 5/8" 1_21' FACE OF STEEL COI FACE OF CONC CUA BELOW (ALIGNS W1 EXTERIOR FACE OF FOUR (4) 2x8 PT W BLOCKING CUT TO 3"x 6" STEEL TUBE SEE STRUCTURAL WRAP ALUM BREAK WOOD BLOCKING - LIQUID APPLIED WATERPROOFING h DELETED 10 15/8" FLUID APPLIED AIR & WEATHER BARRIER ON CONC HEADER — LIQUID APPLIED WATERPROOF MEMBRANE DRIP SCREED - CONT BACKER ROD & SEALANT EACH SIDE — CONT SILICON BEAUTY BEAD - CONCRETE CURB POURED LIQUID APPLIED OVER SLAB - SEE STRUCTURAL WATERPROOF FOR REINFORCEMENT MEMBRANE SHIM SPACE INTERIOR FACE OF STEEL COLUMN TO ALIGN WITH INTERIOR FACE OF CMU 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME MULLION DETAIL 9 (: SCALE: 1 1/2" = 1'-0" HEAD DETAIL 6 )—SCALE: 1 1 2" = 1'-0" / 4 3/8" FLUID APPLIED AIR & WEATHER BARRIER ON 8" CMU 3 -PART STUCCO SYSTEM ` LIQUID APPLIED WATERPROOF MEMBRANE CONT BACKER ROD & SEALANT EACH SIDE — CONT SILICON BEAUTY BEAD — LIQUID APPLIED WATERPROOF MEMBRANE — BAR TOP 1" INSULATED GLASS LINE OF CMU - BELOW FRAME OF ALUM FOLDING WINDOW DELETED LETE D SYSTEM 8 V RETURN STUCCO AT JAMB - BEYOND CONT BACKER ROD & SEALANT RECESSED TRACK 2x6 PT WOOD BLOCKING RETURN STUCCO AT JAMB i 1" INSULATED GLASS SCHLUTER "RS 4"x 4 STEEL 8" CMU - BEYOND I L 2"x 4 1/2"ALUMINUM FRAME 100 AE 57" COLUMN - ALIGN OUTSIDE FACES OF EXTEND SILL PAN 1 1/2" OVER CONC, ADHERED TO CONC W/ F T_ I I LIQUID APPLIED WATERPROOF MEMBRANE 3'-6 1/2" COLUMN W/ _ TOP OF BAR OUTSIDE FACES OF CONT BED OF ADHESIVE SEALANT I CONCRETE CURB POURED BRICK `" OVER SLAB - SEE STRUCTURAL LED TAPE LIGHT FOR REINFORCEMENT BAR TOP _ CONC SILICON SEALANT - JAMB DETAIL 11 SCALE: 11/2" = 1'- " I I I I I I I I JAMB DETAIL 5 SCALE: 1 1/2" = 1'-0" 2'-6" 5' 75/8" 4 3/8" SILL DETAIL 4 SCALE: 1 1/2" = 1'7 BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD ]-MOLD CAULKJOINT SHIM SPACE 1" INSULATED GLASS FRAME OF ALUM FOLDING WINDOW SYSTEM FLUID APPL: WEATHER E SEE STRUCI FOR HEADEI LIQUID APPI WATERPRO( DRIP SCREE CONT BACKI ROD & SEAL EACH SIDE CONT SILIC( BEAUTY BEA LIQUID APPL WATERPROC MEMBRANE 4 3/8" 3 HEAD DETAIL )—SCALE: 1 1 2" = 1'-0" / 4 3/8" BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD 3 -MOLD CAULK JOINT SHIM SPACE I" INSULATED GLASS 2"X 4 1/2"ALUMINUM FRAME Cu "d _O LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 FLUID APPLIED AIR & CLIENTRick Moyer WEATHER BARRIER ON 8" CMU n - BATT INSULATION 3 -PART STUCCO SYSTEM BATT INSULATION LOCATION }' 461 Atlantic Blvd. - 5/8" MOISTURE & MOLD 5/8" MOISTURE & MOLD Atlantic Beach, FL RESISTANT GYP BD LIQUID APPLIED RESISTANT GYP BD CIVIC ENGINEERING - 3 5/8" LT GA METAL WATERPROOF MEMBRANE ~.. 'a ` 3 5/8" LT GA METAL BAKER KLEIN ENGINEERING STUDS @ 16" OCSTUDS @ 16" OC 904-356-8520 STRUCTURAL ENGINEERING -CORNER BEAD CORNER BEAD ALEXANDER GRACE - 3 -MOLD CONT BACKER CONSULTING, INC. ROD & SEALANT 3 -MOLD 904.241.8010 CAULK JOINT EACH SIDE CAULK JOINT FL/59328 SHIM SPACE SHIM SPACE M.E.P. ENGINEERING CONT SILICON POWELL & HINKLE BEAUTY BEAD 2"X 4 1/2"ALUMINUM ENGINEERING, PA. FRAME OF ALUM LIQUID APPLIED FRAME 904.2645570 FOLDING WINDOW #FUEB-4577 SYSTEM WATERPROOF MEMBRANE --:/ EDGE OF SILL PLAN FLASHING 1" INSULATED GLASS LANDSCAPING 1" INSULATED GLASS TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC JAMB DETAIL - 2 n n SCALE: 1 1/2 = 1-0 TT RETURN STUCCO AT JAMB 1" INSULATED GLASS 1" END DAMNS INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME EACH SIDE DATE: 8.18.2017 ' 1/2" PT PLYWOOD BETWEEN 2 BACKER ROD LIQUID APPLIED LAYERS OF 3/4 PT PLYWOOD & SEALANT WATERPROOF MEMBRANE 1 VE REVISIONS 4.20.2018 - PAINT UNDERSIDE, P-3 _—..-- TILE - SEE FINISH SCHEDULE EXTEND SILL PAN 1 1/2" SHIM SPACE ��— OVER STUCCO, ADHERED SCHLUTER "RS 100 AE 39" TO FINISH COAT W/ CONT CAULK JOINT 3'-5 1/4" BED OF ADHESIVE SEALANT --O— TOP OF STUD SAW CUT 1x WOOD SILL - STAIN, STN -2 PERLICK DRINK RAIL INVERTED U -BLOCK CAULK - — SHIM AS REQUIRED ]-MOLD PROJECT NO: 16111 LIQUID APPLIED BATT INSULATION WATERPROOF MEMBRANE 4 1/2" BATT INSULATION 3 5/8" LT GA METAL STUDS @ 16" OC 3 -PART STUCCO SYSTEM5/8" MOISTURE &MOLD BUILDING RESISTANT GYP BD PARTMEN SEP 17 1018 FRP ON 5/8" MOISTURE & FLUID APPLIED AIR & MOLD RESISTANT GYP BD WEATHER BARRIER ON 8" CMU 3 5/8" LT GA META NOTE: SEE DETAIL 12/A612 STUDS @ 16" OC WINDOW FOR WALL AT FOOTING 7 5/8" 4 3/8" - yB SILL DETAIL ETAiLS 1 SCALE: 1 1/2" = 1'-0" PERMIT SET A612 J J Lu C1 w a 0 z C7 cn Lu 0 u - z O cn Lu a - z z w Lu FYI 0- x Lu Lu _ H H _ a z O Lu J O _ z D Lu V Ce CL w ce Lu m ce Lu Z J J Q _ I-- 0 z U J J W w a O O z C7 w 0 LL O be w a Ce a. w I•— z Q Lu U Lu cn w O z w N z z Q cn z 0 6" LT GA METAL STUDS @ 16" OC BATT INSULATION MOISTURE RESISTANT GYP BD — SEE FINISH SCHEDULE FOR TILE 3 -PART STUCCO SYSTEM FLUID APPLIED AIR & > WEATHER BARRIER CONT BACKER ROD & SEALANT > VERTICAL METAL WALL PANELS METAL J -CHANNEL CONT BACKER ROD & SEALANT EACH SIDE LIQUID APPLIED WATERPROOF MEMBRANE 2"x 4 1/2" ALUM STOREFRONT FRAMING JAMB DETAIL g - SCALE: 1 1/2" = V-011. i'-0" SOUND ATTENUATION BATT INSULATION 6" LT GA METAL STUDS @ 16" OC STEEL COLUMN - SEE STRUCTURAL 3 5/8" LT GA METAL mow;; STUDS @ 16" OC VERTICAL METAL WALL => PANELS BATT INSULATION 5/8" PLYWOOD 8" NOMINAL CMU METAL 3 -CHANNEL 18 GA ALUM BREAK METAL 1/4" TRIM ADHERED TO GYP BD - COLOR TO MATCH WINDOW FRAME #15 FELT BETWEEN CMU & GYP BD SHIM SPACE 1" INSULATED GLASS FLUID APPLIED) WEATHER BARR PLYWOOD SHEA' VERTICAL CORR METAL PANELS LAP SELF-ADHER WATERPROOF M OVER METAL BA'. METAL BASE TRI RETURN STUCCC 2"x 4 1/2"ALUMII 7 5/8" 8) HEAD DETALL ­SCALE: 1 1/2" = V-0" BATT INSULATION 3 /8" LT GA METAL STUDS @ 16" OC 5/8" MOISTURE & MOLD RESISTANT GYP BD BUILT-UP LT GA HEADER 2x4 WOOD BUCK CORNER BEAD ]-MOLD CAULK JOINT SHIM SPACE LIQUID APPLIED WATERPROOF MEMBRANE 1" INSULATED GLASS : a 3 5/8" LT GA METAL 3 -PART STUCCO SYSTEM „. STUDS @ 16" OC - BATT INSULATION FLUID APPLIED AIR & 4 WEATHER BARRIER ON 8" CMU � 5/8" MOISTURE& MOLD RESISTANT GYP BD LIQUID APPLIED WATERPROOF MEMBRANE a 6" LT GA METAL STUDS • e 5/8" EXTERIOR SHEATHING F 2x8 WOOD BUCK CUT TO 6" FILL JOINT BETWEEN BRICK CORNER BEAD AND EXTERIOR SHEATHING W/ SILICON SEALANT ]-MOLD BEAUTY BEAD CAULKJOINT CONT BACKER ROD & SEALANT EACH SIDE SHIM SPACE 2"x 4 1/2" ALUM 1" INSULATED GLASS STOREFRONT FRAMIN JAMB DETAIL 7 SCALE: 1 1/2" = V-0" RETURN STUCCO AT JAMB ALUM THRESHOLD OVER CONT BED OF SEALANT - 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE FLOORING AS SCHEDULED RETURN BRICK AT JAMB -- CONT BACKER ROD & SEALANT EACH SIDE 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE FLOORING AS SCHEDULED FLUID APPLIED AIR & WEATHER BARRIER ON 8" CMU VERTICAL CORRUGATED METAL PANELS LAP SELF -ADHERED WATERPROOF MEMBRANE OVER METAL BASE TRIM METAL BASE TRIM CONT BACKER ROD AND SEALANT EACH SIDE LIQUID APPLIED WATERPROOF MEMBRANE - 2"x 4 1/2"ALUMINUM STOREFRONT DOOR FRAME METAL ]-CHANNEL VERTICAL CORRUGATED METAL PANELS FLUID APPLIED AIR & WEATHER BARRIER ON 8" CMU LIQUID APPLIED WATERPROOF MEMBRANE — METAL ]-CHANNEL CONT BACKER ROD & SEALANT EACH SIDE LIQUID APPLIED WATERPROOF MEMBRANE 2"x 4 1/2"ALUMINUM FRAME METAL J -CHANNEL - SEE HARDWARE SCHEDULE FOR THRESHOLD METAL J -CHANNEL 4 3/8" r__� 1/4" HEAD DETAIL 4 SCALE: 1 1/2" = V-0" 4 3/8" JAMB DETAIL 3 SCALE: 1 1/2" = V-0" BATT INSULATION 5/8" PLYWOOD 3 5/8 LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE METAL ]-CHANNEL 18 GA ALUM BREAK METAL TRIM ADHERED TO GYP BD - COLOR TO MATCH WINDOW FRAME #15 FELT BETWEEN CMU & GYP BD SHIM SPACE LIQUID APPLIED WATERPROOF MEMBRANE 1" INSULATED GLASS BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC CORNER BEAD 18 GA ALUM BREAK METAL TRIM ADHERED TO GYP BD - COLOR TO MATCH WINDOW FRAME #15 FELT BETWEEN CMU & GYP BD 3 -MOLD CAULK JOINT SHIM SPACE 1" INSULATED GLASS 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME CONT BED OF SEALANT UNDER THRESHOLD FLOORING AS SCHEDULED CONT BACKER ROD & SEALANT EACH SIDE - 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE FLOORING AS SCHEDULED + PERMIT SET s Cu0 N m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 BUILDING EPARTMEry , SEP 17 2018 WINDOW DETAILS A613 J J LLI w a O O V Z V) Lu 0 LL - O Z O to U) tY w a Z Lu Cn Lu tY Xa W Lu H H O ce a Z O Lu J O Z F-4 in Lu V Ce m Ce w m Ce w Z J J Z U J LLi w a O O U Z C� V) W 0 LL O w 0- 0 O a a w F_ Ln 0 Z w U rY w Cn LL - O Z w X 17)Z Q U) Z 0 I-_ RESILIENT FLOORING FINISH LEGEND INTERNATIONAL, INC. FINISH: PEWTER SHEET SIZE: 60" X 96" THICKNESS: 1/4" NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. ACOUSTICAL CEILING TILE STAINED CONCRETE ACT -1 ARMSTRONG SERIES: ULTIMA HEALTH ZONE S60FFIELD WORLD INDUSTRIES COLOR: WHITE SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. SIZE: 2'X 2' P-1 SHERWIN WILLIAMS GRID: 15/16" PRELUDE _ GRID COLOR: WHITE r. . Base ACT -2 ARMSTRONG SERIES: ULTIMA HEALTH ZONE IN CUSTOM P-2 SHERWIN WILLIAMS WORLD INDUSTRIES COLOR: BLACK 101 DINING SIZE: 2'X 2' STN-1/STN-2 P-3 SHERWIN WILLIAMS COLOR: SIN 6258 TRICORN BLACK GRID: 15/16" PRELUDE NOTE: USE EPDXY PAINT IN WET LOCATIONS GRID COLOR: BLACK WALL COVERING CARPET CPT -1 SHAW CONTRACT SERIES: WELCOME II; 60745; STEPPIN OUT GROUP COLOR: BLACK CHOCOLATE; 31751 SIZE: 12 FOOT (BROADLOOM) INSTALLATION PATTERN: REFER TO SHEET A702 NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS MARIMEKKO SERIES: MARIMEKKO ESSENTIAL; IITAVILLA TILE T-1 CERAMIC TECHNICS SERIES: STUDIO ELEMENTS BASIC FINISH: WHITE MATTE SIZE: 3"X6" INSTALLATION PATTERN: BRICK GROUT: MAPEI #47 - CHARCOAL JOINT: 1/8" NOTE: CONTRACTOR TO INSTALL WATER PROOFING MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. NOTE: EPDXY GROUT ONLY. PILE HEIGHT: 1 INCH T-2 CERAMIC TECHNICS SERIES: STUDIO ELEMENTS BASIC FINISH: WHITE MATTE SIZE: 3" X 6" BULLNOSE TRIM INSTALLATION PATTERN: BRICK GROUT: MAPEI #47 - CHARCOAL JOINT: 1/8" NOTE: CONTRACTOR TO INSTALL WATER PROOFING MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. NOTE: EPDXY GROUT ONLY. T -1/P-2 T-3 CERAMIC TECHNICS SERIES: 41ZER042; SYNON & ANTON NOTE: CONTRACTOR SHALL PROVIDE OUTSIDE CORNER FINISH: NAVAJO BLACK; MATTE UNITS AT ALL OUTSIDE CORNER CONDITIONS. SIZE: 32" X 32" WB -2 INSTALLATION PATTERN: STACKED FRP-1 GROUT: MAPEI #47 - CHARCOAL FRP-1 JOINT: 1/8" FRP-1 NOTE: CONTRACTOR TO INSTALL WATER PROOFING 105 MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. WB -3 SCHLUTER SERIES: DII_EX-AHKA 1S -TEXTURED COLOR -COATED NOTE: EPDXY GROUT ONLY. FINISH: TSDA -DARK ANTHROCITE NOTE: CONTRACTOR TO COORDINATE SIZE WITH TILE. T-4 FLORIDA TILE SERIES: AVENTIS THINNER FINISH: VELVET FTIAT 2539X118 SIZE: 39X118X3.5mmTHICK GROUT: SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL JOINT: 1/8"MAX NOTE: CONTRACTOR TO INSTALL WATER PROOFING MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. NOTE: EPDXY GROUT ONLY. RESILIENT FLOORING RF -1 ALLIED INDUSTRIES SERIES: ECO -GRIP SLIP RESISTANT SAFETY FLOORING INTERNATIONAL, INC. FINISH: PEWTER SHEET SIZE: 60" X 96" THICKNESS: 1/4" NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. STAINED CONCRETE SC -1 S60FFIELD NOTE: REFER TO PROJECT MANUAL. SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. PAINT P-1 SHERWIN WILLIAMS COLOR: SIN 7008 ALABASTER _ FINISH: FLAT r. . Base NOTE: USE EPDXY PAINT IN WET LOCATIONS � P-2 SHERWIN WILLIAMS COLOR: SW 7674 PEPPERCORN FINISH: FLAT 101 DINING NOTE: USE EPDXY PAINT IN WET LOCATIONS STN-1/STN-2 P-3 SHERWIN WILLIAMS COLOR: SIN 6258 TRICORN BLACK FINISH: FLAT NOTE: USE EPDXY PAINT IN WET LOCATIONS WC-1/T-1/MTL-4 WALL COVERING WC -1 MDC WALL SERIES: Z114TRA ACOUSTICAL PANEL FINISH: SILVER ROLL SIZE: 11 YARDS X 4'-0" X 1/8" NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. BAR WC -2 MARIMEKKO SERIES: MARIMEKKO ESSENTIAL; IITAVILLA RF -1 FINISH: BLACK AND WHITE; 14106 ROLL SIZE: 0.7m X 10.05m X 0.72m RF -1 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. WC -3 LOWES SERIES: EVERLAST SPORT/PET 15 -FT WIDE FESCUE FRP-2 RF -1 CUT -TO -LENGTH ARTIFICIAL GRASS; #EVPET6015CTL CG -2 103 PILE HEIGHT: 1 INCH RF -1 P-3/ACT-2 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. T -1/P-2 WALL BASE WBA JOHNSONITE SERIES: TRADITIONAL 2.5" WALL BASE T-1 FINISH: SUBMIT TO ARCHITECT FOR APPROVAL T -1/P-2 SIZE: 2.5" HIGH 104 NOTE: CONTRACTOR SHALL PROVIDE OUTSIDE CORNER RF -1 UNITS AT ALL OUTSIDE CORNER CONDITIONS. RF -1 WB -2 SCHLUTER SERIES: DII_EX-AHKA 1S -TEXTURED COLOR -COATED FRP-1 ALUMINUM (TS) FRP-1 FINISH: TSI - IVORY FRP-1 NOTE: CONTRACTOR TO COORDINATE SIZE WITH TILE. 105 NOTE: REFER TO DETAIL 8/A702. WB -3 SCHLUTER SERIES: DII_EX-AHKA 1S -TEXTURED COLOR -COATED ALUMINUM (TS) FINISH: TSDA -DARK ANTHROCITE NOTE: CONTRACTOR TO COORDINATE SIZE WITH TILE. NOTE: REF' -ER TO DETAIL 8/A702. WB -4 BASIS OF DESIGIN SPECIES: POPLAR RF -1 FINISH: PAINT TO MATCH WALL COLOR AND FINISH SIZE: 1X6 RF -1 EDGE PROFILE: SQUARE FINISH SCHEDULE ECO -RELICS WOOD WD PROJECT TYPICAL BASIS OF DESIGN SPECIES: SELECT PINE; FIRST AND SECONDS GRADE: PREMIUM FINISH: VARIES, REFER TO DRAWINGS FOR STAIN SELECTION COLOR: VARIES AND PROJECT MANUAL FOR COATING REQUIREMENTS, ETC. SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. MTL-3 u ocsm ...arae _ r r. . Base Wafl! � �e � elf rc Dirt ` Bates 1=rn 101 DINING SC -1 STN-1/STN-2 WB -2 P-3/WC-1/WC-3/T-1 WB -2 WC-1/T-1/MTL-4 WB -2 WC -1/T-1 WB -2 WC-11T-1/MTL-4 STYLE: CORNER TRIM; DMCT-375 102 BAR RF -1 STN-1/STN-2 RF -1 FRP-2 RF -1 FRP-2 RF -1 FRP-2 RF -1 FRP-2 CG -2 103 SERVERY RF -1 P-3/ACT-2 RF -1 T -1/P-2 RF -1 - RF -1 T-1 RF -1 T -1/P-2 JINPROCORP 104 KITCHEN RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 FINISH: PREMIUM LAMINATE; 38 FINE VELVET TEXTURE SIZE: 4'-0" X 8'-0" 105 DISH WASH RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 106 OFFICE SC -1 ACT -1 WBA P-1 WBA P-1 WBA P-1 WBA P-1 107 COOLER - _ _ _ _ _ _ _ _ _ REFER TO 108 RACKS RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 INTERIOR ELEVATIONS 109 CUTTING ROOM RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 FOR AREAS OF 110 CORRIDOR SC -1 P-1 WB -3 T-3 I WB -3 T-3 WBA MTL-2 MULTIPLE FINISHES. 111 MECH. SC -1 EXP WBA P-2 WBA P-2 WBA P-2 WBA P-2 112 VESTIBULE SC -1 P-1 WB -4 P-2 WB -4 P-2 WB -4 P-2 WB -4 WD,STN-2 113 MEN SC -1 P-1 VARIES, REFER TO INTERIOR ELEVATIONS 114 WOMEN SC -1 P-1 VARIES, REFER TO INTERIOR ELEVATIONS 120 OUTHOUSE SC -1 P-1 WB -2 T-1 WB -2 T-1 WB -2 T-1 WB -4 WD,STN-2 121 DRY STORAGE RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 I RF -1 FRP-1 RF -1 FRP-1 MTL-2 ECO -RELICS WOOD WD PROJECT TYPICAL BASIS OF DESIGN SPECIES: SELECT PINE; FIRST AND SECONDS GRADE: PREMIUM FINISH: VARIES, REFER TO DRAWINGS FOR STAIN SELECTION COLOR: VARIES AND PROJECT MANUAL FOR COATING REQUIREMENTS, ETC. SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. MTL-3 NOTE: SUBMIT SAMPLE TO ARCHITECT FOR FINAL TYPE: GALVANIZED METAL SHEET APPROVAL. COATING: CLEAR COAT THICKNESS: 20GA SHEET STAIN STN -1 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN FINISH: MATTE; WHITE I BASIS OF DESIGN NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. STN -2 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN FINISH: MATTE; CORDOVAN BROWN NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. WALL PROTECTION SPECIFIED TILE STN -3 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN STYLE: CORNER TRIM; DMCT-375 FINISH: MATTE; BLACK NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. FINISH: WHITE; PAINT TO MATCH ADJACENT WALL. STN -4 BASIS OF DESIGN FINISH: DULL GLOSS CONVERSION VARNISH NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. SOLID SURFACE CG -2 SS -1 CORIAN COLOR: DEEP NOCTURNE SIZE: 3/4" THICK FINISH: MATCH TILE, SUBMIT TO ARCHITECT FOR EDGE: EASED EDGE FINAL APPROVAL. SS -2 CORIAN COLOR: DESIGNER WHITE SIZE: 3/4" THICK JINPROCORP EDGE: EASED EDGE PLASTIC LAMINATE CORNER GUARD PLM -1 WILSONART FINISH: SOLICOR (PRODUCT TYPE 160); BLACK 1595 LAMINATE FINISH: 60 MATTE FINISH SIZE: 4'-0" X 8'-0" PLM -2 WILSONART STYLE: CHALKBOARD; GRAPHITE NEBULA 4623 LAMINATE FINISH: PREMIUM LAMINATE; 38 FINE VELVET TEXTURE SIZE: 4'-0" X 8'-0" FIBERGLASS REINFORCED PLASTIC FRP-1 MARLITE SERIES: STANDARD FRP FINISH: SMOOTH; S 10OG WHITE SIZE: 4'X8'X3/32" NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS AND PROVIDE AND INSTALL REQUIRED ACCESSORIES. FRP-2 MARLITE SERIES: STANDARD FRP FINISH: SMOOTH; S 807N SMOOTH BLACK SIZE: 4'X8'X3/32" NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS AND PROVIDE AND INSTALL REQUIRED ACCESSORIES. METAL MTL-1 BASIS OF DESIGN TYPE: 304 STAINLESS STEEL FINISH: BRUSHED EDGE: EASED EDGE MTL-2 ECO -RELICS TYPE: WEATHERED CORREGATED ALUMINUM SIDING COATING: CLEAR COAT COLOR: VARIES MTL-3 BASIS OF DESIGN TYPE: GALVANIZED METAL SHEET COATING: CLEAR COAT THICKNESS: 20GA SHEET SUBSTRATE MTL-4 I BASIS OF DESIGN TYPE: BREAK METAL COLOR+COATING: MATCH DOOR TRIM WALL PROTECTION SPECIFIED TILE CG -1 FRYREGLET STYLE: CORNER TRIM; DMCT-375 FINISH: WHITE; PAINT TO MATCH ADJACENT WALL. NOTE: INSTALL FROM TOP OF WALL BASE TO FINISHED CEILING. CG -2 SCHLUTER STYLE: QUADEC FINISH: MATCH TILE, SUBMIT TO ARCHITECT FOR FINAL APPROVAL. CG -3 JINPROCORP STYLE: TYPE 304, ST. STL. SCREW ON SURFACE MOUNTED CORNER GUARD SIZE: 1-1/2" WINGS X 8'-0" mx TILE BASE DETAIL SCALE: N.T.S. SPECIFIED TILE SCHLUTER; QUADEC; CORNER TRIM (CG -2) SPECIFIED TILE .,JBSTRATE CO RN E RG UARD DTL. 4 SCALE: 6" = V-0" DRYWALL METAL STUD FRAMING TAPE AND JOINT COMPOUND FRYREGLET; CORNER TRIM (CG -1) � DRYWALL TAPE AND JOINT COMPOUND CORNERGUARD DTL 3 SCALE : 6" = P-0" —]OHNSONITE WHEELED TRAFFIC TRANSITION; CTA -XX -J RESILIENT FLOORING, AS SPECIFIED SEALED CONCRETE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = V-0" SEALED CONCRETE, AS SPECIFIED JOHNSONITE; SLIM CARPET TILE, LINE TRANSITION; AS SPECIFIED SLT-XX-L TRANSITION DETAIL SCALE: 6" = V-0" PERMIT SET LL .0 U N N m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ECT NO: 16111 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A701 SUBSTRATE SPECIFIED TILE SCHLUTER-DILEX-AHKA SPECIFIED FLOOR FINISH /F SUBSTRATE mx TILE BASE DETAIL SCALE: N.T.S. SPECIFIED TILE SCHLUTER; QUADEC; CORNER TRIM (CG -2) SPECIFIED TILE .,JBSTRATE CO RN E RG UARD DTL. 4 SCALE: 6" = V-0" DRYWALL METAL STUD FRAMING TAPE AND JOINT COMPOUND FRYREGLET; CORNER TRIM (CG -1) � DRYWALL TAPE AND JOINT COMPOUND CORNERGUARD DTL 3 SCALE : 6" = P-0" —]OHNSONITE WHEELED TRAFFIC TRANSITION; CTA -XX -J RESILIENT FLOORING, AS SPECIFIED SEALED CONCRETE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = V-0" SEALED CONCRETE, AS SPECIFIED JOHNSONITE; SLIM CARPET TILE, LINE TRANSITION; AS SPECIFIED SLT-XX-L TRANSITION DETAIL SCALE: 6" = V-0" PERMIT SET LL .0 U N N m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ECT NO: 16111 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A701 J J W 1-7 W a O O V z (7 1-4 (n W 0 u- 0 z O H cn Ln IY W a - z z W LY Ln (n W OC a u� W F-- F— O a z 1-4 Ce O Lu J O z 0 W V 0 a w w m rY Lu z J J V) F- 0 z Q J J W W a O O V z (D V) w 0 LL. O w CL a w F— U) 0 z Q Lu V W Ln u- 0 z w D Cez z z 0 F— GENERAL NOTES FOR FINISH PLAN 1. CONTRACTOR SHALL REFER TO INTERIOR ELEVATIONS FOR EXTENT OF FINISHES AT LOCATIONS INDICATED AS MULTIPLE FINISHES. 2. CONTRACTOR SHALL REFER TO DOOR SCHEDULE FOR DOOR, DOOR FRAME, AND HARDWARE FINISH. 3. NOT USED. 4. CONTRACTOR SHALL REFER TO THE REFLECTED CEILING PLAN FOR EXTENT OF CEILING FINISHES. 5. CONTRACTOR SHALL NOTIFY THE INTERIOR DESIGNER IMMEDIATELY REGARDING ANY DISCREPANCIES DISCOVERED. 6. CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF OWNER FURNISHED MATERIALS WITH APPROPRIATE COMPANIES, UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL COORDINATE SIZE OF TILE ACCESSORIES AND TRANSITION PROFILES. 8. CONTRACTOR SHALL REFER TO INTERIOR ELEVATIONS AND MILLWORK SECTIONS FOR EXTENT OF FINISHES FOR MILLWORK. 9. CONTRACTOR SHALL REFER TO FINISH SCHEDULE FOR WALL BASE FINISH LOCATIONS AND ADDITIONAL FINISH INFORMATION. 10. REFER TO DETAILS ON SHEET A701 FOR CORNER GUARD DETAILS. CG -1 IS INCORPORATED INTO THE WALL SYSTEM, 11. REFER TO SHEET A401 THROUGH A402 FOR RESTROOM ACCESSORIES SCHEDULE, ENLARGED PLAN, INTERIOR ELEVATIONS, AND RESTROOM FLOOR FINISH PLANS. 12. CONTRACTOR SHALL PROVIDE CLEAR CAULK TRANSITION AT ALL HORIZONTAL TO VERTICAL JOINTS. 13. CONTRACTOR SHALL INSTALL A MANUFACTURER RECOMMENDED ISOLATION MEMBRANE AND/OR WATERPROOFING MEMBRANE AT ALL FLOOR FINISH LOCATIONS MEETING TCNA STANDARDS AS REQUIRED. FINISH PLAN KEY P-1 EXTENT OF FINISH = — FLOOR FINISH TRANSITION DETAIL DESIGNATION = —o -- *REFER TO DETAILS ON SHEET A712. CORNER GUARD = r CG -1 FINISH DIRECTION = FINISH PLAN KEY NOTES O1 CONTRACTOR TO PROVIDE AND INSTALL "COWHIDE" OUTLINE JOINT. COORDINATE WITH ARCHITECT. 02 CONTRACTOR TO PROVIDE AND INSTALL RECESSED METAL ACCESSORY, REFER TO INTERIOR ELEVATION. 03 CONTRACTOR TO PROVIDE AND INSTALL FOOD SHIELD, Y2" TEMPERED GLASS AND FILM, AS INDICATED - REFER TO INTERIOR ELEVATIONS. FINISH DISTRIBUTION PLAN #V 2 SCALE. 3 16" = 1'-0" Z _ / n FINISH DISTRIBUTION PLAN ?'IkV SCALE: 3/16" = 1'-0" z PERMIT SET Cu .a L- 0 LL U Cu N m U c Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 7 PROJECT NO: 16111 FINISH DISTRIBUTION PLAN A702 J LLi LLJ CL O U Z U V) w d LL z O cn cn w CL Z w V) va w w a w w H I- O H n. Z Of O ujJ O 'S Z_ D w U w L11 Lu w w m w Z J Q _H Z Q U J uw 9 W CL O Z V) Lu LL O w CL w a w H V) D Z Q Lu U w V) LL O H Z w l' - un Z Z Q V) (.7 Z 0 V) F_ GENERAL NOTES EPDXY NOTES INTERIOR ZONES, PSF 0-20 24.4 STEEL GENERAL NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE 5TH EDITION, ACI, NDS, APA AND ASCE7-10. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER _ 22.9 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 1. STRUCTURAL STEEL: 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 1.1. WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50, FY= 50 KSI CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. -27.2 1.2. CHANNELS, ANGLES, PLATES, RODS, AND BARS - A36, FY = 36 KSI -24.0 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 1.3. SQUARE AND RECTANGULAR TUBES ASTM A500 -GRADE B, FY= 46 KSI 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 1.4. PIPES ASTM A53- GRADE B, FY= 36 KSI COMMENCING CONSTRUCTION. AND/OR THE FOOTING DETAILS SHEET. INTERIOR PRESSURE HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 2• ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM A36 OR A307. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR I 0.18 4:12 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS ,ION. 3. DESIGN, FABRICATION AND ERECTION: AISC MANUAL OF STEEL CONSTRUCTION, ASD. OTHERWISE ON THE PLANS. AND DIRECTIONS FOR MIXING AND APPLICA HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS 4. BEAM SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHAL L BE 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONSDETERMINED OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 BY USING THE ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT PSI AND TENSILE STRENGTH OF 2,300 PSI. AISC MANUAL OF STEEL CONSTRUCTION FOR THE SECTION, SPAN AND STRENGTH OF STEEL DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED BEARING TYPE, WITH THREADS EXCLUDED FROM SHEAR PLANE SPECIFIED. CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUGTIGHT ASSUMING 2500 PSF SOIL CAPACITY. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE CONDITION PER AISC REQUIREMENTS. WELDS AWS SERIES E60 OR E70 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 14. 5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS OTHERWISE: CONCRETE NOTES LAITANCE, DUST, DIRT, AND OIL. MEMBER THICKNESS (INCHES) WELD SIZE (INCHES) 3/16 METAL ROOF DECK 1-1/2" 22 GA. WIDE RIB ROOF DECK, GALVANIZED 3/16 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE A N APPROVED CONTRACTOR BY THE 1/4 3/16 5116 EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 3/16 3/8 EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 1/4 PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE 7/16 1/4 1/2 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL TRAINING SHALL BE SUBMITTED TO THE ENGINE:ER/ARCHITECT ALONG WITH THE PROPOSAL TO 5/16 9/16 CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1/2' INCHES FOR DO THE WORK. 3/8 5/8 7/16 FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ROOF SHEATHING NOTES 6. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. FOR ROOF SHEATHING: SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED. VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 1/2" THICK. FASTEN WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. USE E70 SERIES 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH ELECTRODES FOR ALL STRUCTURAL STEEL WELDS. COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. 8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE HOT -DIP GALVANIZED AFTER FABRICATION. FOOTING. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM MASONRY NOTES 9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING ACCORDANCE WITH ARCH ITECTURAUSTRUCTURAL DETAILS. FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL WELDS CONCRETE REINFORCEMENT". MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP DRAWINGS AS PARTIAL OR FULL 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN, NET COMPRESSIVE PENETRATION WELDS. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED, STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N-11 11. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 3, MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OF STANDARD PRACTICE AND SHALL BE TREATED AS SUCH. WHICHEVER IS GREATER. CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". SHALL CONFORM TO ASTM C91, THICKNESS 01= MORTAR SHALL NOT EXCEED %8°. FULL BEAD AND HEAD JOINTS SHALL BE USED, CONVENTIONAL FRAMING NOTES 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. Pc OF GROUT SHALL BE 3000 PSI MIN. THE 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP, 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH MAXIMUM AGGREGATE SIZE SHALL BE %" GRADE:D TO PRODUCE FINE GROUT IN CONFORMANCE 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 2. ALL RIDGE BEAM SIZES ARE NOTED ON THE PLANS, 10.3, 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. PLACE UNTIL THE STRUCTURE IS COMPLETE. 6. FASTEN ROOF RAFTERS TO BEAM OR LEDGER WITH (2) SIMPSON H3 WITH (4) 8d NAILS INTO THE 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND RAFTER AND (4) $d NAILS INTO THE BEAM/LEDGER. STEM WALL MUST BE FILLED. SHA L CONSIST F GE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM 7. FASTENROOFRAFTERSTO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER FRAMING NOTES A82, AT O.C. NAILS SLEEPER. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM 8. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY CONSTRUCTION. MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL 9. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. STEEL REINFORCEMENT TOGETHER. CLOSE THE: OPENING AFTER INSPECTION, 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 10. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN (11) INTO STUD BELOW UNLESS NOTED OTHERWISE. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. INTERSECTION OF SLEEPER AND EXISTING FRAMING. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, LINO. SEE PLAN FOR SIZE AND 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE REINFORCEMENT. TREATED. LOAD TABLE COMPONENT AND CLADDING MATERIALS 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ROOF: DESIGN PRESSURES 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED LIVE LOAD: 20 0 PSF 1. CONCRETE (NORMAL WEIGHT 28 DAY COMPRESSIVE STRENGTH) DEAD LOAD: 7.0 PSF 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS CEILING: 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. LIVE LOAD: 10.0 PSF 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH LIVE LOAD -STORAGE: 30.0 PSF SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF DEAD LOAD: 5.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. FLOOR: LIVE LOAD: 40.0 PSF 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED DEAD LOAD: 10.0 PSF BELOW: DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 ASTM A36 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 SLAB ON GRADE 3000 PSI ALL OTHER 3000 PSI 2. REINFORCING ASTM A615, GRADE 60. 3. WELDED WIRE FABRIC ASTM A185 4. HOLLOW LOAD-BEARING CMU ASTM C90, GRADE N11 5. MORTAR, LOAD-BEARING MASONRY ASTM C270, TYPE M 8d = 0.131" x 2-1/2" WIND LOADS: \NAYNF 6. MORTAR, NON LOAD-BEARING MASONRY ASTM C270, TYPE N 1 O = 0.148" x 3" WIND SPEED: 130 MPH 7. STRUCTURAL STEEL 12d = 0.148" x 3-1/4" EXPOSURE: C . �.C� • ASTM A36 16d = 0.162" x 3-1/2" IMPORTANCE: BUILDING CATEGORY: 1.0 II 8. HIGH-STRENGTH STRUCTURAL STEEL (W -SHAPES) ASTM A992 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ENCLOSED BUILDING: 9. STEEL PIPE AND/OR THE FOOTING DETAILS SHEET. INTERIOR PRESSURE ASTM A53, GRADE B, Fy=35 KSI 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. COEFFICIENT: ROOF PITCH: 0.18 4:12 10. STEEL TUBE ASTM A500, GRADE B, Fy=46 KSI 11. ANCHOR BOLTS ASTM A36 OR ASTM A307 12. HIGH STRENGTH BOLTS ASTM A325 BEARING TYPE, WITH THREADS EXCLUDED FROM SHEAR PLANE 13. WELDS AWS SERIES E60 OR E70 14. JOISTS E60 OR E70 SERIES. 15. ''WELDED STUDS ASTM A108. 16. METAL ROOF DECK 1-1/2" 22 GA. WIDE RIB ROOF DECK, GALVANIZED (Ix = 0.169 IN /FT.4, Sx = 0.186 IN /FT)3 TRUSS NOTES 1. TRUSS DESIGN BY OTHERS. SEE COVER SHEET FOR TRUSS DESIGN SPECIFICATIONS, 2. TRUSS PLACEMENT PLANS HEREIN ARE TO BE USED AS A GUIDELINE. FINAL PLACEMENT TO BE PROVIDED BY TRUSS DESIGNER AND APPROVED BY EOR. 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS FOUND WITHIN. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. 4. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO CONSTRUCTION, DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES. DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com F L/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC \NAYNF IF/ o. 32 ; EO . �.C� • RIO • ����` J J W W CL 0 O U z (D v7 w n U- 0 z O V) V7 V, w CL z w v7 LU ce a u� LU M O H Q CL z O w J O z w U 0 0 a w ce w m LU z J J Q V7 E" z Q U J J W Z W CL O O U z U V7 W D LL O W a- 0 0 a w H 0 z Q LU U w V7 LL O N z w CieH v7 z z a 1-4 U z 0 V) ROOF JOIST NET UPLIFT DIAGRAM I.T.S. ZONE NET UPLIFT 1 27.7 PSF 2 32.1 PSF 3 42.9 PSF NOTE: 113 INCREASE IN ALLOWABLE STRESS IS NOT ALLOWED a=7.2 FT. J —..I Lu `rd w CL O IO V 'z v H� M / w n LL O z O w a (n U) W CL w w O r-� Q I- a z O w J O a r z H Lu U CL w IAC w ro Cyw z J J Q U') w Q�Q o! w CL O z w n LL O w a w 2 H D z Q w V w V) Ll - 0 O z w H z z Q V) z v) F- -----------J — 9'-5" , 84'-0" 53'-0" 8" CMU WALL, #5 REINF. AT 7-0-- O.C. '-0"O.C. SOLID GROUTED. SEE ARCH 4 FOR PLATE HEIGHTS. q (si ---------- 27-411— C14 7-4" N N — 23'-0" 167'-0" T1 SLOPE SEE ARCH. arC400 3X6X1 /4'/E EB co 0 M 0 N N S 1.03 -'---r Y22� Y16UNDERWINDOW I t i ER DOWL----- ------------------------------------- ------ ----� — Z I---' -------- ---- - ---------------------------------------- ------ r' - w Q HSS 3X6X1/4"/BASE ��� 0 4, „ 49'-8" 7 4 a) c 10 3#_2'f S 1.02 ------------------------------ ------ -------------- t t I I d• I e I e - 5 T— si. ----------S1.02 21'-114„ 15--5-All 4 S1.02 37'-44" 19'-3" 38"x52" FOOTING WITH #5 BARS AT 12" O.C. EACH WAY. 1 MARK 31"N 8 MIN. DEPTH, d SEE ARCH. FOR � I I 1'-0" o F- 8 Till 8 DRAIN LOCATIONS F2.5 I 1'-0" -' L --- I SLOPE -------- -- `1 -j �^I SEE DETAIL 19/S1.03, S1802 TYP 3^ i 38,E 6 51.02 3" F3.8 4 I 1'-0" SIMILAR. I I t � I I I SE I DETAIL 19/S1.03� IL-----------------* - AN --------•----------- 1. SS 4X4X1/4" r F2.5 ;- r-- r --- ---- ----- -- ---- _ ------ - ---------------- -- ----------N -- -- F3.8 BASE PLAT" ,iii I' ^ 18 ---------------- I - �—T'NT— L--------------� _10 ; ; _ N I -----------•----------------+ --------------------__-___--__._ r� ---------- i = SS 4X4X 2'-6" i c� BASE /4" ,� S1.02----- HSS LATE A F3.8 B 4X4X1/4 " 8 S1 02 SE PLATE A S1.02 --- t SS 4X4X1/4" ..�..... ` I BASE PLATE SE.E DETAIL 19/S1.03 I --------------� 21'-3" 27'-10" TYP 22'-58" r I 1,_35" _ 4.. 4 14 --� I S1.03 _ --- — 28'-02L" II 4" 8 SLOPE SEE ARCH. arC400 3X6X1 /4'/E EB co 0 M 0 N N S 1.03 -'---r Y22� Y16UNDERWINDOW I t i ER DOWL----- ------------------------------------- ------ ----� — Z I---' -------- ---- - ---------------------------------------- ------ r' - w Q HSS 3X6X1/4"/BASE ��� 0 4, „ 49'-8" 7 4 a) c 10 3#_2'f S 1.02 ------------------------------ ------ -------------- t t I I d• I e I e - 5 T— si. ----------S1.02 21'-114„ 15--5-All 4 S1.02 37'-44" 19'-3" 38"x52" FOOTING WITH #5 BARS AT 12" O.C. EACH WAY. 1 48'-84" 167'-8-41" (Y-1/ -- OUNDATION PLAN NOTES: SEE ARCH. FOR SLAB CONCRETE TYPE AND FINISHING. 1 ------------------ CONCRETE RAMP. FIELD DETERMINED. ." 1 NOTE: SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF FOOTING DESIGNATIONS. 1.03 co ------------------------------------------------------- 78'-58" 62'-34" FOOTING SCHEDULE MARK 31"N 8 MIN. DEPTH, d = � I I 1'-0" o F- 8 I 8 �- F2.5 I 1'-0" -' -------- ---------- --- I SLOPE -------- -- `1 -j SEE ARCH. i 1 02 Typ i 38,E 6 51.02 AND BOTT. F3.8 4 I 1'-0" N I °r° 20'-4" I I t � I I I SE I DETAIL 19/S1.03� F3.0 --------•----------- j ---- ----•------------o- Z_ - 6 HSS 4X4X1/4rPLATE "A" I - 21-4 =ivASE —20'-84 --� S1.02 ---- ----'-------------------- ----- ------— --------------� �13 14 FIELD VERT S1.03 S1.03 _ --- — 28'-02L" 20'-84" 48'-84" 167'-8-41" (Y-1/ -- OUNDATION PLAN NOTES: SEE ARCH. FOR SLAB CONCRETE TYPE AND FINISHING. 1 ------------------ CONCRETE RAMP. FIELD DETERMINED. ." 1 NOTE: SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF FOOTING DESIGNATIONS. 1.03 co ------------------------------------------------------- 78'-58" 62'-34" FOOTING SCHEDULE MARK WIDTH x LENGTH MIN. DEPTH, d REINFORCEMENT F2.0 24"X24" 1'-0" (3) #5 E.W., TOP AND BOTT. F2.5 30"X30" 1'-0" (3) #5 E.W., TOP AND BOTT. F3.0 36"X36" 1'-6" (4) #5 E.W., TOP AND BOTT. F3.8 44"X44" 1'_g^ (5) #5 E.W., TOP AND BOTT. tiV F2.0 L J HSS 6X6X1/4" � `-N iq LO �1 S L LJ = F2.0 _ O HSS 6X6X1/4" I I A Ll I � C � i v Kfj > 1.03 IF TYP ------ T ------ V-104" 1 1 rw�l9 UMPSTER FOUNDATION PLAN 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS DES IG N/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC WAYMF IF/ (D - (D No 28 S OF 0 . III P O.JE.ANU.- 16, s J w Lu F- 9 W GL �O� \ `/ z W 0 U— z O Ln Ce W CL z W cn w Ce CL u� W I— O 2 H a z Ce O UJIJ O z W V 0 2 a. W W m Ce W z J J Q cn H z Q J Li Q� tsG w a. z c� cn W ILL O W GL Ce Q w z W V Ce w Lf) U- 0 O I" z W F_ U) z f -r z Q N z 0 cn I- 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 2'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. 10 MIL VAPOR BARRIER (2) #5 CONT, TOP AND BOTTOM ONOLITHIC FOOTING SECTION 3/4" = V-0" 12" V POST. SEE PLAN. ! ABU66, 10d NAILS, J"X8" ANCHOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. •o <> SLOPE SEE ARCH. cp 44— 10 MIL VAPOR BARRIER 22" (3) #5 CONTINUOUS, TOP AND BOTTOM. MONOLITHIC FOOTING SECTION J/4" = 1'-U" CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. 8" — — SEE PLANS FOR CURB HEIGHT —mak ao • j-1 Ji 8" 16° 4" 10 MIL VAPOR BARRIER (2) #5 CONTINUOUS BEARING CURB STEP SECTION 3/4" = V-0" co a) w U 2" Lu rIN — I �I�--16" CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. ` i I 10 MIL VAPOR BARRIER (2) #5 CONT, TOP AND BOTTOM MONOLITHIC FOOTING SECTION J/4.. = T' -U'. ONOLITHIC FOOTING SECTION J/4" = 1'-U" FINISHED z_ GRADE 2 �I jl 6X6 N0.2 SYP PT POST. LIGHT GAGE FRAMING BY LIGHT GAGE FOOTING AND SLAB POURED WITH CONTRACTOR. SECOND SLAB POURED WITH 3000psi d ° -- SECOND SLAB POURED WITH 3000psi 10 MIL VAPOR BARRIER 6" BRICK. SEE FOUNDATION PLAN CONCRETE WITI-I WWM. FOR BRICK LOCATIONS. V) Lu FOOTING AND SLAB POURED WITH FOOTING AND SLAB POURED WITH wuj 3000psi CONCRETE WITH WWM. Q d 4 Ja 1 "T----- j Till I 10 MIL VAPOR BARRIER •d 6" 12" (3) #5 CONTINUOUS, TOP AND BOTTOM. " (3)#5 CONTINUOUS, TOP AND BOTTOM. 6" 12" V-6" ONOLITHIC FOOTING SECTION J/4" = 1'-U" FINISHED z_ GRADE 2 �I jl X X = 12" WITH (2) #4 MONOLITHIC FOOTING 3/4" = 1'-0" 6X6 N0.2 SYP PT POST. CMU WALL -SEE DETAIL 1/S1.01 FOR ABU66, 10d NAILS, j"X8" ANCHOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SECOND SLAB POURED WITH 3000psi d ° CONCRETE WITH WWM. L I) 10 MIL VAPOR BARRIER X X = 12" WITH (2) #4 MONOLITHIC FOOTING 3/4" = 1'-0" ONOLITHIC FOOTING SECTION 3/4" = T -U. - - - -- STEEL COLUMN -SEE PLAN. 14"X14"X8" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. **GROUT COLOR MUST MATCH THAT OF SURROUNDING BASE PLATE A. SEE 11/S1,02. CONCRETE.** 1-1/2" NON -SHRINK GROUT CONCRETE WITH WWM. FOOTING AND APOURED WITH 3000psi f QI -_I I iVl 1 1 i l l ° - _ ' 10 MIL VAPOR BARRIER _J 10I,; — —I� I �31a i ," - I1—,ii_ 10 STEEL COLUMN FOOTING SECTION 3/4 V-010 j�10"x10"x3/4" THICK '_ BASE PLATE. r;" 3/16" 10" civ 13/16"0 BOLT HOLE (TYP 4). 11 ASE PLATE A 1-1/ P� 2 1 0 - FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. _E ARCH. 10 MIL VAPOR BARRIER (3) #5 CONTINUOUS, TOP AND BOTTOM. MONOLITHIC FOOTING SECTION 3/4" = 1'-0" �;_i�I�I;-�� 10 MIL VAPOR BARRIER 8" 3 ON— BEARING RECESS SECTION 100 7" TIN 2 •— � ZC0 ° ° 12"x12"x1/2" THICK ^�er iv BASE PLATE. ~�Co S IN 13/16"0 BOLT g 1 1 HOLE (TYP 4). 2 12.. 1.. 19.. 12„ TOP VIEW FRONT ELEVATION VIEW f SIN �_ 12 SIDE ELEVATION VIEW SLOPED POST ANCHOR DETAILS 3/4" = V -U" f0 O�QpFz DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC WAYNj ' G,9 I FIC 93 TE O (V OAF • Rl �� • CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. v SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. 6" BRICK. SEE FOUNDATION PLAN FOR BRICK LOCATIONS. SLOPE -SEE ARCH. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. "T----- j Till I 10 MIL VAPOR BARRIER •d 6" 12" (3) #5 CONTINUOUS, TOP AND BOTTOM. " ONOLITHIC FOOTING SECTION 3/4" = T -U. - - - -- STEEL COLUMN -SEE PLAN. 14"X14"X8" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. **GROUT COLOR MUST MATCH THAT OF SURROUNDING BASE PLATE A. SEE 11/S1,02. CONCRETE.** 1-1/2" NON -SHRINK GROUT CONCRETE WITH WWM. FOOTING AND APOURED WITH 3000psi f QI -_I I iVl 1 1 i l l ° - _ ' 10 MIL VAPOR BARRIER _J 10I,; — —I� I �31a i ," - I1—,ii_ 10 STEEL COLUMN FOOTING SECTION 3/4 V-010 j�10"x10"x3/4" THICK '_ BASE PLATE. r;" 3/16" 10" civ 13/16"0 BOLT HOLE (TYP 4). 11 ASE PLATE A 1-1/ P� 2 1 0 - FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. _E ARCH. 10 MIL VAPOR BARRIER (3) #5 CONTINUOUS, TOP AND BOTTOM. MONOLITHIC FOOTING SECTION 3/4" = 1'-0" �;_i�I�I;-�� 10 MIL VAPOR BARRIER 8" 3 ON— BEARING RECESS SECTION 100 7" TIN 2 •— � ZC0 ° ° 12"x12"x1/2" THICK ^�er iv BASE PLATE. ~�Co S IN 13/16"0 BOLT g 1 1 HOLE (TYP 4). 2 12.. 1.. 19.. 12„ TOP VIEW FRONT ELEVATION VIEW f SIN �_ 12 SIDE ELEVATION VIEW SLOPED POST ANCHOR DETAILS 3/4" = V -U" f0 O�QpFz DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC WAYNj ' G,9 I FIC 93 TE O (V OAF • Rl �� • J w w a O V Z 0 w 0 LL O Z O R V) V) Lu n Z w V) cn w w a x w w I- I - O a Z Ce O w J O Z w V 0 CeCL w ce W m W >w W Z J Q H 0 Z U J LLi w a O U Z C7 w 0 LL O Ce w n - O 2 a Lu F- V) V) 0 Z Q W U 1--1 ce 'w V / LL O Z w ce F - z z Q V, 0 Z 0 N F- 12" —* 2S POS %EOF't.R P PT POST. UASMI Y&L4& 8j*CW&OR. ;:5FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. b, o SLOPESEE ARCH. Lu • 7 uj F— N Lu 10 MIL VAPOR BARRIER W • • V • e ' 22„ (3) #5 AT 12" O.C., VERTICALLY. MONOLITHIC FOOTING SECTION 3/4"= V-0" SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. 10 MIL VAPOR BARRIER � (3) #5 CONTINUOUS, TOP AND BOTTOM. ONOLITHIC FOOTING SECTION 3/4" = 1'-0" gUTHOUSE FOOTING 3!4 - 1-0 FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SEE DETAIL 19/S1.03 FOR REINFORCING. GRADE BEYOND --------- — — - — — — — — — z BOTTOM OF FOOTING MUST o ='� REMAIN A MINIMUM OF 12" BELOW —�------ — N -- GRADE ---- -- BENT BAR, SAME SIZE AS FOOTING BAR. _ FOOTING TO BEAR ON FIRM SOIL. UNDISTURBED.._ 14 FOOTING STEP 14" 14" - g2" — _ L c� A O 42"43,.42"-� ,,,-6":K12"x1/2" THICK BASE PLATE. 3/16" \-13/16"O BOLT HOLE (TYP 4). 17 BASE PLATE= B �10"� STEEL COLUMN -SEE PLAN. BASE PLATE B. SEE 17/S1.03. 1-1/2" NON -SHRINK GROUT 18 ST��L COL DETAIL 3/4 SLAB BY OTHERS FOOTING AND SLAB POURED WITH 3000pst -mak _ v N. l O ,I • ' (2) #5 CONTINUOUS, TOP AND BOTTOM. ,! 16" CONCRETE WITH WWM. 10 MIL VAPOR BARRIER AT OUTHOUSE, SEE SECTION 20/S1.03 FENCE BY OTHERS. CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1)#5 BAR 8"X16" CMU STEMWALL. STEMWALL VERTICAL o REINFORCEMENT TO BE #5 DEFORMED BARS w AT 32" O.C. FILL CELLS WITH 3000 psi , CONCRETE. •� PAVEMENT : I E IM -1-I J- ` I C'4 VERTICAL REINFORCEMENT TO HAVE 12" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP _ COURSE. �= o 10"x20" FOOTING WITH (2) #5 BARS CONTINUOUS AND #5 BARS AT 12" O.C. — TRANSVERSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. RETAINING WALL SECTION 3/4" = 1'-0" POUR OUTSIDE SIDEWALK INTO CUT OUT. 1'-2" STEEL COLUMN -SEE PLAN. 4" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. BASE PLATE A. SEE 11/S1.02. 1-1/2" NON -SHRINK GROUT FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. i 40. MIL VAPOR BARRIER' �� N N T 3'-0" V-2" 19 STEEL COLUMN FOOTING SECTION 3/4 1 0 STEEL COL AND BASE PLATE B. SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. COVER STEEL PLATE WITH SIDEWALK POUR. FOOTING AND SLAB POURED WITH SLOPE -SEE ARCH. 3000psi CONCRETE WITH WWM. 10 MIL VAPOR BARRIER SEE PLAN AND SCHEDULE FOR MONOLITHIC FOOTING SECTION FOUNDATION SIZE AND REINF. 3/4"=1'-0" (22�3/ ONOLITHIC FOOTING SECTION DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �•� \NAYNF I FIC '9 Sn =C7 3 �= TE 2x4 NO. 2 SYP PT BOTTOM PLATE (RECESSED 5/8" SO SHEATHING IS FLUSH WITH EDGE OF SLAB. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF BOTTOM PLATE SPLICES. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. z FINISHED GRADE - 10 MIL VAPOR BARRIER r I • n -) I I i '— x �, --_i T— - - X = 12" WITH (2) #4 gUTHOUSE FOOTING 3!4 - 1-0 FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SEE DETAIL 19/S1.03 FOR REINFORCING. GRADE BEYOND --------- — — - — — — — — — z BOTTOM OF FOOTING MUST o ='� REMAIN A MINIMUM OF 12" BELOW —�------ — N -- GRADE ---- -- BENT BAR, SAME SIZE AS FOOTING BAR. _ FOOTING TO BEAR ON FIRM SOIL. UNDISTURBED.._ 14 FOOTING STEP 14" 14" - g2" — _ L c� A O 42"43,.42"-� ,,,-6":K12"x1/2" THICK BASE PLATE. 3/16" \-13/16"O BOLT HOLE (TYP 4). 17 BASE PLATE= B �10"� STEEL COLUMN -SEE PLAN. BASE PLATE B. SEE 17/S1.03. 1-1/2" NON -SHRINK GROUT 18 ST��L COL DETAIL 3/4 SLAB BY OTHERS FOOTING AND SLAB POURED WITH 3000pst -mak _ v N. l O ,I • ' (2) #5 CONTINUOUS, TOP AND BOTTOM. ,! 16" CONCRETE WITH WWM. 10 MIL VAPOR BARRIER AT OUTHOUSE, SEE SECTION 20/S1.03 FENCE BY OTHERS. CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1)#5 BAR 8"X16" CMU STEMWALL. STEMWALL VERTICAL o REINFORCEMENT TO BE #5 DEFORMED BARS w AT 32" O.C. FILL CELLS WITH 3000 psi , CONCRETE. •� PAVEMENT : I E IM -1-I J- ` I C'4 VERTICAL REINFORCEMENT TO HAVE 12" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP _ COURSE. �= o 10"x20" FOOTING WITH (2) #5 BARS CONTINUOUS AND #5 BARS AT 12" O.C. — TRANSVERSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. RETAINING WALL SECTION 3/4" = 1'-0" POUR OUTSIDE SIDEWALK INTO CUT OUT. 1'-2" STEEL COLUMN -SEE PLAN. 4" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. BASE PLATE A. SEE 11/S1.02. 1-1/2" NON -SHRINK GROUT FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. i 40. MIL VAPOR BARRIER' �� N N T 3'-0" V-2" 19 STEEL COLUMN FOOTING SECTION 3/4 1 0 STEEL COL AND BASE PLATE B. SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. COVER STEEL PLATE WITH SIDEWALK POUR. FOOTING AND SLAB POURED WITH SLOPE -SEE ARCH. 3000psi CONCRETE WITH WWM. 10 MIL VAPOR BARRIER SEE PLAN AND SCHEDULE FOR MONOLITHIC FOOTING SECTION FOUNDATION SIZE AND REINF. 3/4"=1'-0" (22�3/ ONOLITHIC FOOTING SECTION DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �•� \NAYNF I FIC '9 Sn =C7 3 �= TE V J J W a w CL O O z Q cn w 0 U- 0 O z O R V) Lu a - z W U0 Lu x� W w H H O S C Q a - z z O w J O z w V a w oC Lu m Lu z J J Q u) H z Q V J J LL a O z t� V) w 0 U- 0 O Cefw CL CYa w 0 z Q Lu V ce W LL O z w D oL V) z z Q V) V z 0 CMU WALL, #5 BARS IN EACH OF THREE CORNER CELLS, AT EACH SIDE OF OPENINGS, AND AT 48" O.C., FULLY GROUTED, UNLESS OTHERWISE SHOWN. (1) #5 BAR MINIMUM 30" LAP IN VERTICAL REINFORCEMENT CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL. STEMWALL VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. d=12", b=24", (3) #5 BARS FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. CORRAL SECTION 3/4 = 1 -0 CMU WALL 3"x 3" EMBEDED STEEL TUBE POST W/ (3) 1/2"0x5" STUDS (5 GA) HINGE BY OTHERS. ALL GATE MEMBERS ARE 3"x 3" STEEL TUBE POST. FASTEN TO n HINGE WITH (2)3/4"0 BOLTS. 1X6 PLANKS, FASTENED TO STEEL POSTS W/ (2) 1-114" #2 SIMPSON STRONGTIE QUIK DRjrVE WOOD -TO -STEEL FLAT HEAD SCREWS - TYP CORRAL CORNER DETAIL 1-1 /2" = V-0" WALL, #5 BARS IN EACH OF EE CORNER CELLS, AT EACH SIDE )PENINGS, AND AT 48" O.C., FULLY UTED, UNLESS OTHERWISE WN. SEE LEGEND FOR CMU SIZE. " EMBEDED STEEL TUBE POST W/ '2" 0x5" STUDS (5 GA), SPACED AS WN. POST INSTALLED FLUSH WITH SIDE FACE OF BLOCK. NOT SHOWN FOR CLARITY. SEE %ILS 1 AND 2/A001 FOR HITECTURAL GATE DETAILS. EWAY. SEE CIVIL DRAWINGS CORRAL ELEVATION AT GATE 3/4" = V-0" UP SEE DETAILS 1 AND 2/A001 FOR ARCHITECTURAL GATE DETAILS. ALL GATE MEMBERS FASTENED TOGETHER WITH 1/4" FILLET WELD, ALL AROUND. ALL GATE MEMBERS ARE 3"x 3" STEEL TUBE POST. FASTEN TO HINGE WITH (2) 3/4"0 BOLTS. SEE SECTION 1/S1.01 FOR FOOTING DETAILS. 5 FENCE POST DETAIL 3/4 = 1-0 BY OTHERS (6x1/4 =TAIL 10/S1.02 FOR 'LATE JON -SHRINK GROUT c 8" THREADED RODS ONC.-BY OTHERS. VAPOR BARRIER =E FOOTING SCHEDULE S1.01 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com F L/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 F L/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4 PROJECT O: u Via, �►)-, } WAYNF IF lc •. =C7 N �= -- • S EO 4 PROJECT O: u Via, �►)-, } U TRUSS DESIGNER TO LAYOUT TRUSSES TO J CREATE OPENINGS FOR RTUS. VERIFY J 8" CMU WALL, #5 REINF. AT 2'-0" j 1 29 1 O.C. SOLID GROUTED. SEE ARCH DIMENSIONS WITH ARCHITECTURAL DRAWINGS. S3.03 ALLOW 3" BUFFER BETWEEN TRUSS AND OPENING S3.01 TYP S3.01 FOR PLATE HEIGHTS. SIM. a O21-r•- _ ..'1�---'T I I I 1 I I._h 1 II _ '.:.._. _.1 _.__ I u I I V i El I I I I 18F8rOB� p 1 11 I I I I 1 I I I 1 II t I I II I I Ir...__+_. �..----��—jj h-1 —-"'�--+—. i —. =.+ I 11 1 I I I 1 i I I II I 11 I I I I I I I I I II I I I II I I I I I I II I I III I I 1 I� �, z 1 I I I 111 I I I I I PARALLEL CHORD ROOF TRUSS BY qi w OTHERS. SEE ARCHITECTURAL , u I u 1 1 111 I I I `1 FOR PROFILES 28'-1171"' 53;1 I ' I I 1 I I I 1 II I II I 1 I I 1 I I I I I , v I 11 I i/"1 I I 1 4 I III 1 1 I I III 1 I 1 I : 1 I I I I , I I i 1 I I I I II III I I I I I I I I I II , 11 I I I I I I I I I 1 II , 11 1 1 I I I I I r --L I 1 I � I I I I I II I 1 111 I I I j l z I I I I 1 NI I T.,. I I I I I II 111 I I I I ® 1 I I I N� n I II �{ I I 1 I I I W I 1 I I I I 1 1 f }} a - I I I I I I x I I I ill I I 1 I fl I I III I I I I ®' 11 IJ -------- 11 1 I 1 1 I 1 I I I I I 1) I I I I II I I 111 I I I I I w I I I I I ' I I II I II 1 I 1 I 1 I I I I - I I I I I I I II 1 I III I I I I 1,. c I I 1 I II , II I I I I I 1 I I I NI I I 1 I I I I I, I 1 RTU-3 -:.-�-- ,2Wa 08-0b — 1 1II I 53.0 3 W 4,_4„ 22'-21" '-�q2�" 'x8" — 10 TYP.2 8' : I `•� 1 I I I I I N II "-. t - -y-:� -y -- __J_ __ I I II 111 I 1 I I � -"— I 1'6 == __�I I'I 1 I I 1 I 11 1 I I II I 1 I I -____dn (2) 2X12 {2) 2X12 1 1 I I I 1 I II 1 u.` wYa I -lj I 1 1 I I II 1 I I n I I„R Il r — r— m I 1 I If ' 1 I I I I I I I 11 I I I II I I I I I 1 II I 1 III I I I I ' Lu 1 -------- _n 1 I 1 t I 1 u I 1 n I 1 8�8-0� I I I I 1 V 1 1 f I-- u- I I ._. - 1_ t;i i 1 1 I i 1 1 u I I n I I I 1 W I_ . it I 1 I 1 I I E L AM"- W'16X I 1 ._. _. W it 1 1 I , 1 S�.02 I 1 u-- a---- I I I S$. i i --"i i_ i n � 1 ' I ' ST ELIBE M- 1 X5T I II I I 1 LI J 1 I I' I 1 I 1 I f 1 I I I 1 -_-.•_ - I f I I I I I I I 1 t 1 I I-- HSi 4X14X1/4" I I + 1 1 1 �H3S 4X4X J/4" 1 I r I I I 1 ” I I 1 rriJ HSS 4X4X1/4 H�S 4r-tA; /4 I I I I I I I I 1 1 I I I I I I I 1 I f I I I 1 I I I I I O I I 1 I I I 1 I I I I I I I I I I I I I I 1 1 I I I I I 1 I I I I 1 I I I I I I I 1 I 1 I I I 1 I I 1 I I I I 1 114 1 I 1 I 1 I I 1 I I I I I I I I 1 I 1 I I I I I SU2 i i i i i i i i i I i PF8JOB 1 I 1 I I t I I I I I I I 1 I I 1 I I I 1 I I 1 I I I I I I I I I I I (2)2X8Ce VAULTED ROOF TRUSS BY OTHERS AT 24" O.C. 1 ' Z ' ' ' ' ' ' ' ' ' ' 1 SEE ARCHITECTURAL FOR PROFILES 1 I I I I I I 1 I 1 1 I I-1 1 1 1 I I I 1 I 1 I I i I i i i i i i i i i i i i LIGHT GAUGE ABOVE (2) X8 I GABLE END TRUSS i i i i i i i i DOOR FRAME BY 1 O I PLACED ON INSIDE 1 1 I 1 I I I I I I I 1 1 I I I 1 l 1 I I I I I I I I I I I 1 1 I I I 1 I 1 I I I OTHERS w FACE .1IIO. �F �CIt �M�UI1 . O 2X6 RAFTERS ih 32/S3.03 FOR R AT 24" O.C. TO BEAM. S$.021 .02' z 2 8 V III I11III1I ;. I _ J ---- too ' 1 1 I I I I 1 1 1 1 I I TRUSSES ADJACENT TO 5302 I 1 I I I 1 I ' ' I ' ' ' I DOUBLE RAFTER AT ENTRANCE i i i i i I I I 1 I I I 1 I 1 I I I I 1 I 1 M 28 ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I I 1 I 1 GABLE END TRUSS MUST HAVE 2X12 END I 1 1 1 1 ® PLACED ON INSIDE VERTICAL. SEE DETAIL 15/S3.02. 1 I I I a (2) I I I 1 I I I 1 I 1 I I I I 1 1 1 1 I 1 I FACE OF CMU. { 1 1 I I I I I I I 1 I I I I I 1 Lu I I 1 I I I 1 I I 1 I I 1 I I I I I I I I 1 I I I 1 Lu I 32/53.03 FOR COL � 1 1 I I I ICI I I I I I I 115 I I I 1 I I I I I I I ill I�I: 1� TO BEAM. 1 I I aJ 1 1 I I 1 J 1 1 11 I 1 1 1 I 1 1 } I I I I I f I I I I �{ j� I I I I 1 I I I I 1 �1� YS3�2 I 1 13.U� I 1 I I I I $3.0$ I I 11 1 1 j 7 i i i i i i IMi i i 1 i i i i i I I i 1 i ji 'S3•p2 1 Lu 53.01 2 X8 f 1 1 1 C _2 L. I ' 8Fj6-1p/1T I 1 I 1 I I 1 I f I I I I I I 1 I I Z O I I I I I I I I 1 I I II I 1 i -- _ ok 23 UO F B 12 25 2X6 SYP RAFTERS AT 24" O.C. 3.0 Z r 3 0 Q (2) X8 I 1 12) 8 > A (4) 2X6 PT POST TYP. ~ S3.01 W MARK REINF. A WIDTH (IN.) INTERIOR BEARING WALL x ,. 0- INDICATES GLAZING CLASSIFIED AS END ZONE. 0 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF B STRUCTURE WILL BE CLASSIFIED AS INTERIOR CB1 ZONE. SEE "COMPONENT AND CLADDING DESIGN 0'-7 5/8" PRESSURES," ON COVER SHEET. (2) #5 Z CB2 11-0" 2 (2) #5 Lu V) CB3 2'-0" Lu 40) BAR (2) #9 0 C134 1'-0" LL i i i i O j w w rn w a 0,. 2" 2.. a SHEAR TIES. SEE SCHED. SEE SCHED w SHEAR TIES. SEE SCHED. Ln REINF. AS p REINF. p PER SCHEDULE _ Ln2 co Q �- Lu w /;. "" �; ' COL SUPPORT. SEE PLAN. u 1" TYP 12 V) SEE SCHED ° LL O Z Lu OffV) Z i z Q cn z Z p V) I� I=11l�l�l l�l� rl�lli` 11®Ilil� II�IIIINIII��.1.�I�1�1�1�1� �l®IIIrrI�\ CANOPYpro 1)'EAMS. SEE 0.25 Ln1 #3@10"O.C. 8X8 NO.2 PT SYP POSTS. SEE SECTION 10/S3.01. 0.25 Ln1 M. 31 2X8 RAFTERS AT 24" O.C. .75' 14 LV L 1411 L 2X6 SYP RAFTERS AT 24" O.C. V91 AYR (4 2X6 PT POST TYP. A 5 TYP. c� 0.25 Ln2 STIRRUPS CONCRETE BEAM DETAIL 1/2" = V-0" 3 INTERIOR ROOF FRAMING IS PRE-ENGINEERED WOOD TRUSSES. EXTERIOR PORCH AND SMOKEHOUSE FRAMING IS WITH CONVENTIONAL FRAMING AS DESCRIBED BELOW: • SEE PLAN FOR RAFTERS SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, MIN. SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES ON COVER PAGE FOR FASTENING SPECIFICATIONS. 1 PT POST TYP.J`''v' 2X8 (2) 2X8 2X10 SYP RAFTERS AT 24" O.C. . _._ 6X6 PT P.OS.T TYP. i A P. S3 01 S3.0 ' � A TYP. j (4) 2X6 PT POST TYP. (2) 2X8 SEE INSET A VE FRAMING NOTES AND LEGEND PORCH/GLULAM BEAM MARK REINF. A WIDTH (IN.) INTERIOR BEARING WALL x ,. REINF. A INDICATES GLAZING CLASSIFIED AS END ZONE. ; 0 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF B STRUCTURE WILL BE CLASSIFIED AS INTERIOR CB1 ZONE. SEE "COMPONENT AND CLADDING DESIGN 0'-7 5/8" PRESSURES," ON COVER SHEET. (2) #5 -� — ROOF RAFTER CB2 11-0" 0'-7 5/8" (2) #5 Lu #3 TIES AT 5"O.C, CB3 2'-0" 0'-7 5/8" 40) BAR (2) #9 #3 TIES AT 10"O.C. C134 1'-0" 0'-7 5/8" i i i i #3 TIES AT 5"O.C. j w w rn 2.. 0,. 2" 2.. SHEAR TIES. REINF- B SEE SCHED. SHEAR TIES. SEE SCHED. SHEAR TIES. SEE SCHED. REINF. Ln1 Ln2 �- CMU COL SUPPORT. SEE PLAN. /;. "" �; ' COL SUPPORT. SEE PLAN. CONCRETE BEAM DETAIL 1/2" = V-0" 3 INTERIOR ROOF FRAMING IS PRE-ENGINEERED WOOD TRUSSES. EXTERIOR PORCH AND SMOKEHOUSE FRAMING IS WITH CONVENTIONAL FRAMING AS DESCRIBED BELOW: • SEE PLAN FOR RAFTERS SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, MIN. SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES ON COVER PAGE FOR FASTENING SPECIFICATIONS. 1 PT POST TYP.J`''v' 2X8 (2) 2X8 2X10 SYP RAFTERS AT 24" O.C. . _._ 6X6 PT P.OS.T TYP. i A P. S3 01 S3.0 ' � A TYP. j (4) 2X6 PT POST TYP. (2) 2X8 SEE INSET A VE FRAMING NOTES AND LEGEND PORCH/GLULAM BEAM MARK HEIGHT (IN.) WIDTH (IN.) INTERIOR BEARING WALL x ,. REINF. INDICATES GLAZING CLASSIFIED AS END ZONE. ; 0 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF B STRUCTURE WILL BE CLASSIFIED AS INTERIOR CB1 ZONE. SEE "COMPONENT AND CLADDING DESIGN 0'-7 5/8" PRESSURES," ON COVER SHEET. (2) #5 -� — ROOF RAFTER CB2 SEE PLAN FOR POST SIZE. FASTEN BEAM TO POST WITH (2) MSTA24. A� FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 2x8 NO.2 SYP LEDGER OB • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. 2X8 MU WALL AND FRAMING PLAN 8" CMU WALL, #5 REINF. AT 2'-0" O.C. SOLID GROUTED. SEE ARCH FOR PLATE HEIGHTS. CONCRETE BEAM SCHEDULE MARK HEIGHT (IN.) WIDTH (IN.) REINF. REINF. REINF. - (9 328 ; 0 A B ' E OF CB1 1'-0" 0'-7 5/8" (2) #5 (2) #5 #3 TIES AT 5"O.C. CB2 11-0" 0'-7 5/8" (2) #5 (2) #5 #3 TIES AT 5"O.C, CB3 2'-0" 0'-7 5/8" (2) #9 (2) #9 #3 TIES AT 10"O.C. C134 1'-0" 0'-7 5/8" (2) #7 (2) #7 #3 TIES AT 5"O.C. NOTE: _ 1. SPACE TIES AS SHOWN ABOVE WITHIN 0.25"Ln (CLEAR SPAN) OUTHOUSE FRAMING PLAN 1/4" = V-0" i If i I I I I 1 1 1 I 1 1 I I I I I I I I I I 1 I I I, i DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC .� (\NAY/i • • IF •,9'A - (9 328 ; 0 ' E OF 0 �'' . Plow FS �� .1 U J J LL' > w CL O O U z V w D LL O z O to c� Lu a z w w w CL X Lu w H H O 2 a`- z H O ujJ O z Lu V a w W Lu m ce W > W z J J Q to z Q J u.i w a O z V) w LL O Ce w a a Lu c!a z a w U w U- 0 O z Lu Ce z z Q z RAILING BY OTHERS. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48" O.C. ANCHOR BOLTS EMBEDDED 6" INTO BOND BEAM. PLACE ANCHOR BOLTS WITHIN 6" OF SPLICES, AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. ROOF SYSTEM -SEE ARCH. fir_=.�1' • • � � • TRUSS TP1,51i WITH SDWC15600 OR H2.5 TRUSSES UP TO 600 LBS. UPLIFT. }SDWC15600 OR (2) H2.5A WITH (10) NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. N • '` (2) 2x4 NO.2 SYP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. FASTEN • • TO ANGLE BELOW WITH J" THROUGH BOLTS 4$" AT 24" O.C. STAGGER BOLTS AGAINST TRUSS POSITIONS. CONTINUOUS L3x3xv4 WITH 3/4"0X6" iq ADHESIVE ANCHORS AT 24" O.C. �- 8"x16" CMU TIE BEAM WITH (2)-#5 TOP AND BOTTOM CONTINUOUS. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. 7.1%WALL SECTION ROOF SYSTEM -SEE ARCH. 2X PT RAFTERS. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO BEAM FASTENING, 2X PT BEAM. SEE PLAN FOR SIZE AND NUMBER OF PLIES. 7 SECTION AT SAVE 3/4 - 1 -0 ROOF SYSTEM BY ARCH, NO.2 PT BEAM. SEE PLAN FOR SIZE AND BEAM TO POST NTNG. RAFTER. SEE PLAN FOR SIZE PACING. SEE CONVENTIONAL NG NOTES FOR RAFTER TO BEAM FASTENING. PT POST. $ RIDGE BEAM ELEVATION 3/4"=11 -Off JM (APING BY OTHERS. )E CONTINUOUS BOND BEAM #5. I DN:SEE ARCH. STEM -SEE ARCH. ROOFING BY OTHERS. JSS BY OTHERS. LEK MASONRY BLOCK WALL, FILL RTICALLY AT 4'-0" O.C. WITH 3000 RETE AND (1) #5 BAR, UNO. 2 CMU WALL SECTION 3/4 11-011 DETAIL "A" RAFTERS -SEE PLAN. BLOCK TO FILL GAP BETWEEN RAFTERS AS NEEDED. (2) 3/4" BOLTS- NOTCH BEAMS TO RECESS. TLOK 10 SCREWS. NOTCH BEAMS TO RECESS. 1/2" 0 THREADED ROD WITH 2X2X1/4" WASHER EACH END. TLOK 10 SCREWS. NOTCH BEAMS TO RECESS. POSTS -SEE PLAN. ALUMINUM COPING BY OTHERS. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. T.O. CMU .� ELEVATION:SEE ARCH. ROOF SYSTEM -SEE ARCH. WATERPROOFING BY OTHERS. Z- ROOF TRUSS BY OTHERS I 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. 3 SECTION 3/4"=lf-011 ROOF SYSTEM -SEE ARCH. ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2X SYP NO.2 PT BEAM. SEE PLAN FOR BEAM SIZE AND BEAM TO POST FASTENING. (4) 2X6 PT POST. N ,I RAFTER TO BEAM 5 3/4" = 1'-0" 0 CONNECTION DETAILS 1-1/2" 1'-0" ' I , t 'i DETAIL "B" (4) 3/4" BOLTS- NOTCH POSTS TO RECESS. 2X18 SYP NO.2 PT BRACE. FASTEN TO INSIDE FACE OF EACH DOUBLE POST. BLOCK TO FILL GAP BETWEEN BRACES AS NEEDED. POSTS -SEE PLAN. ROOF SYSTEM -SEE ARCH. AT SMOKER \FTER SIZE. FASTEN WITH (12) 8d NAILS. ATIONS 'LAN FOR SIZE AND ENTIONAL FRAMING NOTES FOR RAFTER TO BEAM FASTENING. (2) 2X SYP NO.2 PT BEAM. SEE PLAN FOR BEAM SIZE AND BEAM TO POST FASTENING. 6X6 PT POST. SEE PLAN. RAFTER TO BEAM 4 3/4" 6 RAFTER TO BEAM 3/4 11-011 (2)TLOK10 ROOF SYSTEM -SEE ARCH. ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2X SYP NO.2 PT BEAM. SEE PLAN FOR BEAM SIZE AND BEAM TO POST FASTENING. 6X6 PT POST. SEE PLAN. ROOF SYSTEM -SEE ARCH. ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. FASTEN RAFTER TO BEAMS WITH (2) H2.5A. SEE DETAIL "A" - 9/S3.01 DES IGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC AY/yF .... G ' �•IF/ . '9 -C7 32 (2)TLOK10 ? ` �• TE 01 OAF . 2X10 NO.2 SYP PT RAFTERS BETWEEN �'�� ON .�� 5g° l POSTS. FASTENED TO POSTS WITH (2) 1 1 1 1 SO 3/4" BOLTS- NOTCH BEAMS TO _ RECESS. BLOCK BETWEEN RAFTERS AS NEEDED. 2X8 SYP NO.2 PT BRACE. FASTEN TO INSIDE FACE OF EACH DOUBLE POST. ® ® I SEE DETAIL "B" _ ® (3) 2X12 SYP NO.2 PT BEAM. SEE 9/S3.01 FOR BEAM TO POST FASTENING. CUT TOP TO MATCH - RAFTER ANGLE. SEE DETAIL "B" - 9/S3.01 8X8 SYP PT POSTS. SEE PLAN. 2X8 SYP PT BRACE. FASTEN TO POST WITH (2) 3/4" BOLTS. NOTCH BEAMS TO i RECESS. BLOCK BETWEEN RAFTERS AS NEEDED. SEE 12/S1.02 FOR POST TO FOOTING CONNECTION. 10 ENTRANCE CANOPY SECTION 3/4 1 0 t ROOF SYSTEM -SEE ARCH. ROOF SYSTEM -SEE ARCH. ROOF SYSTEM -SEE A GABLE TRUSS BY OTHERS. ROOF SYSTEM -SEE ARCH. ROOF TRUSS BY OTHERS. 12 12 ROOF TRUSS BY OTHERS.2X PT I 1 �9_ FTERS. SEE PLAN R SIZE AND SPACING SEE CONVENTIONAL iI 4 4X SYP PT LEDGER. ROOF TRUSS BY OTHERS. FASTEN TO EACH TRUSS $ �- FRAMING NOTES FOR FASTENING. .. ,, VERTICAL WITH (3) 1/4"X6" 2X SYP PT LEDGER. ROOF BEAM. SEE PLAN FOR SIZE AND WOOD SCREWS. FASTEN TO EACH TRUSS � NUMBER OF PLIES. FASTEN TO STUD � VERTICAL WITH (3) 1/4"X4" J GROUP WITH (2) MTSM16. WOOD SCREWS. > j (2) 2x6 NO.2 SYP TOP PLATE RAFTER -SEE PLAN. FASTEN TO FASTENED WITH (2) ROWS 10d AT 16" LEDGER WITH (2) A35. TRUSS TO TOP PLATE WITH SDWC15600 OR O.C. STAGGERED. MINIMUM 24 LAP RAFTER -SEE PLAN FOR SIZE AND H2.5A FOR TRUSSES UP TO 600 LBS. UPLIFT. USE 0- WITH (12) 10d IN LAP, SPACING. SEE CONVENTIONAL (2)SDWC15600 OR (2) H2.5A WITH (10) 8d NAILS 2X8 SYP PT TOP PLATE FASTENED FRAMING NOTES FOR FASTENING. EACH FOR UPLIFTS LESS THAN 1200 LBS. O 2X6 STUD GROUP AT BEAM WITH 1 /2" 0 X 8" ADHESIVE ANCHORS UO LOCATIONS. NUMBER OF STUDS TOP OF CMU WALL AT 48" O.C. 2X8 SYP PT TOP PLATE FASTENED (2) 2x4 N0.2 SYP TOP PLATE, z EQUALS THAT OF BEAM PLY. FASTEN SEE ARCH. __ WITH 1/2" 0 X 8" ADHESIVE ANCHORS TO CMU WALL BELOW WITH (2) MTSM16 T-� ~" �5 TOP OF CMU WALL AT 48 O.C. - F - „ 2x4 SPF STUDS AT 16" O.C. FASTEN EACH END 2X6 STUDS AT 16" O.C. FASTEN EACH SEE PLAN �� OF STUDS WITH SDWC 15600. TOP OF CMU WALL END WITH (2) 10d TOE -NAILS. FASTEN 1 COURSE CONTINUOUS BOND BEAM O SEE ARCH. STUDS TO CMU WALL BELOW WITH MSTA24 AT 16" O.C, WITH (1) #5. (2) 2x8 N0.2 SYP PT TOP PLATE. FASTEN TO Z STEEL BEAM WITH Yz" THROUGH BOLTS AT 24" 2X6 PT SYP TOP PLATE. FASTEN TO O.C. STAGGERED EACH SIDE OF THE WEB. N BOND BEAM WITH 1/2" ANCHOR BOLTS 8" CMU WALL -SEE PLAN. 1 COURSE CONTINUOUS BOND BEAM AT 48" O.C. ANCHOR BOLTS WITH (1) #5. W EMBEDDED 6" INTO BOND BEAM. TRUSS TO TOP PLATE WITH SDWC15600 OR CL PLACE ANCHOR BOLTS WITHIN 6" OF H2.5A FOR TRUSSES UP TO 600 LBS. UPLIFT. USE Z SPLICES, AS REQUIRED. 8" CMU WALL -SEE PLAN. (2)SDWC15600 OR (2) H2.5A WITH (10) 8d NAILS w 8" CMU WALL -SEE PLAN. - EACH FOR UPLIFTS LESS THAN 1200 LBS. STEEL BEAM. SEE PLAN. � SECTION AT GABLE CMU WALL SECTION CMU WALL SECTION � 11 Lu 3/4" = 1'-0" 12 3/4" = 1'-0" 13 3/4" = 1'-0" r CL 14 SECTION AT BEAM0 p ROOF SYSTEM -SEE ARCH. RAFTER BETWEEN CANOPY 3/4" = V-0"kj _ ROOF TRUSS BY OTHERS. POSTS. FASTEN EACH RAFTER 12 2X12 VERTICAL AT END. TO 5 8 ODHREADGER ITH ED R1) HTT4 0D W TH ITH M 12 1 ^ STEEL BEAM 4 2X2X1/4" WASHER EACH ENE). 7- DESIGN SEE PLAN � FILL ALL HOLES WITH 10d NAIILS. I-- 4X SYP PT LEDGER. FASTEN STEEL BEAM DESIGN/COOPERATIVELLC SEE PLAN 1032 HENDRICKS AVENUE � TO TRUSS VERTICAL WITH �� � I , HTT4 WITH 5/8" 0 THREADED "`' � � JACKSONVILLE, FL 32207 oC r ROD WITH 2X2X1/4" WASHER ' n TEL / (904) 290-1032 a EACH END. FILL ALL HOLES 7" STEEL COLUMN- FAX / (904) 592-5892 WITH 10d NAILS. i 1„ 7 1 (2) 1/2 THREADED STUD SEE PLAN. www.dcoop.com Z FL/AA26001646 (2) 1/2 THREADED STUD " 7 P' FASTENING BOTTOM 12 4„ 12 FASTENING BOTTOM 12" 12' 1/2" PLATE 0 CONNECTION APPLIES TO FLANGE TO BASE PLATE. FLANGE TO BASE PLATE. 4" O to TRUSSES ADJACENT TO 6" 6 — 2 CLIENT J RAFTER BETWEEN CANOPY -- POSTS. �'__ 2X8 SYP PT BRACE 1^ " Rick Moyer ATTACHED UNDERSIDE PLATE E PLATE "F LOCATION z OF RAFTER WITH (2) PLATE "E" 461 Atlantic Blvd. 2X8 SYP PT TOP PLATE �� PLATE "F" TT TLOK10. 1/4" 1/4" a Atlantic Beach, FL ® FASTENED WITH 1/2" 0 X 1/4" HSS -SEE PLAN N HSS -SEE PLAN CIVIL ENGINEERING 8"ADHESIVE ANCHORS 4X SYP PT LEDGER. - -- 1/4" �' 14'� 1�" BAKER KLEIN ENGINEERING AT 48 O.C. 2X8 SYP PT TOP PLATE HSS -SEE PLAN HSS -SEE PLAN BAKER COURSE CONTINUOUS w BOND BEAM WITH (1) #5. FASTENED WITH 1/2" 0 X 11 8" ADHESIVE ANCHORS PLATE "E„ DETAIL STRUCTURAL ENGINEERING DETAIL AT 48 O.C. Q ALEXANDER GRACE Lu 8 CMU WALL -SEE PLAN. DETAIL 18 1-1/2"=1'-0" m w 1 1-1/2"=1'-0„ 17 CONSULTING, INC. 1-1/2"=1'-0" 904.241.8010 LEDGER TO TRUSS RAFTER TO LEDGER 1„ 7" 1FL/59328 z SEE PLAN L3x3x1/4 14 14 STEEL COLUMN- ) 114"x4"xFULL HEIGHT PLATE, SEE PLAN. M.E.P. ENGINEERING = C p n U , /, / /` LL SECTION 4g" 7g^ STITCH WELD WITH g" FILLET, STEEL BEAM SEE PLAN L3x3x1/4 POWELL & HINKLE Q �V� V V/`1_ _ _ 15 1 2"-12" STEEL BEAM H 3/4 = 1-0 12" 28 12 4a„ 12 4, SEE PLAN N ENGINEERING, PA. p 5" 4 #FL/EB-4577 a1. SEE PLAN SEE PLAN •-IN J 11 T_ - FOR REINF. FOR REINF. r�l�= 3/16 LANDSCAPING w OPENING 1/ "PLATE TBD -► SIN Q~ 4 O N DESIGN COOPERATIVE LLC a •. • D R, • :. X3 DESIGN u.l "1°° 'nor°° /16 4 �rilao • �N O _ (6) 3/4" BOLTS 11 11 i I i z BOND (50%) MASONRY CID LATE F D E TA I L ! • 8" 4" `•' 1-1/2"=1'-0" Q'v ••..0' O UNITS AT INTERSECTION O EXTEND HORIZ •I FI V) JOINT REINF. OR 1-0 PLATE 1/2"W/ (4) 1/2"0x5" C,q�•• >2 p PROVIDE MTL. " STUDS (5 GA) t7 932 ;• _ O O O LATHE @ 24" O.C. (2) BARS IN CELL AT _ 7� 8" CMU WALL �1 11 TYPICAL SPLICE D ETA I L ROOF SYSTEM BY ARCH. •'t. TE OPENING. SEE PLAN FOR BAR SIZE. 2/' 1-1/2"=V-0"APPLATE B DETAIL 26 NTS Off• wa 'T RIDGE BEAM. SEE PLAN FOR i��s O A1- `? ce w NOT 2,— 8.. —2" gCMUCORNER JOINTS REINFORCING AT OPENINGS - SIZE AND NUMBER OF PLIES. 1 TO SCALE NOT TO SCALE _ FASTEN TO STUD GROUP _..,. WITH (2) MTSM16. SEE PLAN_ ------ 2" 1,. p FOR REINF. 2 4 ' -- -- 2 2% M23a2018 Z 8" CMU BLOCK -SEE N 7-" ^ `Z - _ PLAN. * 42X6 STUD GROUP AT BEAM ui LOCATIONS. NUMBER OF STUDS EQUALS THAT OF 13/16" 0 HOLES, iv TYP 3 BEAM PLY. FASTEN TO CMU ' If U- 41�GOD ° WALL BELOW WITH (2) MTSM16 6 1� O FILL WITHMORCONCRETE BEAM. SEE ♦- _. TAR <: BEAM SCHEDULE ON N 2X6 GABLE WALL. SEE 11/S3.02 FOR WALL DETAILS. w S2.02 FOR _ REINFORCEMENT. ;0 SEALANT C] F- SEE SPECS EXTEND HORIZ. JOINT DCIQDC] D u') — 28 RIDGE BEAM ELEVATION REINF. OR PROVIDE MTL. 3!4" = 1'-0" Z LATH 24" O.C. zZ Q @ BREAK BOND EMBED PLATE "B" CN 3/4" (BLDG. PAPER) I I (DETAIL 24/S3.01) 12"x20"xj" EMBED PLATE RIDGE BUCKET PLATE WITH (6) NELSON STUDS U 12" z TYPICAL (U.O.N.) ( HSS4X4X1/4" STUD ~ EMBED PLATE TYPICAL WALL SECTION CONTROLtio�o 22 NOT TO SCALE 2 3 NOT TO SCALE JOINT C O R N E R P LATE DETAIL DETAIL oA o° a = E 25 1-1/2" = 1'-0" 27 \\J�� O�4P J J W W CL 0 0 U z w 0 u- 0 Z 0 H V) w CL z W V) cn Lu cyQ- w w z 0 2 I-- Q CL z �-q Ce 0 LLJJ O Z w u O oG n. W o< Lu m >w W z J J Q z Q J J LLS Z w CL O z (D W u- 0 O ceIII CL 2 w 2 F— z Q W V ce w V) LL 0 z Lu ae V) z Z Q V) (7 z 5 a V) H WATERPROOFING BY OTHER LINTEL OVER OPENING. SEE PLAN. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". y ° d SEE FOUNDATION PLAN FOR a FOOTING SPECIFICATIONS. ° d IJ 29 TYPICAL MASONRY OPENING 3/4111 0 200F SYSTEM -SEE ARCH. 'EE ARCH. 70 WOOD BEAM ,OOF RAFTER. SEE PLAN 'OR SIZE AND SPACING. ;EE CONVENTIONAL 'RAMING NOTES FOR ,AFTER TO BEAM PLATE ASTENING. X SYP NO.2 PT BEAM. ;EE PLAN FOR BEAM SIZE kND BEAM TO POST ASTENING. X4 SYP PT KNEE WALL. :TUDS AT 16" O.C., (2) 10d 'OE -NAILS EACH END. 1X6 '&G PT BY OTHERS. SEE ARCH. 70 WOOD BEAM 3) 2X SYP NO.2 PT BEAM. EE PLAN FOR BEAM SIZE. ASTEN BOTH ENDS WITH U28-3. OOF RAFTER. SEE PLAN FOR SIZE ND SPACING. SEE CONVENTIONAL RAMING NOTES FOR FASTENING. ) 2x6 PT POST. RAFTERS SECTION O AT SMOKEHOUSE 3 3/4" = 1'-0" 8" CMUI', BLOCK -SEE PLAN, CONCRETE BEAM. SEE BEAM SCHEDULE ON S2.02 FOR REINFORCEMENT. EMBED PLATE "B" (DETAIL 24/S3.02) HSS4X4X1/4" COL 32 COL TO BEAM 1-1/2 = 1-0 #5 BAR WITH 8" BEND AT TOP TOP OF CMU WALL \_ 8" CONCRETE LINTEL WITH (1) #5 BAR CONTINUOUS FILLED CELL WITH (1) #5 BAR CONTINUOUS. #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED I 30 MISSED DOWN ROD REPAIR 3/4" = V-0" 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT FASTEN 5/8" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 33 ATHROOM WALL SECTION 3/4" = 1'-0" (2) CORNER BARS AT OUTSIDE. MATCH SIZE AND GRADE OF BEAM STEEL. 40 BAR I _ BEAM CORNER REINF. N.T.S. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. RHEADER FRAMING DETAIL 3/4 11-01. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 1-1 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 11 WAYIVEc .......... IFIC .9'p —0 No 8 S A OF NA ` i d 41 ° a a. a 4 ° � i 30 MISSED DOWN ROD REPAIR 3/4" = V-0" 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. ROOF RAFTER. SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT FASTEN 5/8" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 33 ATHROOM WALL SECTION 3/4" = 1'-0" (2) CORNER BARS AT OUTSIDE. MATCH SIZE AND GRADE OF BEAM STEEL. 40 BAR I _ BEAM CORNER REINF. N.T.S. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. RHEADER FRAMING DETAIL 3/4 11-01. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 1-1 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 11 WAYIVEc .......... IFIC .9'p —0 No 8 S A OF NA ` i HVAC FLOOR PLAN SCALE: 1/8" = 1'-0" FLAG NOTES O1 18X10 EA DUCT FROM KITCHEN HOOD UP TO EFK-1 LOCATED ON ROOF. DUCT TO BE STAINLESS STEEL AND INSTALLED IN ACCORDANCE WITH FLORIDA MECHANICAL CODE. O2 21X10 EA DUCT FROM KITCHEN HOOD UP TO EFK-2 LOCATED ON ROOF. DUCT TO BE STAINLESS STEEL AND INSTALLED IN ACCORDANCE WITH FLORIDA MECHANICAL CODE. O3 21X10 EA DUCT FROM KITCHEN HOOD UP TO EFK-3 LOCATED ON ROOF. DUCT TO BE STAINLESS STEEL AND INSTALLED IN ACCORDANCE WITH FLORIDA MECHANICAL CODE. ® 8X9 EA DUCT FROM DISH HOOD UP TO EFK-5 LOCATED ON ROOF. DUCT TO BE STAINLESS STEEL AND INSTALLED IN ACCORDANCE WITH FLORIDA MECHANICAL CODE. O5 3OX20 OA DUCT FROM MAU-4 LOCATED ON ROOF. © 6X4 EA DUCT WITH G-4, 6X6 N 50 CFM EXHAUST GRILLE. O7 8X8 EA DUCT UP TO EF -1 LOCATED ON ROOF. ® 26X16 SA DUCT AND 30X16 RA DUCT FROM RTU -1 LOCATED ON ROOF. PROVIDE SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. L O9 26X16 SA DUCT AND 30X16 RA DUCT FROM RTU -2 LOCATED ON ROOF. PROVIDE SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. 10 G-5, 18X8 N 730 CFM SUPPLY REGISTER. PROVIDE REGISTER AT 0 DEGREE DEFLECTION. 11 G-5, 18X8 N 500 CFM SUPPLY REGISTER. PROVIDE REGISTER AT 22.5 DEGREE DEFLECTION DOWN. 10 G-5, 18X8 N 670 CFM SUPPLY REGISTER. PROVIDE REGISTER AT 0 DEGREE DEFLECTION. (1-3> 18X16 RA DUCT WITH G-4, 22X22 N RETURN GRILLE. 14 6"0 FLEX DUCT WITH G=3, 6X6 N 65 CFM SUPPLY REGISTER. 15 6"0 FLEX DUCT WITH G-3, 6X6 N 60 CFM SUPPLY REGISTER. 16 3OX20 SA DUCT AND 34X20 RA DUCT FROM RTU -3 LOCATED ON ROOF. PROVIDE EXTERIOR WALL. SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. 17 16X14 RA DUCT TO G-2 RETURN GRILLE. LANE R. 18 16X14 RA DUCT TO G-2 RETURN GRILLE. TYPICAL FOR 3. 19 G-1, 14"0 515, CFM SUPPLY DIFFUSER. THOMAS RICHARD DAVID R. �0 8"0 SUPPLY CONNECTION TO PERFORATED SUPPLY PLENUM. SET TO 113 CFM. © TYPICAL FOR 12. DIFFUSER. 21 8"0 SUPPLY CONNECTION TO PERFORATED SUPPLY PLENUM. SET TO 108 CFM. RETURN GRILLE. TYPICAL FOR 4. ® © LOCATE THERMOSTATS FOR RTU -1, RTU -2 AND RTU -3 ON WALL IN OFFICE. © CU -1 TO BE MOUNTED ON EXTERIOR WALL. C. MOK 4 6X6 EA DUCT UP TO EF -3 LOCATED ON ROOF. LANE R. © TERMINATE EXHAUST DUCT AT HEAT DISCHARGE OF GLYCOL MACHINE MOUNTED (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 THOMAS RICHARD DAVID R. ON WALL. PE PE PE 56121 59418 54729 © G-1, 6"0 60 CFM SUPPLY DIFFUSER. © 18X16 RA DUCT WITH G-2 RETURN GRILLE. ® 6"0 EA DUCT FROM EF -4 UP TO COOK PR -8 ROOF VENT CAP. 10/g1: 279`9"M101 WALL TYPE LEGEND NON RATED: 1 HR. RATED: 2 HR. RATED: POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A P & H GALTON C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC a0a`aap�ryJ;. �X�•,,ry/� � � jF)y9�►1r�i N 4OCi ° or ST Np 40n DATE: 8.18.2017 , VE REVISIONS 4-20-18 ASI 6 11-2-18 PROJECT NO: 16111 HVAC FLOOR PLAN M101 HVAC ROOF PLAN SCALE: 1/8" = 1'-0" '00% off,6/1C�y 2799M102 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H R. C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SE1 In DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904,2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC „yL0" iiW3 ?f"U pf� r No, 4 . . . . ST C :". v ' , .a Al pyo g�y^� DATE:""' ` 8.18.2017 Z1\10-20-17 REVIEW COMMENTS PROJECT NO: 16111 HVAC ROOF PLAN M1 02 PROVIDE TEK#10 SCREWS 2" MIN EMBI AT 10" O.C. INT CURB AT PERIMETER PROVIDE MIN. 8" CLEARANCE BETWEEN ROOF AND RTU PER FBC CODE CHAPTER 15. PARA. 1511.7 REQUIREMENTS RETURN AIR DUC' SPACE, SEE PLf SIZE AND LO SMOKE DETECTOR, FURNISHED E CONTRACTOR AND INSTALLED B CONTRACTOR. (RTU -2 AND 3 C SMOKE DETECT CONTRACTOR A CONTRACTOR. EQUIPMENT SCHEDULE - DIFFUSERS, GRILLES & REGISTERS NOTES: SEE ALL AND ARCH. REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING DIFFUSERS. FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT TO BE SPIN—INS WITH AIR SCOOP BALANCE DAMPER. NECK SIZE AS SHOWN ON THE DRAWINGS. APPROVED MANUFACTURER: TITUS (EXCEPT AS NOTED *) 3200 EQUIP. NO. MOUNTING TYPE MODEL NUMBER ACCESSORIES/REMARKS G-1 LAY—IN CEILING (SUPPLY) RZ1400* (24X24) (1)(3) 0 G-2 LAY—IN CEILING (RETURN) 50F—NT (24X24) (1) 600 G-3 LAY—IN (SUPPLY) 250 AG -15 DAMPER, BORDER TYPE 3 (2) G-4 LAY—IN (EXHAUST) 25RL AG -35 DAMPER, BORDER T`rPE 3 G-5 SURFACE (SUPPLY) 272RL AG -35 DAMPER EF -3 G-6 LAY—IN (SUPPLY) OMNI (1) —100 (1): WHERE USED IN GYP BOARD CEILINGS, PROVIDE ANGLE FRAME FOR CUT OPENING AND USE LAY -1N TYPE DIFFUSER. (2): PROVIDE RECTANGLE TO ROUND TRANSITION FOR FLEX DUCT CONNECTION. (3): PROVIDE RZRNA SQUARE TO ROUND NECK ADAPTOR. N.T.S CURB AIR BALANCE SCHEDULE MARK SUPPLY AIR CFM RETURN AIR CFM OUTSIDE AIR CFM EXHAUST AIR CFM DIFFERENTIAL CFM RTU -1 3200 2200 1050 0 +1050 RTU -2 3200 2200 1050 0 +1050 RTU -3 5200 4700 600 0 +600 MAU-4 0 0 5184 0 +5184 EF -1 0 0 0 200 —200 EF -3 0 0 0 100 —100 EF -4 0 0 0 70 —70 EFK-1 0 0 0 1950 —1950 EFK-2 0 0 0 2246 —2246 EFK-3 0 0 0 2246 —2246 EFK-5 0 0 0 600 —600 TOTAL 11600 9100 7884 7.412 +472 KITCHEN HOOD SELECTED AND PROVIDED BY KITCHEN EQUIPMENT PROVIDER. SEE KITCHEN HOOD PLANS FOR SCHEDULES AND DETAILS. L-......._....._....._..._..._..._..._... j EQUIPMENT SCHEDULE - FAN APPROVED MANUFACTURER LOREN C EQUIPMENT NUMBER EF -1 EF -2 EF -3 EF -4 MOUNTING TYPE RA ROOF CEILING ROOF CEILING 757 TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL EQUIPMENT DRIVE DIRECT DIRECT DIRECT DIRECT FAN RPM 891 833 1239 833 RTU -3 CFM 200 70 100 70 CAPACITY S.P. .25 .25 .25 .25 TOTAL LOAD — MBH HP .04 56 WATTS .05 56 WATTS MOTOR VOLTS/PHASE 120V/10 120V/10 120V/10 120V/10 MODEL NUMBER 100C1ODH GC -144 70C15DH GC -144 ACCESSORIES/REMARK (1)(2)(3)(4)(5) (1)(2)(3)(6) (1)(2)(3)(4)(7) (1)(2)(3)(8) NOTE: 2 (1): BACK DRAFT DAMPER (2): SPEED CONTROLLER (3): UNIT MOUNTED DISCONNECT (4): ROOF CURB. 2 WITH RTU -1. FAN TO BE ON IN OCCUPIED MODE AND OFF IN UNOCCUPIED MODE. (6): LIGHT SWI CH CONTROLLED. WITH RTU -3. FAN TO BE ON IN OCCUPIED MODE AND OFF IN UNOCCUPIED MODE. (8): CONTROLLED BY ROOM MOUNTED LINE VOLTAGE THERMOSTAT.. _NSATE TRAP DETAIL. RTU EF MAU HVAC LEGEND ROOFTOP UNIT EXHAUST FAN MAKE—UP AIR UNIT NEW DUCT NEW FIRE DAMPER NEW FLEXIBLE DUCT SUPPLY AIR RETURN AIR EXHAUST AIR TRANSFER AIR BALANCING DAMPER FIRE DAMPER ® LAY—IN SUPPLY DIFFUSER RETURN GRILLE ® SURFACE MOUNTED SUPPLY DIFFUSER H SIDEWALL SUPPLY DIFFUSER TS TEMPERATURE SENSOR O THERMOSTAT O SMOKE DETECTOR EQUIPMENT SCHEDULE - FD APPROVED MANUFACTURER APPROVED MANUFACTURER DESIGN OUTDOOR SA 95-F DB/787 WB RA OUTDOOR EA 94-F TA 757 BD 727 FD INDOOR HVAC LEGEND ROOFTOP UNIT EXHAUST FAN MAKE—UP AIR UNIT NEW DUCT NEW FIRE DAMPER NEW FLEXIBLE DUCT SUPPLY AIR RETURN AIR EXHAUST AIR TRANSFER AIR BALANCING DAMPER FIRE DAMPER ® LAY—IN SUPPLY DIFFUSER RETURN GRILLE ® SURFACE MOUNTED SUPPLY DIFFUSER H SIDEWALL SUPPLY DIFFUSER TS TEMPERATURE SENSOR O THERMOSTAT O SMOKE DETECTOR EQUIPMENT SCHEDULE - UNITARY SYSTEMS APPROVED MANUFACTURER APPROVED MANUFACTURER DESIGN OUTDOOR TRANE 95-F DB/787 WB DESIGN OUTDOOR SUMMER 94-F DB/777 WB 757 WINTER 297 727 TEMPERATURE INDOOR SUMMER EQUIPMENT 75'F CU -1 WINTER 727 INDOOR UNIT TYPE ( HEAT PUMP OR A/C) A/C A/C A/C EQUIPMENT NUMBER RTU -1 RTU -2 RTU -3 COOLING ENT. AIR DB/WB TEMP. 807/677 80'F/67'F 807/677 CAPACITY SENSIBLE LOAD — MBH 81.8 83.9 93.6 TOTAL LOAD — MBH 108.1 108.2 136.8 HEATING CAPACITY (AT 47 'F) —MBH -- -- -- AUXILIARY TYPE ELECTRIC ELECTRIC ELECTRIC HEAT CAPACITY 27 KW 27 KW 36 KW OUTDOOR UNIT TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL FAN DRIVE DIRECT DIRECT DIRECT OUTDOOR UNIT HP 1.29 BHP 1.43 BHP 2.47 BHP EER OR (SEER) — MIN. EXT. S.P. — IN. 1.2 1.24 1.07 MINIMUM CIRCUIT AMPACITY TOTAL 3200 3200 5200 CFM OUTSIDE AIR 1000 1000 600 FILTER TYPE DISPOSABLE DISPOSABLE DISPOSABLE THICKNESS — IN. 2" 2" 2" ELECTRICAL DATA UNIT 208V/30 208V/30 208V/30 HEATER 208V/30 208V/30 208V/30 MODEL NUMBER THC120F3RKA THC120F3RKA THD150G3RN EER OR (SEER) — MIN. 12.4 12.4 12.1 COP AT 47' (HSFP) — MIN. -- -- -- MINIMUM CIRCUIT AMPACITY -- -- -- MAXIMUM CIRCUIT BREAKER -- -- -- ACCESSORIES OTHER ACCESSORIES (1)(2)(3) (1)(2)(3) (1)(2)(3) (4)(5)(6) (4)(5)(6) (4)(5)(6) NOTE: (1): PROVIDE UNIT MOUNTED DISCONNECT. (2): ROUTE CONDENSATE TO DOWN SPOUT. (3): PROVIDE PROGRAMMABLE THERMOSTAT LOCATED IN OFFICE. PROVIDE WALL MOUNTED TEMPERATURE SENSOR. (4): PROVIDE SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. SMOKE DETECTOR TO BE SUPPLIED BY ELECTRICAL AND INSTALLED BY MECHANICAL. (5): PROVIDE HOT GAS REHEAT. (6): PROVIDE 2 STAGE COMPRESSOR. EQUIPMENT SCHEDULE - SPLIT SYSTEMS APPROVED MANUFACTURER MITSUBISHI DESIGN OUTDOOR SUMMER 95-F DB/787 WB WINTER 297 TEMPERATURE INDOOR SUMMER 757 WINTER 727 TYPE ( HEAT PUMP OR A/C) HP EQUIPMENT OUTDOOR UNIT CU -1 NUMBER INDOOR UNIT AHU-1 COOLING ENT. AIR DB/WB TEMP, 80'F/67'F CAPACITY SENSIBLE LOAD — MBH -- TOTAL LOAD — MBH 9 HEATING CAPACITY (AT 47 'F) —MBH 10.9 AUXILIARY TYPE -- HEAT CAPACITY -- TYPE CENTRIFUGAL FAN DRIVE DIRECT HP -- EXT. S.P. -- TOTAL 399 CFM OUTSIDE AIR 0 ELECTRICAL OUTDOOR UNIT 208"V/10 DATA INDOOR UNIT FAN 208 V/10HEATER -- MODEL OUTDOOR UNIT MUZ—GL09NA NUMBERS INDOOR UNIT MSZ—GL09NA EER OR (SEER) — MIN. 24.6) COP AT 47'F HSPF — MIN. (12,8) MINIMUM CIRCUIT AMPACITY MAXIMUM CIRCUIT BREAKER (1)(2) ACCESSORIES NOTE: SIZE REFRIGERATION LINES PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS BASED ON EQUIPMENT SIZE AND PIPING ROUTE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPTIONS AND ACCESSORIES RECOMMENDED BY MANUFACTURER FOR LONG—LINE OR BURIED LINE APPLICATIONS. NOTE: (1): PROVIDE CONDENSATE PUMP. ROUTE CONDENSATE TO HUB DRAIN. SEE PLUMBING PLAN FOR LOCATION. (2): UNIT MOUNTED DISCONNECT ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK - PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET m 'D O IL s L) In (6 m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ®�`�',`yeS191111115i1[61eg1 .>>�`�' "�as+°•e••mw as �F°P� �//a a 0 Na.4 076 ° . s / ° DATE: 8.18.2017 Q VE REVISIONS 4-20-18 Q ASI 6 11-2-18 PROJECT NO: 16111 HVAC SCHEDULES AND DETAILS M201 ST DUCTWORK PER SMACNA STANDARDS BIRD SCREEN SECURE FAN TO ROOF CURB WITH TEK#10 SCREWS AT 10" O.C. AT PERIMETER 4 SIDES ROOF GRAVITY BACK - DRAFT DAMPEF JER FOR STRAP R PER SMACNA ARDS RECT. DUCT WITH WIDTH OF 22" AND SMALLER, SEE PLAN FOR SIZE AND LOCATION DETAIL — DUCT SUPPORT N.T.S. O1 SECURE ROOF CURB TO STRUCTURAL ROOF DECK DETAIL — ROOF EXHAUST FAN N.T.S. SPUN ALUMINUM ROOF EXHAUSTER SUPPORT DUCT FROM STRUCTURE, DO NOT LAY ON LIGHT FIXTURES OR CEILING. PRE -INSULATED FLEX. DL FROM MAIN SA DL TO EXISTING SA DIFFUS SEE PLAN FOR LOCATI PRE- - ---- DUCT, SEE PLAN FOR SIZE AND LOCATION GASKET 2"x2" WOOD GALV. METAL CURB 16 GA. (MIN.) 1/8"x2" METAL STRAP-----_ FOIL FACED DOW STYROFOAM INSULATION FRAMING AROUN OPENING (SEE NOTE No.1� SEE STRUCTURAL DWGS FOR ANGLE SIZES 3/8"0 BOLT - - ROOF MOUNTED HVAC EQUIPMENT -BOLT AT 12" O.C. ALL SIDES MIN 3/8"x3" BOLT (MIN. 2 PER SIDE) BOLT THROUGH TO CONNECT FAN BASE TO METAL STRAP RUN ROOF MEMBRANE UNDER COUNTER FLASHING AND NAIL TO NAILER STRIP -FLASHING, GALV. STEEL ROOF MEMBRANE ROOF INSULATIO SET ROOF CURB ON ROOF DECK. SCREW CURB TO ROOF DECK. ROOF DECK JOIST OR BEAM NOTES: 1. MECHANICAL CONTRACTOR SHALL COORDINATE OVER ALL ROOF OPENING SIZE WITH THE INSULATION & STEEL CONTRACTORS. 2. CURB HEIGHT SHALL BE DETERMINED IN SPEC. 3. ROOF CURB BY AIR CONDITIONER/FAN MANUFACTURER. PROVIDE ADDITIONAL BRACING AND SUPPORT AS REQUIRED FOR ROOF CURB INSTALLATION TO WITHSTAND 130 MPH WIND. 4. SEE STRUCTURAL DRAWINGS FOR ANCHORING EQUIPMENT SIZES AND DETAILS. ROOF CURB HOLD DOWN DETAIL N.T.S. HVAC EQUIPMENT - (SEE MECH DWGS.) HVAC EQUIP. ROOF CURB. (SEE MECH SHOP DWGS.) ROOFING A INSULATION MT'L DECK JOI ANGLE FRAME-` SEE SECT. 14/S512 1/8"x2" MT'L STRAP TWO EACH CORNER (8 TOTAL) 5/8"0 BOLT TYPICAL CURB ANCHOR DETAIL N.T.S. IVAC SUPPLY AIR )UCT FROM AHU, >EE PLAN FOR SIZE \ND LOCATION I -IN FITTING wi i h AIK z�,uvvP AND LOCKING DAMPER DETAIL — DUCT BRANCH N.T.S. 1 /8"x3"x3" PLATE WASHER 5/8"0 BOLT THROUGH TO CONNECT EQUIPMENT BASE TO MT'L STRAP HVAC BRANCH DUCT, SEE PLAN FOR SIZE AND LOCATION. HVAC SUPPLY AIR DUCT FROM AHU, SEE PLAN FOR SIZE AND LOCATION ROOFTOP A/C UNIT BALL VALVE FEMALE HOSE CONNECTION WITH SCREW–IN CAP PVC CONDENSATE TRAP (MIN. 4" DEEP) TREATED LUMBER BLOCKING \ ROOF CURB CONDENSATE WATER HEADER "U" CLAMP ONE LAYER TOP SHEET ROOF MATERIAL ADHERED TO ROOF AND BLOCKING WITH ROOFING ADHESIVE EXTEND 6" MIN. BEYOND WOOD BLOCKING BOTH SIDES ROOFTOP AZC UNIT CONDENSATE TRAP DETAIL N.T.S. DUCT HANGER STRAPS (SECURE TO STRUCTURE) TRANSITION DUCT TO SUIT FAN OUTLET FLEX. CONN. STRUCTURE (TYP.) TRANSITION DUCT TO / SUIT FAN INLET SEE PLAN FOR SEE PLAN FOR DUCT SIZEO DUCT SIZE 11 T-.4-- III �-- SECURE W/SHEET ' METAL SCREWS (TYP. FOR 8) CEILING GASKETED ACCESS -J \- IN-LINE FAN, SEE PANEL INTEGRAL PLAN FOR LOCATION WITH FAN AND SCHEDULE FOR SIZE 0 PRE -WIRED, FACTORY MOUNTED SPEED CONTROLLER ACCESSABLE INSIDE FAN HOUSING. 0 UNIT MOUNTED DISCONNECT SWITCH. O3 18X18 ACCESS PANEL, REQUIRED FOR DRY WALL CEILING OR INACCESSIBLE CEILING SPACE, SEE ARCH. REFLECTED CEILING PLAN FOR LOCATION. TYPICAL IN—LINE FAN MOUNTING DETAIL N.T.S. SPIN -IN FITTING WITH AIR SCOOP AND LOCKING DAMPER I SUPPLY DUCT INSULATION — INSULATION LAY–IN CEILING SUPPORT DUCT FROM STRUCTURE DO NOT LAY ON LIGHT FIXTURES OR CEILING. PRE–INSULATED FLEX. DUCT DIFFUSER DIFFUSER INSTALLATION DETAIL N.T.S. i' 00,A 8/21/17` 2799M202 cu O n ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �( Nc.48076 STAT E OF e® `.... R HVAC DETAILS M202 mnnn TATFnPAfdTTnAT - TnJh U Q 11 R,1 �1 9 HOOD TAG POS. LENGTH MAX. EXHAUST PLENUM OPTION RISER(S) WIDTH LENG. DIA. CFM S.P. 1 HOOD CONFIG. TOTAL RISERS High Front, Left END TO MUA N0. TAG MODEL LENGTH COOKING MUA CFM AC CFM HOOD 80" High Insulated 430 2 2 FIELD WRAPPER 24.00" High Front 110" 26" 6" MUA BACKSPLASH 128.00" High X 256.00" Long 430 SS Vertical TEMP. EXH. CFM WIDTH LENG. HEIGHT DIA. CFM VEL. S.P. 8" 113 0.041 " AC CONSTRUCTION END ROW 1 4 5430 ND-2-ACPSP-F 6' 0.00" 600 Deg 1950 10" 18" 4" 12" 28" 654 0.163" 1950 1560 -0.873" 1260 432 430 SS ALONE ALONE AC 8" 113 0.041 " AC 8" 113 0.041" PAC AC 8" 113 0.041 " 8" 113 1 0.041 " Where Exposed 2 5430 ND-2-ACPSP-F 9' 2.00" 600 Deg. 2246 10" 21" 4" 2246 1540 -0.731" 1962 678 430 SS LEFT ALONE Where Exposed 3 5430 ND-2-ACPSP-F g,600 2 00" Deg. eg 2246 10" 21" 4" 2246 1540 -0.731" 1962 678 RIGHT ALONE Wherere Exposed 4 4824 VHB-G 4' 0.00" 700 Deg 600 8" 9" 4" 600 1200 -0.096" 0 0 :1 430 SS ALONE ALONE 100 PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 B2 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 wenn nPTTnAT.(' HOOD NO. TAG POS. LENGTH WIDTH _ HEIGHT OPTION RISER(S) WIDTH LENG. DIA. CFM S.P. 1 1 Front FIELD WRAPPER 24.00" High Front, Left 6" MUA 12" 24" 630 0.177" BACKSPLASH 80.00" High X 72.00" Long 430 SS Vertical 12" 24" 630 0.177" AC RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High I 430 SS LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, SS 80" High Insulated 430 2 2 FIELD WRAPPER 24.00" High Front 110" 26" 6" MUA BACKSPLASH 128.00" High X 256.00" Long 430 SS Vertical MUA 12" 28" 654 0.163" 3 12" 28" 654 0.163" FIELD WRAPPER 24.00" High Front, Right AC 8" 113 0.041 " AC 8" 113 0.041 " RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, SS 80" High Insulated 430 4 3 FIELD WRAPPER 24.00" High Front, Left, Right MUA 12" 28" 654 0.163" MUA PF. PFnPATFT) .C'TTPPT.Y AT 1PATTT3,f/C' 1 HOOD N0. TAG POS. LENGTH WIDTH _ HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.P. 1 33192 Front 72" 26" 6" MUA 12" 24" 630 0.177" MUA 12" 24" 630 0.177" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" AC 8" 108 0.037" 2 Front 110" 26" 6" MUA 12" 28" 654 0.163" MUA 12" 28" 654 0.163" MUA 12" 28" 654 0.163" AC 8" 113 0.041 " AC 8" 113 0.041" AC 8" 113 0.041 " AC 8" 113 0.041 " AC 8" 113 0.041 " AC 8" 113 0.041" 3 Fron t 110" 26" 6" MUA 12" 28" 654 0.163" MUA 12" 28" 654 0.163" MUA 12" 28" 654 0.163" AC 8" 1 113 0.041 " AC 8" 1 113 0.041 " AC 8" 113 0.041 " AC 8" 113 0.041" PAC AC 8" 113 0.041 " 8" 113 1 0.041 " SPECIFICATION: CAPTRATE I REASE-STOP SOLO FILTER THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING A UNIQUE S -BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. EFFICIENCY VS. PARTICLE DIAMETER 100 80 e z Ij 60 wU w w z ao 0 r. cyv W 20 0 0.1 1.0 10.0 PARTICLE DIAMETER (um) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:. NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE (IMC) ULC -S649 C%) AM �_A � A A AV AV MI NfPA C., 0*4/us intwt* %0~iff I w PRESSURE DROP VS. FLOW RATE 3.50 3.00 2.50 s x 2.00 v a (� 1.50 vin 1.00 0.50 0.00 0 500 1000 1500 FLOW RATE (cfm) NSF NFPA ^�°'� JOBAB-BQ Jacksonville, LOCATION JACKSONVILLE A4 E 7/12/2017 DX6! # 1 RTV FL FL, 32202 JOB # 3065511 DIZ4Y.N BY SCALL' 3/8" = 1'-0" 8/4/17 2799M301-311 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A & H GALTON C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET tow DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �giiilfl4Eii FilldlllAf�rA ,: df �>y , �° No; 480?6 4 Si-P.%TE OF .q o 0 wi U cA >,' �� e ECT NO: 16111 CAPTIVE AIR HOOD DRAWING M301 54" 1U.L. Listed L55 Series E26 Canopy Light Fixture — High Temp Assembly (D==========O 26" 1 � 9 36" 3E _ 1 36„ 9" 18" 18" 1 F 6' 0.00"Nom./6' 0.00"OD PLAN VIEW — Hood #1 6 0.00 LONG 5430ND-2—ACPSP—F ACPSP ships loose for field installation POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET so DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ®g,,���14ii10litl Bl IF�P,Fpl�lif!gt;Tj -tt����®Rys�p%y p ✓✓✓✓✓✓�. 1 .f ✓� b�e�� , .'^✓Pa?' ~��,°+.F�g3„"�9 _ # ✓ ✓moi ° V e ° _ N0.48070 STAI E O �. /p ate; r ,r DATE: 8.18.2017 CAPTIVE AIR HOOD DRAWING M302 3" 3" 9 0 10" f 21" --1 54"' U.L. Listed L55 Series E26 Canopy Light U.L. Listed L55 Series E26 Canopy Light 54" HINKLE PE Fixture — High Temp Assembly PE PE PE Fixture — High Temp Assembly 1 " 26" A HVAC OE to0 48" I 10 IL s 28" 55" 55" 19 1 /4" 35 3/4" 35 3/4 1 18 1/4"--18 1/4" 18 1 /2" ---18 1/4" 18 1/4" 9' 2.00"Nom./9' 2.00"OD PLAN VIEW — Hood #2 9 2.00 LONG 5430ND-2—ACPSP—F ACPSP ships loose for field installation 24" 24" 4' 0.00"Nom./4' 0.00"OD Q, FIR PLAN VIEW — Hood #4 4 0.00„LONG 4824VHB—G 28" 28" � � 28" � Q 55„ 55„ 19 11/4 35 3/4" 35 3/4" 1 4---18 1/4"--18 1 /4" 18 1/2" 18 1/4'1-1:1 8 1 /4" 9' 2.00"Nom./9' 2.00"OD PLAN VIEW — Hood #3 9 2.00 LONG 5430ND-2—ACPSP—F ACPSP ships loose for field installation ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET 7 --q," az� Wes DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, A CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M303 1/2- — 13 TPI GRADE 5 (MINIMU STEEL HEX NUTS 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2- — 13 TPI GRADE 5 (MINIMU STEEL ALL—THREd 1/2- — 13 TPI GRADE 5 (MINIMU STEEL HEX NUT 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER HOOD CORNER HANGING ANGLE '"'RDWARE BY INSTALLER) HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2- — 13 TPI GRADE 5 (MINIMUM, STEEL HEX NUTS ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. 1/2- — 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2- GRADE 5 (MINIMUM) STEEL — FLAT WASHER 1/2- — 13 TPI GRADE 5 (MINIMUM) STEEL ALL—THREAD 1/2" — 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER FULL LENGTH HANGING ANGLE (HARDWARE BY INSTALLER) FULL LENGTI HANGING 4 (WEIGHT BEI ANCHOR PO FOR HOOD) 1/2" GRADE (MINIMUM) S FLAT WASHE 1/2- — 13 ' GRADE 5 (­­w.m j STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH E30TTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. 1/2" — 13 TPI GRADE 5 (MINIMU STEEL HEX NUTS 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2- — 13 TPI GRADE 5 (MINIMU STEEL ALL—THREI 1/2" — 13 TPI GRADE 5 (MINIMU STEEL HEX NUT 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER SUPPLY PLENUM HANGING ANGLE )WARE BY INSTALLER) SUPPLY PLENUM HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR SUPPLY PLENUM) 1/2- GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2- — 13 TPI GRADE 5 (MINIMUM, STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES, MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET 7dL m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 F L/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC }t5 is�4Ft ddf ♦O�a OS a Y� � $jr� P q�3fffay� pp t b N't o. !. 8076 61 s ®: S TAI E C' F ' der' wzo� Z a'S ±� ash ° v ✓y�'f P sir" DATE: 7 t4o. 16111 CAPTIVE AIR HOOD DRAWING M304 EXHAUST RISER HANGING ANGLE 20" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED—COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP RIGHT QUARTER END PANEL GAS CHASE CUTOUT (FOR GAS AND POWER LINES) LEFT VERTICAL END PANEL WITH ADJUSTABLE LEGS L55 SERIES E26 CANOPY LIGHT FIXTURE — ulr_u T[7AAD eccc►,AgLYI INCLUDES CLEAR THERMAL FANT GLOBE (1-55 FIXTURE) SECTION VIEW - MODEL 5430ND-2-ACPSP-.F' HOOD - 11 4 RAPPER 24.00" HIGH )OD OPTIONS TABLE) 'LY RISER VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD M. ELDER A. MATHEWS PE PE 56121 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 16111 CAPTIVE AIR HOOD DRAWING M305 EXHAUST RISER HANGING ANGLE 20" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED—COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP L55 SERIES E26 CANOPY LIGHT FIXTURE — wnu rcuo ecccLABLY, INCLUDES CLEAR THERMAL 3TANT GLOBE (L55 FIXTURE) SECTION VIEW - MODEL 5430ND-2-ACPSP-F HOOD - #2 FIELD WRAPPER 24.00" HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd, Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2 CAPTIVE AIR HOOD DRAWING M306 EXHAUST RISER HANGING ANGLE 20" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED—COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP GAS CHASE CUTOUT (FOR GAS AND POWER LINES) RIGHT VER11CAL END PANEL WITH ADJUSTABLE LEGS CANOPY LIGHT FIXTURE — ABLY, INCLUDES CLEAR THERMAL STANT GLOBE (1-55 FIXTURE) FIELD WRAPPER 24.00" HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P,A, 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SEI DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ,�'',�samesasusrrnsaaaasegp g� ,r3p ry M No.48076 _t100p STS E- OF r" vy✓�9 ���<'yb�eii✓,p �\@YAW y 1 DATE: NSG I� 1 CAPTIVE AIR HOOD DRAWING M307 EXHAUST RISER HANGING ANGLE IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. WRAPPER 24.00" HIGH HOOD OPTIONS TABLE) SECTION VIEW - MODEL 4824VHB-C HOOD - # 4 NOM. POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET ,n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241 .801 0 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �t,F.�i^t�it{63 FS fezeAld .i�� ¢ ♦' 0� £.. ! �1 �^ iii /s 47V� eI-y a ® p t e E OF •'�i'iJ H � � O� �9p„ A[Op iyd''�11 ? 1 0 DATE: 8 111 CAPTIVE AIR HOOD DRAWING M308 Foro. .4�ictorn Tmfnr�r»irtonm — Tn1,.,U?!1A'��'4 � FIRE SYSTEM NO. Tag TYPE v SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 SUPPLIED BY Ansul 8102 3.0/3.0/3.0/1.5 9 Wall Mount Left N/A r''AC VATT7r?/Cv1 FIRE TAG - --- -- ---- --- KEY NUMBER — PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. SYSTEM TAG TYPE SIZE SUPPLIED BY NO. 0 1 0 — 0 — HOSE HOSE — Stainless Steel Actuation Hose, 42" 1 1 1 — 1 — AT — 1.5 TANK(#1A) — 1.5 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) Macola # 02-429864 Mechanical 2.000 Distributor F,i.r,o Pf rfc T.io+ Vzrnj FIRE SYSTEM NO. TAG - --- -- ---- --- KEY NUMBER — PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. 1 GALTON 0 — 0 — Tank Bracket for fire system tank installation in utility cabinets 4 0 0 — 0 — 43-15733 AIR CYLINDER ASSEMBLY — Air Cylinder and Tubing for Mechanical Gas Valves (Ansul Part #15733) 0 1 0 — 0 — HOSE HOSE — Stainless Steel Actuation Hose, 42" 1 0 1 — 1 — AT — 1.5 TANK(#1A) — 1.5 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) Macola # 02-429864 1 0 1 — 1 — AT — 3.0 TANK(#16) — 3.0 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) Macola # 01-429862 3 0 3 — 3 — ANS—OEM REGULATED RELEASE — Ansul Regulated Mechanical Release/Bracket Assembly, OEM, R-102, Cartridge Detection Included, Ansul Part # 79493 1 0 4 — 4 — ANS—OEMRA ACTUATOR — Regulated, OEM, R-102 1 0 5 — 5 — LIQ -3.0 AGENT — Ansulex Low PH Wet Chemical Agent, 3 Gallon (UL) 79372 0 3 6 — 6 — LIQ -1.5 AGENT — Ansulex Low PH Wet Chemical Agent, 1.5 Gallon (UL) 79694 0 1 9 — 9 — 101-30 CARTRIDGE — Carbon Dioxide, 101-30, Cartridge (R-102) 19-15851 0 2 10 — 10 — TLINK LINK — Test Link (1 test link) Ansul Part # 24916, Macola # 20-24916 0 1 11 — 11 — MICRO—SDA MICROSWITCH KIT— Includes 2 switcvhes and Mounting Hardware. Single Dual Electric Switch, One Standard Switch, One Alarm Duty Switch Ansul Part # 437155, Macola # 08-437155 1 0 12 — 12 — HOSE HOSE — Rubber Hose 2 0 27 — 27 — QPSA-1 /2 PULLEY SEAL — 1/2" Hood Seal (UL) Ansul Part # 423253, Macola # 32-79768 7 0 34 — 34 — RPS—A REMOTE PULL STATION — Red composite (without; wire rope) 434618 (Old Macola #06-4835) 1 0 35 — 35 — PE—LT PULLEY ELBOW — Low Temp. Pulley Elbow, Set Screw Type Ansul Part # 415670, Macola # 11-415671 5 10 36 — 36 — PE—HT PULLEY ELBOW — High Temp Pulley Elbow, Compression Type, Ansul Part # 423251, Macola # 10-45771 6 0 ADDITIONAL PARTS TO BE DETERMINED... POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET 0. Tom..% DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ��sC �� 9iii&�f:439i c,per7t6/ s f 1 � f'g L ' 480, A8g4 � C 4 p � e � m DATE: 16111 CAPTIVE AIR HOOD DRAWIN M309 RYT4ATT.4T FAAT TATFnAA,lATTnAT 4 FAN �®T TAG FAN UNIT MODEL CFM ESP. RPM H. P. B.H.P. 0 VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS.) SONES 1 MCA RLA USBI15DD-RM 1950 1.450 1501 1 1.500 0.8560 3 208 4.4 1486 FPM 283 16.5 2 A3—G18—MPU DU180HFA 2246 1.350 1142 1.000 0.7810 3 1 208 3.8 21.4 Amps 17.4 Amps 148 14 3 SONES DU180HFA 2246 1.350 1142 1.000 0.7810 3 208 3.8 19.500"W 148 14 5 TEMP. DU30HFA 600 0.500 1186 0.250 0.0870 1 115 3.8 72 7.4 FAN TAG FAN UNIT MODEL # I BLOWER HOUSING DESIGN ESP. RPM H.P. UNIT TAG FAN UNIT MODEL # CONDENSER NO. TONNAGE VOLTAGEPHASE FREQUENCY MCA RLA MAX. FUSE MIN. WIRE SEER NO. COOLING COIL WEIGHT 1 — Mod Package Unit AC Controls for Untempered Fans N0. 5 x 26.500"L x SIZE SIZE 3.000:12.000 Pitch 4 3 A3—G18—MPU 1 5 208-230 3 PHASE 60 Hz 21.4 Amps 17.4 Amps 30 Amps 12 AWG 14 2 5 208-230 3 PHASE 60 Hz 21.4 Amps 17.4 Amps 1 30 Amps 1 12 AWG 14 (LBS) SONES x 126.000"L IIIA//1.,WCL, IJ//Oh ff FAII /i FiLVY[/lrT�R..'!!jL'TIM. "Llc 1 FAN UNIT TAG FAN UNIT MODEL # I BLOWER HOUSING DESIGN ESP. RPM H.P. B.H.P. 0 VOLT FLA COOLING COIL ENTERING DB COOLING COIL ENTERING WB COOLING COIL COOLING COIL COOLING COIL COOLING COIL COOLING COIL WEIGHT 1 — Mod Package Unit AC Controls for Untempered Fans N0. 5 x 26.500"L x 1 — Grease Box 3.000:12.000 Pitch CFM 3 3 41 YES Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch LEAVING DB LEAVING WB TOTAL SENSIBLE LATENT (LBS) SONES x 126.000"L x 20.000"H 3.000:12.000 Pitch Along Width, Right Insulated 5 # 5 34 LBS Curb 19.500"W x 19.500"L x 22.000"H 3.000:12.000 Pitch TEMP. TEMP. TEMP. TEMP. CAPACITY CAPACITY CAPACITY 4 A3—G18—MPU G18—PB A3 5184 0.850 638 2.000 1.6900 3 208 5.9 93.07 77.07 80.77 71.57 120.0 MBH 68.8 MBH 51.2 MBH 1618 18 G/!�1TM IlJ/II/1TA1hZ% FAN UNIT NO. TAG OPTION (Qty. — Descr.) 1 GREASE CUP 1 — B115 — 24" Discharge Extension. 1 — BI — Discharge Orientation Vertical Upper Left — CW Inlet Side. 1 — B115 — Inlet Connection Standard 16" Flanged Grease Duct. 1 — Utility Set — Spring Vibration Isolators — B110 Thru 8111 / Equivalent Sized Utility Set — Indoor/Outdoor use. 1 — Utility Set Grease Cup 2 1 1 — Grease Box 3 4.000"W x 36.000"L x 1 — Grease Box 4 Along Width, 1 — 10 Ton 2 Circuit (5/5) Modular Packaged Cooling Option for Size 3 MUA (3,600 to 6,000 cfm), 208V/23OV, 3 phase, Cooling Thermostat or Programmable Stat Required for Proper Operation. 1 — Full Crating For Untempered Fans 1 — Insulated Blower Section Size 3 Commercial Modular 1 — Mod Package Unit AC Controls for Untempered Fans 1 — Condenser Support for Size 3 Mod Package Unit 5 x 26.500"L x 1 — Grease Box FAN ArrF.'.C'.C'nRTF-C FAN UNIT NO. TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 LBS YES 4.000"W x 36.000"L x 20.000"H 3.000:12.000 Pitch Along Width, 2 # 2 2 LBS YES 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch Vented Hinged 3 3 41 YES Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch Vented Hinged 5 # 4 YES LBS Curb 35.000"W x 126.000"L x 20.000"H 3.000:12.000 Pitch (''TTPP d-C-C'F1L PT-TT'Q NO. FAN WEIGHT ITEM 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK SIZE 33192 1 # 1 38 LBS Curb 4.000"W x 36.000"L x 20.000"H 3.000:12.000 Pitch Along Width, 2 # 2 1 41 LBS Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch Vented Hinged 3 # 3 41 LBS Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch Vented Hinged 4 # 4 130 LBS Curb 35.000"W x 126.000"L x 20.000"H 3.000:12.000 Pitch Along Width, Right Insulated 5 # 5 34 LBS Curb 19.500"W x 19.500"L x 22.000"H 3.000:12.000 Pitch Vented Hinged ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: V 2011 1611' CAPTIVE AIR HOOD DRAWIN M31 0 FAN #1 USBI15DD-RM - EXHAUST FAN 24" 35 3/4- 23 0 1 20" 1 13 1/8" 18 3/4" 13 1/8" XTENSION 7/8" SHAFT DIA. 16" e 34 1/4- 2" /4"2" DRAIN (4) ISOLATORS = USB111, _1 I-- 4- 27 3/4" 27 5/8- - 32 5/8- 13 & 15 SUPPORT RAILS I — 36" --� FEATURES: - ROOF MOUNTED FANS -RESTAURANT MODEL - UL705 - UL762 - HIGH HEAT OPERATION DIRECT DRIVE 350-F (176-C) - HIGH HEAT OPERATION BELT DRIVE 350-F (176-C) - HEAT SLINGER - GREASE CLASSIFICATION TESTING - 2" DRAIN - MOTOR WEATHER COVER - FULLY SEALED SCROLL HOUSING - SCROLL ACCESS DOOR - FLANGE 1 1/4" - 11 THRU 20. - FLANGE 2" - 24 THRU 36. OPTIONS 8115 - 24" DISCHARGE EXTENSION. BI - DISCHARGE ORIENTATION VERTICAL UPPER LEFT - CW INLET SIDE. 8115 - INLET CONNECTION STANDARD 16" FLANGED GREASE DUCT. UTILITY SET - SPRING VIBRATION ISOLATORS - B110 THRU B111 / EQUIVALENT SIZED UTILITY SET - INDOOR/OUTDOOR USE. UTILITY SET GREASE CUP NORMAL TEMPERATURE TEST DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 350-F (176-C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. a c0A r POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC � i?.tytsssstteaeeeaaa€trr. No. 48076 ♦ti��a4 S' 'ems.. ��� ��q '�����`� i 7 , �i3 b s 1A. I O F r Ci j J !� r N A'i DATE: 8. 11 CAPTIVE AIR HOOD DRAWING M311 FANS #2. #3 - DU180HFA EXHAUST FAN 33 Will I IVVL/ AND FAN (BY OTHERS) FEATURES: — DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) — ROOF MOUNTED FANS — RESTAURANT MODEL — UL705 AND UL762 — VARIABLE SPEED CONTROL — INTERNAL WIRING — WEATHERPROOF DIS ONNECT — THERMAL OVERLOAD PROTECTION (SINGLE PHASE) — HIGH HEAT OPERATI N 300-F (149'C) — GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST /8 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300-F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE—UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 6007 (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX E VENTED CURB 0 GAUGE TEEL ONSTRUCTION E OPENING SI ON S PITCHED CURBS ARE AVAILABLE 3" FOR PITCHED ROOFS. 14' SPECIFY PITCH: 12 EXAMPLE: 7/12 PITCH = 30' SLOPE C00cm) AV NMiM /S Inlv1 lCR Lamowff 9 JOBAB—BQ Jacksonville, WCI4TION JACKSONVILLE D,4FZ 7/12/2017 D#'0 # 12 REV FL FL, 32202 JOB # 3065511 BR,4 #Nr BY SC14ZT 3 /8" = 1 ' —Opp POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P & ORANGE PARK, FLORIDA 320'73 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET ran DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www,d000p.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 1\,ly®116115SiPi8i R�1.IfA ��°e d/ [a,1 `' m o. 480 1 f7 STATE OF e S� DATE: i.,�8.18 017 G CAPTIVE AIR HOOD DRAWING M312 FAN #4 A3—G18—MPU — SUPPLY FAN 1. SUPPLY UNIT WITH 18" BLOWER IN SIZE #3 HOUSING 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE — AIR FLOW RIGHT —> LEFT 4. 10 TON, DUAL CIRCUIT (5/5) MODULAR PACKAGED COOLING OPTION FOR SIZE 3 MODULAR PACKAGED UNIT. INCLUDES CONDENSER, DX COIL, FILTER/DRYER KIT, THERMAL EXPANSION VALVE, R410A REFRIGERANT, AND REFRIGERANT PIPING. (3,600 TO 6,000 CFM) NOT BUILT WITH OPPOSITE SIDE CONTROLS OR OPPOSITE AIRFLOW DIRECTION. CONDENSERS REQUIRE SEPARATE 208V, 3 PHASE POWER SUPPLY. COIL — 3EZ0602M 5. FULL CRATING FOR UNTEMPERED FANS FOR SHIPPING. 6. INSULATED BLOWER HOUSING SIZE 3 COMMERCIAL MODULAR 7. CONTROL PACKAGE FOR MOD PACKAGE UNIT COOLING ONLY UNIT. INCLUDES AIRFLOW PROVING SWITCH, RTULINK—ACNP BOARD AND TERMINAL BLOCKS. 8. SUPPORT SHELL FOR SIZE 3 MODULAR PACKAGE UNIT. INCLUDES CONTROL VESTIBULE. INCLUDES CONDENSER SUPPORTS. DOES NOT INCLUDE RETURN AIR OR INLET AIR DAMPER. BLOWER DISCHARGE I— 12" 0 AIRFLOW oe 54 1/2" 22" COOLING COIL 9" MODULE 19" FLEX CONDUIT FOR Fl G - 1" w►RNc MPT CONNECTION FOR SS PITCHED DRAIN PAN 181" 54 1/2" — 87 1/4- 45 1/8-- 42 1/8" 42 1/8" R (D s a o t M M N LIFTING LUG M 0 0 0= ` SERMCE DISCONNECT AIRFLOW SWITCH AIRFLOW ON T_ff 2 56 3/8" COIL o SSCONNECT ~ ACCESS 43 3/8" DOOR AIRFLOW BLOWER/MOTOR ACCESS DOOR 24" SERVICE 1_00 CLEARANCE REO. o 5 1 /4" , 14 3/4- 20" EQUIPMENT CURB 35" 126" ROOF OPENING 2" SMALLER THAN CURB DIMENSION. PITCHED CURBS ARE AVAILAB>14* 3" FOR PITCHED ROOFS. SPECIFY PITCH: 12 EXAMPLE: 7/12 PITCH - 30' SLOPE Typical Drain Trap Install Recommended Cooling Cog Drain Trap Configuration o Unions 7" Clean Out r I 12" Min Notes: 1� 1' diameter PVC Pipe only 3Z)) Use only low proflie couplings Add dean out as shown JOBAB-BQ Jacksonville, FL jj LOCATION JACKSONVILLE, FL, 32202 _-SAV 0,4FZ 7/12/2017 JOB # 3065511 , oqp Us Inbelrtek % i i r� _- D#'G # 13 1)RAjYN BY .REV. SCALL' 1/4" = 1 ' - 0" ■rte to W1140V ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �.,litil3Cilt3 4€o[IIAAff �„t F _ N0. 48076 STAT �y.N A � r: `F �� A d♦ F 4 p A'i�9 DATE: CAPTIVE AIR HOOD DRAWING M313 FAN #5 DU30HFA - EXHAUST FAN 25 L/\I 1/"1VJI I\IJLI\ VI4 IIVVV AND FAN (BY OTHERS) FEATURES: — DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) — ROOF MOUNTED FANS — RESTAURANT MOD,1L — UL705 AND UL762 — VARIABLE SPEED CONTROL — INTERNAL WIRING — WEATHERPROOF DISCONNECT — THERMAL OVERLOAD PROTECTION (SINGLE PHASE) — HIGH HEAT OPERA11ON 3007 (149-C) — GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST /2 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 3007 (149-C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE—L9P TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING 13URNING GREASE VAPORS AT 6007 (316-C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX 2 VENTED CURB 0 GAUGE TEEL :ONSTRUCTION Fa OPENING SIONS PITCHED CURBS ARE AVAILAB FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE: 7/12 PITCH = 30' SLOPE 3„ �cF 00400 ;40 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET ---444 7d L as n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC '4,i��y} li91!Ff7F r 'F Sll A3 E OF -:2AA a DATEy �G N0, PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M314 GREASE DUCT SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO CAPTI EAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL -1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "DW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' MANUFACTURES LISTING MODEL "DW" HORIZONTAL RUNS LESS THAN 75 FT. CAN PER 12", HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12" ON CENTER. PER BE SLOPED 1/16 21 DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL -2221 LISTED DOUBLE WALL GREASE DUCT EQUAL TO CAP TI VEAI RE SYSTEMS MODEL "DW- 2R, 3R, OR 3Z" ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date HIGH TEMP GASKET TO SEAL THE FAN T TRANSITION PLATE. VENTED CURB ROOF TERMINATION. LISTED XHAUST FAN. 'HE INNER DUCT' IS FULLY WELDED TO HE TRANSITION PLATE, ALL WELDS \RE DYE TESTED. ECURED TO THE: URB BY OTHER,. C%)IN ACCOM .� NTH PA c0%/sh1iwWk N' go JOBAB—BQ Jacksonville, LOCATION JACKSONVILLE A4TE 7/12/2017 .DIYG # 15 .RZV. FL FL, 32202 JOB # 3065511 DRATYN BY SCALL' 3/8" I" U C CU Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 .P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET PROJECT NO: 16111 A APTIVE AIR HOOD DRAWING M315 PERMIT SET m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ®\``\\`\iltitidiilPPllDd{`�"ttP ' 8 0 No.48076 A i m 8p�ai1/7IV ti DATE: a -8 CAPTIVE AIR HOOD DRAWING M316 ROBERT L. HINKLE PE 29 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33 & 1409 KINGSLEY AVENUE, BLDG 12A LANE R. HINKLE PE 4& P H ORANGE PARK, FLORIDA 32073 THOMAS M. ELDER PE 56 (904) 264-5570 FAX:(904) 278-2646. RICHARD A. MATHEWS PE 59 ENGINEERING CORPORATION FLA. REG. EB -4577 DAVID R. SPELL JR. PE 54 PERMIT S n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ``���44�deay..i^-sascsisaaiaenr�,r C' _ • ✓dam o • e No _ 0 /; AS DATE: 8.18.2017 `—`- A -�-x-2011 Oji PROJECT NOL 1 ��n . ti • �i 5 SNStAo OA; AIR 40 HOOD DRAWING PERMIT SEI M318 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SEI M318 (000 AirHandler Wiring JOB 3065511 - AB-BQ Jacksonitflle, FL DRAWING NUMBER A3065511-4 SHIP DATE 7/12/2017 MODEL A8 -G18 -MPU (ATTENTION ELECTRICIANI Installed O tp tons DROP FOR DISCONNECT CONNECTION IS FACTORY SUPPLIED CONNECT POWER TO THE DROP Condenser Wiring 1 K BK 2 K BK R MT -01 G 3 o -GR Component Identification — L,gbAL Des tion Digo BK BK TR-01(40yo,J-box mounted)( I Mount) 4 BK RD BK 115V�R WH 115 TR -05 WH YM MT -01 Supply motor [2] B L 24 5 6 PS -01 DDP-106-313 AFS [17] 7 B SN -01 Outside Air Sensor[20] SN -02 Discharge Air Sensor 1201 9 SW -01 Main disconnect switch 21 SW -02 40 Amp Rotary Disconnect 15118] 10 SW -06 Overflow Switch [16-17] TR -01 Power transformer(40va) [3] MPU Requires 200va 11 Paneel Mounted InstTR-05 Coding Transformer(40va) [4] 12 TS -06 RTUIInk—ACNP [16] 13 14 CONOEN OBL _ BL BL 15 ab BL o11 21 08L BL 013 1 COIL MOTOR INFO 16 Y1 2G8� SUPPLY 2HP-2o6V-3P-5.9FLA BL Y2 0..._._-.m....__._ ....._® Nam 1 17 SW -06 PS -01 NO -11 L A1rAew p NC BL R 18 vw C ATICIN c1for DtTom � BL &LEM1961. OA �OND2/R OR 21.41 01172�' 1913OMP2 STANDARD AC11YA MN CONDENSER 2 C 208/ 20 CDOL HYSTERESIS - 1 MIN. MODE CHANGE 71ME - 5 MIN. C� STAGE � TIME R - ER 2 MIN. SN -OI SN -02 SINGLE STAGE COOLING NOTES STAGE 1 OOOLINo SETPgNT 857 21 Two STAGES COOLING DENOTES FIELD WRING STAGE 2 a NT 857 DENOTES INTERNAL MIRING 957 THRC�EpEEpptS���TNAppGEggS NOT STAGE 2 COOLING SEIPOMRT 9907 WARE COLOR 22 STAGE 3 COOLING SEiPO1NT - 957 BK - BLACK YW - YELLOW BL BLUE GR - GREEN BR - BROWN GY - GRAY 23 PR - PURPLE RD - RED PK - PINK WH - WHITE JOBAB-BQ Jacksonville, FL LOCATION JACKSONVILLE, FL, 32202 �U�j BULT M ACCO�ANCE �A � � � � �- �TM mr N =� — � --- DATE 7/12/2017 JOB # 3065511 s Inierbek N0. 96 r DOu- -�C D#r6! # 19 DJ 4TYN BY RTV ,SCALLY 3/871 = 11_011 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SEI 7dL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOFg�TIVE LLC ���0%,j;11z 1 lrrrr miff" No. 4£��?�f; s op .: DATE: 8,18.2017 G :CAPTE EtjN 0 16111 PIVAIR OOD DRAWING M319 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC � K 8076 m • e v i DATE: -JL4" 17 16111 CAPTIVE AIR HOOD DRAWING M320 ELECTRICAL PACKAGES — Job 3065511 JOBAB—BQ Jacksonville, FL i LOC�ITION JACKSONVILLE, FL, 32202 ��� == = - D14T�' 7/12/2017 JOB 3065511 1) ,0 U Intwftk •' r��� DX0 # 21 .DR,4 #,rV BY REV SC14LZ 3/8" N0. TAG PACKAGE # LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION 33192 QUANTITY TYPE � H.P. VOLT FLA PE PE PE 56121 59418 54729 02 —Face Mount Right Side of Hood 1 Light Exhaust 3 1.500 208 4.4 1 SC-331110FP Wall Mount In SS Box Smart Controls Thermostatic Control Exhaust 3 1.000 208 3.8 Hood # 3 1 Fan Exhaust 3 1.000 208 3.8 Supply 3 2.000 208 5.9 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE. PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL ! (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL &HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 11° ;°+°,a4eiS Pil ell/oa®,�as1 L ; • a � f �� Pte✓ _i !f • 5J � • L N(-,. 4STATE-: OF 8 DATE: 7 16111 CAPTIVE AIR HOOD DRAWING M321 JOB NO MODEL NUMBER SC -33111 OFP DRAWN BY sa�Tic TYK DESCRIPTION OF OPERATION: 3065511 INSTALL 3 Phass w/ control for 3 Exhaust Fang 1 sappIy Fan, EAaust an Fts, Lights out h Fts, Fans) On/Off Thrmo�taticdly JOB NAME DATE DVG NO Controwsd. Room tsmpsraturs censor sh�psd loose for flsld Instdiation. AB -80 Jacksonville, FL 7/12/2017 ECP 01-1 1 2 BREAKER PANEL TO PRIMARY CONTROL PANEL Responsibility. Electrician 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED BREAKER PANEL PRIMARY CONTRO 4 BREAKER 1PH 120 V Neutrd 5 15 A CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. 6 IST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH /1 LINE 7 BREAKER 3PH 208 V JJNE MCA: 5.5 A 8 MOCP: 15 A EXH-1 SM -1 WIRE TO VFD QUICK CONNECTOR 9 BREAKER 3PH LON 208 v Llhww 90 MCA: 4.8 A GroLmd MOCP: 15 A EXH-2 SM -2 WIRE TO VFD QUICK CONNECTOR 11 BREAKER 3PH LINE 12 208 V MCA: 4.8 A LINE MOCP: 15 A EXH-3 SM -3 Gramd 13 WIRE TO VFD QUICK CONNECTOR 14 BREAKER 3PH 208 V MCA: 7.4 A 15 MOCP: 15 A SUP -4 16 17 BREAKER PANEL TO FANS Responsibility. Electrician 18 - 3 PHASE -- 19 208-230 HOOD GHTS 1 30 Amps 33192 SUP -4 20 3 PHASE TO 208-230 GREEN 30 Amps 21 SUP -4 22 23 24 POWER TO CONDENSER CONTROL PANEL TO FANS CONTROL PANEL BLACK HOOD GHTS 1 WHITE 33192 Responsibility. Electrician HINKLE PE TO (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. GREEN PRIMARY PANEL FANS HOOD LIGHTS 1400 W MAX WIRE TO J -BOX ON TOP OF HOOD Load WIrin 9 FAN: 01 EXH-1 0 •4.4 CONTROL PANEL SM -1 HARE TO VFD QUICK LOM LED 2 0 o I� W. 1.5w T. 208 VWIRE To KITCHEN TEMP SENSOR TO CONTROL BOARD. SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL ROOM TEMP CONNECTOR WIRE TO MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! DISCONNECT CONTROL PANEL Load Wiring SM -2 WIRE TO VFD QUICK CONNECTOR : FAN02 MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! EXH-2 o 0 oVOLT.. I' WIRE TO DISCONNECT .0 IP. 1•000 208 V TOWIRE DUCT SENSOR CONTROL PANEL TO DUCT SENSOR TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT HOOD I RISER 1 WIRE T6 CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT HOOD 2 RISER 1 Load Wiring SM -3 WE TO FAN: 03 LOAD LEG 3o EXH- 3 0 W. 1•0w VOLT. 206 V CONTROL PANEL TOWIRE DUCT SENSOR TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT HOOD 3 RISER 1 VFD QUICK li CONNECTOR WIRE TO MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUITI DISCONNECT THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE Load Wiring ST -1 WIRE DIRECT TO STARTER FAN: 04 WIRE TO FACTORY PROVIDED CONDUIT DROP SUP -4 o o FIRP o it 2g � V CONTROL PANEL SIGNAL FOR EXTERNAL SHUNT TRIP SPECIFICATIONS __O COIL HOT TO SHUNT COIL NEUTRAL FROM SHUNT COIL ST TERMINAL IS ENERGIZED IN FIRE CONDITION. CONTROL PANEL TO ACCESSORY ITEMS Responsibility. Electrician CONTROL PANEL COMPONENT MICROSWITCH 1 :ONTROL PANEL 4: NOW TO C FIRE SYSTEM HE WIRE C1 TO COMM MICROSWITCH WIRE ARI TO NORMALLY -CLOSED (2). C1 TO ARI SHOULD HAVE MS -1 4• N OW CONTINUITY WHEN ARMED. _ 9_'.. COND 1 IF MORE THAN ONE UNE FIRE SYSTEM, WIRE LINE POWER TO IN SERIES AS SHOWN LINE CONDENSER COND 2 CONTROL PANEL J4 TO REMOTE MOUNTED SWITCHES WIRE DIRECTLY TO CONTROL BOARD CAT -5 CONNECTION PLACE END OF UNE PLUG IN EMPTY JACK. ?N: EO.12OA 5 SPARE FIRE SYSTEM DRY CONTACT CONTROL PM TO EXTERNAL SWITCH AL SWITCH THROUGH BMS ACTIVATE ZONE1 FANS AND ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET s�■ DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC F-76 , No, 480 t .S'T'ATE OF r>r ma�01`` '�l�ur�s ECT NO: 16111 CAPTIVE AIR HOOD DRAWING M322 UNLESS SPECIFIED OTHERWISE, ALL FACTORYAC WIRING 16 AING. ALL FACTORY DC WIRING 18 AWG. 2 PANEL UD -11 OR 3 4 J7 1 5 CONTROL INPUT 120V H1=LINE, N1=NEUTRAL, 15A BREAKER. DO NOT CONNECT TO SHUNT TRIP BREAKER. SEE INSTALLATION SCHEMATIC FOR ADDITIONAL REQ. 6 DC+ BL PR ROM 7 N 9 0 NOTE: All Itemti on ECPM03 J3 line to be daisy chained from one component to the next, with EOL120A at and of line. Place PN: EOL120A M empty RJ45 port. ECPM03/DAISY CHAIN fimM : MA MOTOR POWER CIRCUIT DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA -1-1 ON OFF =aW-7;N WITH FIRE BULT _-A A= � (00/- Acoo"wAtrcE NNW W w1R v us Interbek 96 w- .� FACTORY WIRING SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.06.00 HMI Rev. 2.06.00 RELAY NO4 3 NO NC 2 1 NC COIL 8 7 COIL COM 8 5 COM ST -X Stater MTR:EXH-1 OL -X 14 AWG C. MOK PN:vffw 3 PH Contactor O Orn 500 HP:1.4 P100:01 PS -1 Power Sup. 24VDC M. ELDER A. MATHEWS SPELL JR. PNd�P18-24A-1C RA -x P102 168 A W/T3 00A l;tJO GR P10375.4 IME -1 IL1 P108:773 L2� P131:N/A O P167:62.0 VFD:ESVI12NO2YX8571 P194:225 P410:11 MTR: EXH-2 14 AWGr FLA:3.8 3 PH 208 V P100:0000 P101N%A 15 A,7GNDGR P1012 0 P10380.0 P107:00 P108:90 P150:011" P167:64.7 VFD: ESV75IN02YXB571 P194:225 P410:12 MTR: EXH-3 14 AWGf FLA:3.8 3 PH HP:1.000 208 V P100:01 P102AOAqJ0 15 A GRP10380.0 P108:90 P131:N/A P167:64.7 VFD:ESV751NO2YXB571 P194:225 P410:13 14 AWG ST -1 OL -1 MTR:SUP-4 3 3 PH CONT:100-K09D10 V OVLD:193-KB63 pu►:5.9 15 A HP: 2.000 DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA -1-1 ON OFF =aW-7;N WITH FIRE BULT _-A A= � (00/- Acoo"wAtrcE NNW W w1R v us Interbek 96 w- .� FACTORY WIRING SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.06.00 HMI Rev. 2.06.00 RELAY NO4 3 NO NC 2 1 NC COIL 8 7 COIL COM 8 5 COM ST -X Stater PN:vafw OL -X Overload C. MOK PN:vffw C -X Contactor HINKLE PkvaNe PS -1 Power Sup. 24VDC M. ELDER A. MATHEWS SPELL JR. PNd�P18-24A-1C RA -x 120V Relay DPDT PW34.110.0184.0 RD -x 24VDC Liaht Relay PN:34.110. 880 FACTORY WRING BK- B.IICK YW- M 0W BL- BLUE GY- GREY 6R- 9VAN PR- RM E RD- RED W+- WiT GR- GREEN GR/EL- GR/6L SIRIPE %H/ti- *AL STRIPE 17 3 Phase w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on In Fin, Lights out In Fin, Fan() On/Off Thermostatically Controlled. Room temperature sensor ehfppsd IOoss for field 1n2c lotion. NOECP 41-2 rIOBAB—BQ Jacksonville, FL 04 LOO,ITION JACKSONVILLE, FL, 32202 n DAFF 7/12/2017 JOB # 3065511 0 .IDTYG # 23 .DA4 XjV BY 0'00 .RZV, SOAZE 3 /8" = 1 ' — 0" y ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A, 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET ton C 120 < CU DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COCA „FM,;IVE LLC �»vQ ca� p rrissrrr 0 q a o,48076 0211/7 - TA'T E OF OR x s 1 K 8.20 7 .etc 9.8 2011 k N0 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M323 System Desian _Verification (SDV If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installatit)n Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropri ite sales office. If CAS Service has to resolve a discrepancy that is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. Air N =A1FM = C%)= —� 00, Infierbek " ° .' r= J0BA13—l3Q Jacksonville, FL LOCI4TIOIV JACKSONVILLE, FL, 32202 DATE' 7/12/2017 TOB ,# 3065511 D#'6! ,# 2 4 DA4 #N BY REV SCAZZ 3/8" = 1'-0" PERMIT SE1 n ffiv 0 Note., DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ®A���Q,��ale�u4�esaooiiurntr►sp�E,, s s Y w � No. 48076 -sa "S 9AE Y '✓� '�'' °°°° ALJ' R DATE: 17 16111 CAPTIVE AIR HOOD DRAWING M324 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A P & H GALTON C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SE1 n ffiv 0 Note., DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ®A���Q,��ale�u4�esaooiiurntr►sp�E,, s s Y w � No. 48076 -sa "S 9AE Y '✓� '�'' °°°° ALJ' R DATE: 17 16111 CAPTIVE AIR HOOD DRAWING M324 SEE CIVIL DWG. FOR CONT. P1 2-1/2'� rrr.._rrr...rr r r TCI i 7 77 777,77 ' ,H JANITOR CORRIDOR 110 ROOM 1 109 sr, SERVERY I & r� 103.: III I1 j � , I C0=2 SOUTH PATIO us Illli I� INN. ELEV. u N I 1 — — _ = ........ I _.. _ 1 3 ........ . TALL DOMESTIC MATER PIPING LOCATED ;BELOW FINISHED FLOOR SHALL BE SLEEVED WITH MINIMUM 4" DIAMETER SCH. 40 PVC WITH MINIMUM 24 INCH RADIUS BENDS. ' TRIM EXPOSED ENDS 4 INCHES ABOVE FINISHED FLOOR AND SEAL THE OPEN ENDS ' I >. SEEI CIVIL OF THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END. DW FOR ......................... —2CI INV. LEV. PROVIDE FREEZE PROTECTION HEAT TRACING, UNDER INSULATION, ON ALL EXPOSED —2.6 0'± EXTERIOR WATER SUPPLY PIPING. WATER SUPPLY SHALL BE INSULATED IN ACCORDANCE WITH THE PLUMBING AND HEAT TRACING MANUFACTURER I SEE ENLARGED PLUMBING SPECIFICATIONS. HEAT TRACING SYSTEM SHALL INCLUDE THE FOLLOWING: THERMON MODEL 5—FLX-1—OJ SELF—REGULATING HEATING CABLE WITH POLYOLEFIN OUTER AREA. JACKET TO PREVENT CORROSION. CABLE SHALL BE RATED FOR A START—UP SEE ENLARGED PLUMBING NORTH ' TEMPERATURE OF 50 DEG. F., 120V, 15 AMP SERVICE WITH 5 WATTS/FT POWER I ORANGE PARK, FLORIDA 32073 R. PATIO OUTPUT AND A MAXIMUM CIRCUIT LENGTH OF 195'. INSTALL FLX WITH A CONTINUOUS AREA. COVERING OF AL -20P FOIL TAPE FOR FREEZE PROTECTION OF NON—METALLIC PIPE. I SEE ENLARGED PLUMBING ' PROVIDE WITH PCA—COM CIRCUIT FABRICATION KIT, JB—K NON—METALLIC JUNCTION PE PE PE BOX___WITH._NEMA 4X ENCLOSURE, AND N4X-40 LINE SENSING THERMOSTAT PRE—SET I AREA. -- AT 40 DEG. F. FOR WATER SUPPLY REQUIRING HEAT TRACE CABLE. LINE SENSING c14 UNDERGROUND SODA LINE ' THERMOSTAT IS RATED FOR 125V WITH SWITCH RATING OF 22 AMPS AND HOUSED IN ' P3 A NEMA 4X ENCLOSURE. CAPILLARY SHALL BE MOUNTED TO PIPEWALL, UNDER WITH KITCHEN EQUIPMENT INSULATION. FOR PIPES 1-1/4 AND SMALLER, INSULATION MUST BE ONE PIPE SIZE --- LARGER TO ACCOMMODATE HEATING CABLE, COMPLY WITH PLUMBING SPECIFICATIONS INCH RADIUS BENDS. FOR ADDITIONAL INSULATION INFORMATION. PROVIDE ANY ADDITIONAL ACCESSORIES UNDERGROUND DOMESTIC WATER CONDUIT, COORDINATE INSTALLATION - II �- REQUIREDTOMAKE A COMPLETE AND FINAL INSTALLATION. REFER TO ELECTRICAL WITH KITCHEN EQUIPMENT - DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL IN ACCORDANCE WITH THE ' MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. - -----'j�7 INCH RADIUS BENDS. ® PLUMBING FLOOR PLAN ..._.. 0-3 3/4" CW TO HB —4 AT DUMPSTER. COORDINATE LOCATE WITH OWNER/ARCHITECT. SEE CIVIL DWG. FOR CONT. P1 SEE ENLARGED PLUMBING PLAN "P101A" ON SHEET "P201" FOR PLUMBING DETAILS IN THIS AREA. P2 SEE ENLARGED PLUMBING PLAN "P10113" ON SHEET "P202" FOR ORANGE PARK, FLORIDA 32073 R. PLUMBING DETAILS IN THIS AREA. P3 SEE ENLARGED PLUMBING PLAN "P101C" ON SHEET "P202" FOR PE PE PE PLUMBING DETAILS IN THIS AREA. 1 UNDERGROUND SODA LINE CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. O UNDERGROUND DOMESTIC WATER CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. ® PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" WALL TYPE LEGEND NON RATED: 10/ 31 /18 1 HR. RATED: 2799P101 2 HR. RATED: - - - ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SE1 WE lyffivem U Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC *;ja`�Aoteset;��u�o�e gn�ssfr,e,,�rtis s ui p® s w c o r No. 406 M ST OF A, DATE: 8.18.2017 A ASI 1 12-1-17 0 VE REVISIONS 4-20-18 ASI 6 11-2-18 PROJECT NO: 16111 PLUMBING FLOOR PLAN P101 ® PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" WALL TYPE LEGEND NON RATED: 8/14/17 1 HR. RATED: — — — 2799P101 2 HR. RATED: — — 0, w 0 W..' Q��' coA y ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A, 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE 33192 ORANGE PARK, 'FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC o ® s 0 No. 48076 s a . p c _ o s STATE OF " OR FJJtB !4„iNW A D.:..'' 17 2 8 20 CENSE NO. JECT NO: 16111 PLUMBING ROOF PLAN I:0 Mm �- i - - -- ---- - ---- „ T I �I I- 3�BE 4 „ — — — KITCHEN \� — — I I S-2 CO DUET FS -2 i -0 I I „i �oa'FTwR —�oa / 74/ F 3 , _ I c . ' I l I �7 TM -,>7v i i F-3 P1 GFS �1 1° 1/112 N� GFS )� 10$1 G1 1� Q c2,�� ,SPS/ G3 QS� G1 GAS METER AND STREET PRESSURE REGULATOR BY "TECO PEOPLES GAS". 1/11 G2 GAS PIPE BELOW FINISHED GRADE. PROVIDE GAS PIPE LOCATED G UNDER DRIVEWAY WITH PROTECTION FROM EXECESSIVE STRESS P ALL APPLICABLE CODE REQUIREMENTS. ER G3 DRIP LEG WITH DRAIN COCK PER APPLICABLE CODE REQUIREMENTS. G4 GAS CONTROL VALVE, INTERLOCK WITH HOOD FIRE PROTECTION SYSTEM. VALVE FURNISHED BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR. G5 CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY GAS PRESSURE AND iWH-1 CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. G3 ' _ 1WH-1 G6 CONNECT TO WATER HEATER. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY CONNECTION REQUIREMENTS G6 WITH EQUIPMENT MANUFACTURER. G6 GAS RISER DIAGRAM "P101 A" NOT TO SCALE P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. G1 GAS METER AND STREET PRESSURE REGULATOR BY "TECO PEOPLES GAS". G2 GAS PIPE BELOW FINISHED GRADE. PROVIDE GAS PIPE LOCATED UNDER DRIVEWAY WITH PROTECTION FROM EXECESSIVE STRESS PER ALL APPLICABLE CODE REQUIREMENTS. G3 DRIP LEG WITH DRAIN COCK PER APPLICABLE CODE REQUIREMENTS. G4 GAS CONTROL VALVE, INTERLOCK WITH HOOD FIRE PROTECTION SYSTEM. VALVE FURNISHED BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR. G5 CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY GAS PRESSURE AND CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. G6 CONNECT TO WATER HEATER. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. O1 1/2" TRAP PRIMER LINE. O2 3/4" UP TO HB -5 ON ROOF. O BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 2.25 GPM FLOW. SEE PLANS FOR PIPE SIZE. ® UNDERGROUND SODA/BEER LINE CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. O5 BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 0.5 GPM FLOW. SEE PLANS FOR PIPE SIZE. ENLARGED PLUMBING PLAN "P101 A" SCALE: 1/4" = 1'-0" SEE RISER DIAGRAMS ON SHEET "P301" FOR ADDITIONAL INFORMATION. Pi I iN�i�i 3 �f P1 P1 P1 2 HB -2 HB -3 fMV-2 E-1 EIS fii'i WALL TYPE LEGEND NON RATED: 11/31/18 1 HR. RATED: — — — — ROBERT POWELL & HINKLE ENGINEERING, P.A. GALTON & 1409 KINGSLEY AVENUE, BLDG 12A H ORANGE PARK, FLORIDA 32073 LANE R. (904) 264-5570 FAX:(904) 278-2646 THOMAS L. HIN HINKLE C. HIN HINKLE M. ELDER PE 29302 PE 33192 PE 48076 PE 56121 P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. G1 GAS METER AND STREET PRESSURE REGULATOR BY "TECO PEOPLES GAS". G2 GAS PIPE BELOW FINISHED GRADE. PROVIDE GAS PIPE LOCATED UNDER DRIVEWAY WITH PROTECTION FROM EXECESSIVE STRESS PER ALL APPLICABLE CODE REQUIREMENTS. G3 DRIP LEG WITH DRAIN COCK PER APPLICABLE CODE REQUIREMENTS. G4 GAS CONTROL VALVE, INTERLOCK WITH HOOD FIRE PROTECTION SYSTEM. VALVE FURNISHED BY HOOD FIRE PROTECTION SYSTEM MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR. G5 CONNECT TO KITCHEN EQUIPMENT. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY GAS PRESSURE AND CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. G6 CONNECT TO WATER HEATER. PROVIDE WITH GAS PRESSURE REGULATOR AS REQUIRED. VERIFY CONNECTION REQUIREMENTS WITH EQUIPMENT MANUFACTURER. O1 1/2" TRAP PRIMER LINE. O2 3/4" UP TO HB -5 ON ROOF. O BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 2.25 GPM FLOW. SEE PLANS FOR PIPE SIZE. ® UNDERGROUND SODA/BEER LINE CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. O5 BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 0.5 GPM FLOW. SEE PLANS FOR PIPE SIZE. ENLARGED PLUMBING PLAN "P101 A" SCALE: 1/4" = 1'-0" SEE RISER DIAGRAMS ON SHEET "P301" FOR ADDITIONAL INFORMATION. Pi I iN�i�i 3 �f P1 P1 P1 2 HB -2 HB -3 fMV-2 E-1 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT. Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC At``a�"�'oe;ect��sisiasIsr�a;p�r� ®r - No.4 076 .p S %A E OF :® . v OP ,N{A� a@nnksrgqapp6 eKWgt-���X DATE: 8.18.2017 z1 ASI 1 12-1-17 &2 VE REVISIONS 4-20-18 A ASI 6 11-2-18 PROJECT NO: 16111 ENLARGED PLUMBING PLAN P201 0 WALL TYPE LEGEND NON RATED: 11/31/18 1 HR. RATED: — — — — ROBERT POWELL & HINKLE ENGINEERING, P.A. GALTON & 1409 KINGSLEY AVENUE, BLDG 12A H ORANGE PARK, FLORIDA 32073 LANE R. (904) 264-5570 FAX:(904) 278-2646 THOMAS L. HIN HINKLE C. HIN HINKLE M. ELDER PE 29302 PE 33192 PE 48076 PE 56121 2799P201 2 HR. RATED: — — — ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. A. MATHEWS SPELL JR. PE 59418 PE 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT. Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC At``a�"�'oe;ect��sisiasIsr�a;p�r� ®r - No.4 076 .p S %A E OF :® . v OP ,N{A� a@nnksrgqapp6 eKWgt-���X DATE: 8.18.2017 z1 ASI 1 12-1-17 &2 VE REVISIONS 4-20-18 A ASI 6 11-2-18 PROJECT NO: 16111 ENLARGED PLUMBING PLAN P201 E-1 SINK / N P1 P1 / E-1 / BAR E-1 EQUI SINK FS -1 P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. O1 1/2" TRAP PRIMER LINE. O2 BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 1.25 GPM FLOW. SEE PLANS FOR PIPE SIZE. O3 UNDERGROUND SODA/BEER LINE CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. ENLARGED PLUMBING PLAN "P101 B" SCALE: 1/4" = 1'-0" 2"VTR E-1 JIL P1 SINK E-1 q BAR ►EQUIP. FS -1T l tk E-1 BAR EQUIP. C ;[)'KFD-3 � v 1 E—1N E—T BAR SIC / EQUIP. \ BAR EQUIP. FS -1 u CA / /E-1 BAR EQUIP. FD -3_ ti 4 —1 P_ (D k 3 COMP. SINK SFS-1 • P1 P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. O1 1/2" TRAP PRIMER LINE. SANITARY RISER DIAGRAM "P101 B" NOT TO SCALE S S. MV -2 MV -2 -A'-A MV -2 E-1 E-1 E-1 BAR BAR SINK EQUIP. EQUIP. E-1 MV -2 %1�'SI) ANKBAR MV -2 I1. cdVEQUIP. �Ibc TP -1, E-1 5.A,BAR EQUIP. MV -2 E-1 BAR MV -2 7� EQUIP E-1 SINK 1 1 7�7 MV -2 E-1 SINK E-1 3 COMP. SINK 1 51 TP -1 %,, P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. O1 1/2" TRAP PRIMER LINE. O2 BALANCING VALVE WATTS MODEL LFCSM-61—S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 1.25 GPM FLOW. SEE PLANS FOR PIPE SIZE. DOMSETIC WATER RISER DIAGRAM "P101 B" NOT TO SCALE FALL DOMESTIC WATER PIPING LOCATED BELOW FINISHED FLOOR SHALL BE SLEEVEDTH MINIMUM 4" DIAMETER SCH. 40 PVC WITH MINIMUM 24 INCH RADIUS BENDS. TRIM EXPOSED ENDS 4 INCHES ABOVE FINISHED FLOOR AND SEAL THE OPEN ENDS THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END. L ZL WALL TYPE LEGEND NON RATED: 11/31/18 1 HR. RATED: — 2799P202 2 HR. RATED: ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC figfi9fi911111117ISS;SS,JSJ � 9 No.l 0?B .gyp ��. .°� ®° t, 0 R 10 s �� 10N #riarrr a37a,9ax3111. £ DATE: 8.18.2017 01 ASI 1 12-1-17 02 VE REVISIONS 4-20-18 �3 ASI 6 11-2-18 PROJECT NO: 16111 ENLARGED PLUMBING PLANS P202 4"VTR- �, i::�C o-KIn \�,• I FD 2 CO -1 2� A ,, 7/2 , 1 S. ,� til _ WATER \I SOFTENER I \ F{1 H 4"VTR / IN, I 4 II E-1��T\ SINK CO -1 SINK HD-1 ,y / FS -1 P1 E-1 E 1 / t� / 1 ^ / E-1 / FLOOR / TROUGH _ I FD -3 N _ FS -1 / E -'I SI -1 SINK DISH WASHER v FS -2 rn-, I 4A I F- 4 ' F-2 FD -1 F-1 H FD -1 0 CO -1 � , HB -5 TE 1z1 I� F-3 F-3 FD -3 E-1 3 COMP. SINK FS -2 KITCHEN P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. �FS-1 EQUIP. 0 1/2" TRAP PRIMER LINE. SANITARY RISER DIAGRAM "P101 A" NOT TO SCALE S A. 7' -1 KITCHEN EQUIP. ' E-1 ' r SINK � `3 TP -2 I �E-1 \.\SINK >\p 3 E-1 \\ � 1 � \zll 2 ' S 7 11! 2 \ 2 sYBF--11 C I HB -2A. ,\ ;*F E-1TPT-1�WATERE-1 ILTER SINK / 3/A,l HB -3 1 SINK 7/21,MV-2 E-1 7 1 JANITOR \ `L � SINK L.3a\ � I A' SINK J i HB -2 SA.q BFB -1 1 B WH -1 ,\ WH -1 �'' ', �eL E-1 �j � I� I [PREINSE r A F-1 �� E-1 \ E-1 Iti 7 A'' DISH d WASHER l� E-1 I3 COMP SINK 7� \7 F-2 HB -2 In NOW -1 -MMU ��� ICE E-1 MACH. KITCHEN EQUIP. S A E-1 _ • KITCHEN HB -3 I EQUIP. 1 E-1 SINK " TEA E-1 SODA P1 SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. O1 1/2" TRAP PRIMER LINE. O2 BALANCING VALVE WATTS MODEL LFCSM-61-S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 1 GPM FLOW. SEE PLANS FOR PIPE SIZE. DOMSETIC WATER RISER DIAGRAM "P101 A" NOT TO SCALE WALL TYPE LEGEND FALL DOMESTIC WATER PIPING LOCATED BELOW FINISHED FLOOR SHALL BE SLEEVETH MINIMUM 4" DIAMETER SCH. 40 PVC WITH MINIMUM 24 INCH RADIUS BENDS. NON RATED: L2799TRIM EXPOSED ENDS 4 INCHES ABOVE FINISHED FLOOR AND SEAL THE OPEN ENDS 8/14/17 1 HR. RATED: — — — — THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END, P301 2 HR. RATED: — — e � � s � � � � � � ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON &H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 0@$'0,\`Li1LL69ififPll(UF�(llFRrf�l'/f�. 6 ° No. G6076 7 b ST>TF OF A,' 1yai4r� }4 .i F:ii1'L<i. 017 (AMINER - LICENSE NO. PROJECT NO: 16111 PLUMBING RISER DIAGRAMS P 301 BUILDING FIXTURE UNIT CALCS. FIXTURE F.U. EACH TOTAL F. U. DESCRIPTION QTY WASTE WATER WASTE WATER WATER CLOSET, FLUSH VALVE 4 3 6 10 18 30 URINAL, 3/4" FLUSH VALVE 1 2 5 2 5 LAVATORY7 6 1 2 6 12 FLOOR SINK - 4' TRAP 13 6 - 30/48 - TRENCH DRAIN - 4" TRAP 2 6 - 0/12 - FLOOR DRAIN 18 17 2 - 14/20 - HUB .DRAIN - 4" TRAP 1 6 - 6 _ COMMERCIAL DISH WASHER 1 * 4 * 4 MISC. EQUIP. (SODA, COFFEE, ETC.) 10 * 0.5 * 5 HAND/BAR SINK(DIRECT WASTE)15 14 2 2 18/10 28 PRE -RINSE SINK 1 3 4 0/3 4 MOP/UTILITY SINK 1 3 3 0/3 3 THREE COMP. SINK 2 * 4 * 8 ICE MACHINE 1 * 2 * 2 BAG -N -BOX 1 - 2 * 2 PREP SINK 2 * 4 * 8 HOSE BIB/ STATION 9 8 * 2 * 16 L MODEL K-8892 WITH ASSE 1070 THERMAL MIXING VALVE, KOHLER MODEL HOT WATER HIGH/LOW TEMPERATURE TEMPERING VALVE WITH OPTIONAL K-8820 DRAIN, 17 GA. POLISHED CHROME CAST BRASS P -TRAP, LOOSE SAN/GW BUILDING TOTALS 99/96 143 88/96 127 L TOTAL GPM 77 = 75 REQ'D. PIPE SIZE EXP -IT. SET LEAVING WATER TEMPERATURE AT 1207 MAXIMUM. COORDINATE * WASTE ACCOUNTED FOR UNDER FLOOR DRAINS/SINKS. BUILDING GAS DEMAND E-1 EQUIPMENT PROVIDED AND INSTALLED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED MARK FIXTURE CONN. MBH QTY. AND FINAL CONNECTION TC EQUIPMENT. MBH TRAP F-1 INVERT ELEVATION EACH EACH FLOOR SINK; ZURN MODEL Z1901 -KC -23 WITH 12" SQUARE FLOOR SINK ALL WH -1 GAS WATER HEATER ** 199 2 A 398 ITEM K5 TILT SKILLET 1/2" 104 1 WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH ELONGATED 104 ITEM K7 FRYER 3/4" 140 1 REQUIRED TO MEET INVERT ELEVATIONS. INSTALL PER MANUFACTURE 140 ITEM K8 RANGE ** 420 1 33-60 420 :ITEM K10 WOOD GRILL STARTER ** 25 1 WHITE VITREOUS CHINA WALL HUNG FLUSH VALVE URINAL; TOTO MODEL 25 TOTAL MBH UT104E WITH TOTO ECOPOWER 0.5 GPF SENSOR OPERATED FLUSH VALVE 1087 REQ'D. PIPE SIZE 1-1/2"_ SYSTEM SIZED FOR LESS THAN 2 PSI WITH 3 IN W.C. (14" W.C.) PER TABLE 1250XL-F 402.4(3) OF THE 2014 FLORIDA FUEL GAS CODE. COVER. 0.5 PSI GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 150'. WHITE VITREOUS CHINA ABOVE COUNTER MOUNT LAVATORY, KOHLER VOX MODEL K-2749-1. PROVIDE: WITH TOTO ECOPOWER SENSOR OPERATED MBH RATING FOR EQUIPMENT IS DETERMINED BY THE MANUFACTURER. 155-330 WHERE NOT PROVIDED AS PART OF THE GAS APPLIANCE, WHERE REQUIRED BY WOODFORD MODEL B65 WITH ANTI -SIPHON VACUUM BREAKER AND TEE KEY EQUIPMENT MANUFACTURER, PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL VALVE. PROVIDE WITH GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS APPLIANCE (LINE) GAS PRESSURE REGULATORS TO REDUCE GAS SUPPLY PRESSURE DOWN TO MANUFACTURER REQUIRED APPLIANCE OPERATING PRESSURES. APPLIANCE HB -2A FREEZELESS WALL HYDRANT; MODEL 65 WITH ANTI -SIPHON (LINE) GAS PRESSURE REGULATORS SHALL COMPLY WITH NFPA, SHALL BE LISTED IN OF 1057. INSULATE DRAIN AND SUPPLY LINES TO COMPLY WITH A.D.A. ACCORDANCE WITH NFPA, AND SHALL BE EQUIPPED WITH AND LABELED FOR UTILIZATION WITH AN APPROVED FACTORY INSTALLED VENT -LIMITING DEVICE IN HB -3 ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND NFPA. F-4 PLUMBING EQUIPMENT_ SCHEDULE FALL FIXTURES AND TRIM SELECTIONS SUBJECT TO OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL. ALL FIXTURE COLOR AND TRIM FINISH SELECTIONS SUBJECT TO THE OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL. ------------------------J LEGEND E-1 EQUIPMENT PROVIDED AND INSTALLED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED FS -1 - FLOOR SINK; ZURN MODEL Z1910 -KC -23 WITH 8" SQUARE FLOOR SINK WITH FLOOR CLEANOUT ACCESSORIES (ie. WALL SUPPLIES, SUPPLY LINES, DRAIN, P -TRAP, GAS SUPPLY LINE, ETC.) FOR A COMPLETE 6" DEEP W/ACID RESISTANT INTERIOR, ALUMINUM BUCKET AND ANCHOR -30 AND FINAL CONNECTION TC EQUIPMENT. FLANGE. FS -2 TRAP F-1 INVERT ELEVATION -- WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH FLOOR SINK; ZURN MODEL Z1901 -KC -23 WITH 12" SQUARE FLOOR SINK UNION ELONGATED BOWL AND SENSOR ACTIVATED FLUSH VALVE WITH MANUAL WITH 8" DEEP W/ACID RESISTANT INTERIOR, ALUMINUM BUCKET AND A. P. OVERRIDE BUTTON, KOHLER MODEL K-4405. PROVIDE KOHLER BATTERY ANCHOR FLANGE. GI -1 A POWERED SENSOR OPERATED 1.28 GPF FLUSH VALVE MODEL K-10673 WITH ANGLE STOP AND KOHLER MODEL K -4731 -SC OPEN FRONT SEAT. GREASE INTERCEPTOR, SCHIER PRODUCTS MODEL GB -250. PROVIDE THREE - F-1 H UNITS WITH REMOTE PUMP OUT KIT MODEL 8400-005-01 FOR EACH UNIT. A WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH ELONGATED COORDINATE WITH OWNER FOR EXACT LOCATION OF PUMP OUT CONNECTION LOCATION. PROVIDE ANCHOR KIT AND MANHOLE --- BOWL AND SENSOR ACTIVATED FLUSH VALVE WITH MANUAL 2 EXTENSION RISER AS 1 5/8 OVERRIDE BUTTON, KOHLER MODEL K-4405. PROVIDE KOHLER BATTERY REQUIRED TO MEET INVERT ELEVATIONS. INSTALL PER MANUFACTURE 1250XL-C POWERED SENSOR OPERATED 1.28 GPF FLUSH VALVE MODEL K-10673 WITH INSTRUCTION FOR EXISTING SITE CONDITIONS. SEE CIVIL DRAWING FOR 7 1/2 ANGLE STOP AND KOHLER MODEL K -4731 -SC OPEN SEAT. INSTALL LOCATION AND INSTALLATION DETAILS. COORDINATE WITH CIVIL ENGINEER 33-60 .FRONT TOILET AND FLUSH VALVE TO COMPLY WITH A.D.A. REQUIREMENTS. FOR SITE CONDITIONS. PROVIDE TRAFFIC RATED INSTALLATION, 1 F-2 HB -1 1 WHITE VITREOUS CHINA WALL HUNG FLUSH VALVE URINAL; TOTO MODEL ANTI -SIPHON TRIMLINE WALL HYDRANT WITH LOCKABLE FLUSH MOUNTED E UT104E WITH TOTO ECOPOWER 0.5 GPF SENSOR OPERATED FLUSH VALVE WALL BOX; WOODFORD MODEL B75 WITH ANTI -SIPHON VACUUM BREAKER 2 1/2 MODEL TEU1LN123CP. PROVIDE WITH FLOOR MOUNTED HEAVY DUTY CARRIER. AND TEE KEY HANDLE. PROVIDE BOX WITH VANDAL RESISTANT LOCKABLE 1250XL-F F-3 COVER. 10 7/8 WHITE VITREOUS CHINA ABOVE COUNTER MOUNT LAVATORY, KOHLER VOX MODEL K-2749-1. PROVIDE: WITH TOTO ECOPOWER SENSOR OPERATED HB -2 FREEZELESS WALL HYDRANT WITH LOCKABLE FLUSH MOUNTED WALL BOX; 155-330 LAVATORY FAUCET MODEL �TEL115-D10EM WITH ASSE 1070 THERMAL MIXING WOODFORD MODEL B65 WITH ANTI -SIPHON VACUUM BREAKER AND TEE KEY 2. MODEL NUMBERS, DIMENSIONS AND ASSOCIATED CAPACITIES VALVE. PROVIDE WITH GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS HANDLE. PROVIDE BOX WITH VANDAL RESISTANT LOCKABLE COVER. P -TRAP, LOOSE T -KEY WALL SUPPLIES AND METAL BRAIDED SUPPLY LINES. SET LEAVING WATER TEMPERATURE FROM MIXING VALVE TO MAXIMUM HB -2A FREEZELESS WALL HYDRANT; MODEL 65 WITH ANTI -SIPHON OF 1057. INSULATE DRAIN AND SUPPLY LINES TO COMPLY WITH A.D.A. VACUUM BREAKER AND TEE KEEYY HANDLE. REQUIREMENTS. HB -3 F-4 RECESS WALL MOUNTED STAINLESS STEEL COLD & HOT WATER HOSE WHITE VITREOUS CHINA WALL HUNG LAVATORY WITH SHROUD FOR SUPPLY BOX. ACORN NEPTUNE MODEL 8146 WITH INTEGRAL STOPS. HANDICAPPED, KOHER PIN&R MODEL K-2035-1 WITH SINGLE HOLE AND MODEL K-2057 SHROUD. PROVIDE WITH TOTO ECOPOWER SENSOR HB -4 FREEZELESS YARD HYDRANT; WOODFORD MODEL Y30 WITH ANTI -SIPHON ACTIVATED LAVATORY FAUCET MODEL TEL115-D10EM WITH ASSE 1070 VACUUM BREAKER AND TEE HANDLE. INSTALL PER MANUFACTURE THERMAL MIXING VALVE, OFFSET GRID DRAIN, 17 GA. POLISHED CHROME INSTRUCTION. HB -5 1 CAST BRASS P -TRAP, LOOSE T -KEY WALL SUPPLIES, METAL BRAIDED SUPPLY LINES AND HEAVY DUTY CHAIR CARRIER. SET LEAVING WATER ROOF MOUNTED FREEZELESS HYDRANT, WOODFORD MODEL RHY1-MS WITH TEMPERATURE TO 105 deg. F. MAXIMUM. INSULATE DRAIN AND SUPPLY 1/8" DRAIN HOLE AND VACUUM BREAKER. LINES TO COMPLY WITH A.D.A. REQUIREMENTS. HD-1 F-5 HUB DRAIN, J.R. SMITH 3821 WITH 6" DIA. FUNNEL TOP, P -TRAP AND 4" 1 WHITE CAST IRON WALL HUNG UTILITY SINK, KOHER BROCKWAY MODEL DEEP SEAL TRAP. K-3202. PROVIDE WITH TWO KOHLER CANNOCK LEVER HANDLE FAUCET MV -1 MODEL K-8892 WITH ASSE 1070 THERMAL MIXING VALVE, KOHLER MODEL HOT WATER HIGH/LOW TEMPERATURE TEMPERING VALVE WITH OPTIONAL K-8820 DRAIN, 17 GA. POLISHED CHROME CAST BRASS P -TRAP, LOOSE INLET THERMOMETERS, INTEGRAL CHECK STOPS, LOCKABLE STAINLESS STEEL T -KEY WALL SUPPLIES, METAL BRAIDED SUPPLY LINES AND HEAVY DUTY SURFACE MOUNT CABINET AND OUTLET BALL VALVES. FURNISH UNIT WITH CHAIR CARRIER. SET LEAVING WATER . TEMPERATURE TO 105 deg. F. SHUT OFF VALVES, AND UNIONS. LEONARD MODEL TM-186-82OB-LF-STST MAXIMUM. INSULATE DRAIN AND SUPPLY LINES TO COMPLY WITH A.D.A. EXP -IT. SET LEAVING WATER TEMPERATURE AT 1207 MAXIMUM. COORDINATE REQUIREMENTS. EXACT MOUNTING LOCATION WITH OWNER/ARCHITECT PRIOR TO BF -1 INSTALLATION. DUAL CHECK VALVE WITH INTERMEDIATE ATMOSPHERIC VENT; WATTS SERIES MV -2 9D. ROUTE DRAIN LINE FROM VENT/DRAIN CONNECTION OF BACKFLOW PROVIDE WITH LEONARD POINT OF USE MIXING VALVE MODEL 170 WITH PREVENTER ABOVE CEILING, DOWN WALLS, AND TERMINATE OVER NEAREST RECESS MOUNTED LOCKING VALVE BOX. INSULATE SUPPLY AND DRAIN FLOOR DRAIN/FLOOR SINK SERVING KITCHEN/BAR EQUIPMENT WITH MINIMUM LINES TO COMPLY WITH A.D.A. REQUIREMENTS. AIR GAP REQUIRED BY THE 2014 FLORIDA PLUMBING CODE. SI -1 CO -1 DRAIN -NET MODEL A6 FLAT STRAINER. PROVIDE WITH LEG EXTENSIONS AS WALL CLEANOUT, ZURN Z1446 -BP -VP WITH VANDAL PROOF SCREW, BRONZE REQUIRED. PLUG AND STAINLESS STEEL_ COVER. TP -1 CO -2 TRAP PRIMER, MIFAB MODEL M1-500 WITH MODEL MI -DU DISTRIBUTION UNIT FLOOR CLEANOUT, ZURN ZS1400-BP-VP WITH ROUND EXTRA -HEAVY-DUTY (WHERE REQUIRED). STAINLESS STEEL TOP WITH VANDAL PROOF SCREWS AND BRONZE PLUG. TP -2 CO -3 SURACE MOUNTED WITH BOX MINI -PRIME ELECTRONIC TRAP PRIMER, FLOOR CLEANOUT, ZURN Z1400 -BP -VP WITH ROUND EXTRA -HEAVY-DUTY PRIME -RITE MODEL PTS -120V AS MANUFACTURED BY PRECISION PLUMBING CAST IRON TOP WITH VANDAL PROOF SCREWS AND BRONZE PLUG. PRODUCT INC. PROVIDE WITH REQUIRED CONNECTION POINTS, CAP UNUSED CP -1 CONNECTIONS. IN-LINE LEAD FREE HOT WATER CIRCULATION PUMP WITH BRONZE TD -1 CONSTRUCTION. BELL AND GOSSETT MODEL NBF-9 SYSTEM LUBRICATED 6" WIDE STAINLESS STEEL TRENCH DRAIN, J. R. SMITH MODEL 9837 CIRCULATOR WITH 120 VOLTS, 41 WATTS, PUMP CAPACITY SHALL BE 2 TRENCH DRAIN SYSTEM WITH 9870 -450 -SS SLOTED STAINLESS STEEL GPM AT 5 FT. HEAD. PROVIDE WITH BELL AND GOSSETT AQUASTAT MODEL GRATE. AQ, INSTALL PER MANUFACTURES RECOMMENDATIONS. TE -1 CP -2 FACTORY PRE -CHARGED DIAPHRAGM TYPE LEAD FREE EXPANSION TANK FOR IN-LINE LEAD FREE HOT WATER CIRCULATION PUMP WITH BRONZE POTABLE WATER. AMTROL THERM-X-TROL MODEL ST-30VC. INSTALL PER CONSTRUCTION. BELL AND GOSSETT MODEL NBF-25-SPEED 3 SYSTEM MANUFACTURE INSTRUCTION. LUBRICATED CIRCULATOR WITH 120 VOLTS, 125 WATTS. PUMP CAPACITY WH -1 SHALL BE 5 GPM AT 12 FT. HEAD. PROVIDE WITH BELL AND GOSSETT FORCED COMBUSTION, INDOOR MOUNTED, CONDENSING, TANKLESS, AQUASTAT MODEL AQ, INSTALL PER MANUFACTURES RECOMMENDATIONS. TEMPERATURE CONTROLLED, CONTINUOUS FLOW, EACH GAS WATER HEATER FD -1 FLOOR DRAIN; ZURN MODEL ZURN ZN415S-P-Y-VP WITH VANDAL PROOF SYSTEM RATED AT 199,000 BTU/H WITH MINIMUM ACTIVATION FLOW RATE OF 0.4GPM, RINNAI RUC98i MODEL REU-KBD3237FFUD-US. SYSTEM TO SQUARE NICKEL BRONZE STRAINER, SEDIMENT BUCKET, AND 1/2" TRAP CONTAIN TWO (2) GAS WATER HEATERS TOTAL. PROVIDE AND INSTALL WITH SEAL PRIMER CONNECTION. FD -2 CONCENTRIC VENT KIT, TWO (2) MCC-91-2US CONTROLLERS, MSB -M FLOOR DRAIN; ZURN MODEL ZURN ZN508S-P-Y WITH SQUARE STAINLESS MULTI -UNIT CONTROLLER. PROVIDE WITH CONDENSATE NEUTRALIZER KITS. SET WATER HEATERS TO DELIVER 140° F. HOT WATER. STEEL STRAINER, ACID RESISTANT EPDXY COATED BODY, SEDIMENT BUCKET WH -2 AND 1/2' TRAP SEAL PRIME=R CONNECTION. U.L. LISTED INSTANTANEOUS WATER HEATER WITH MICRO -PROCESSOR FD -3 FLOOR DRAIN; ZURN MODEL ZURN ZS415SS-AR-P-Y WITH SQUARE TEMPERATURE CONTROL. EEMAX MODEL EX4208T ML -N4 WITH 208VOLT/1 PHASE. SET WATER HEATER TO PROVIDE STAINLESS STEEL STRAINER, ACID RESISTANT EPDXY COATED BODY, 105 DEG. F. SEDIMENT BUCKET AND 1/2" TRAP SEAL PRIMER CONNECTION. FD -4 FLOOR DRAIN; ZURN MODEL ZURN ZS415SS-AR-Y WITH SQUARE STAINLESS STEEL STRAINER, ACID RESISTANT EPDXY COATED BODY AND SEDIMENT BUCKET. FALL FIXTURES AND TRIM SELECTIONS SUBJECT TO OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL. ALL FIXTURE COLOR AND TRIM FINISH SELECTIONS SUBJECT TO THE OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL. ------------------------J LEGEND C FLOOR DRAIN -ter- FLOOR CLEANOUT --Q -- WALL CLEANOUT -30 TRAPPED DRAIN -- --V TRAP INV. EL. INVERT ELEVATION -- COLD WATER + UNION S. A. BALL VALVE A. P. (EXCEPT OTHERWISE NOTED) - - - - VALVE (NORMAL CLOSE) -------------- PRESSURE RELIEF VALVE - EXISTING COLD WATER FSI- EXISTING HOT WATER �7 --D'�-- CONTROL VALVE/REGULATOR --- STRAINER/FILTER C PIPE RISERS (DROP) --0--0- PIPE RISERS (UP) - -3 PIPE END (CAPPED) S SANITARY SEWER LINE -- --V VENT LINE JILVTR VENT THRU ROOF ---- HOT WATER WALL HYDRANT S. A. SHOCK ABSORBER A. P. ACCESS PANEL - - - - EXISTING SANITARY SEWER -------------- EXISTING VENT ---- DEMOLITION FSI- CHECK VALVE - - - GAS - - - CA - COMPRESSED AIR t- - - - - - - - - - - - - - - - - - - - - - - - - - -- PLUMBING PLUMBING GENERAL NOTES I 1. SEE SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS. I 2. COORDINATE HVAC EQUIPMENT AND DUCT LOCATION WITH HVAC CONTRACTOR. I SEE MECH DWGs. FOR ADDITIONAL INFORMATION. 3. DO NOT INSTALL PIPING ABOVE ELECTRICAL PANELS OR EQUIPMENT. COORDINATE ELECTRICAL PANEL AND EQUIPMENT LOCATION WITH ELECTRICAL CONTRACTOR. I 4. RUN ALL HORIZONTAL COLD & HOT WATER PIPING ABOVE CEILINGS UNLESS OTHERWISE NOTED. I 5. EXTERIOR HOSE BIBS TO BE LOCATED 18" ABOVE GRADE UNLESS OTHERWISE NOTED. I 6. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY WORKMEN THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE TO I PERFORM. ROUGH WORK WILL BE REJECTED. I 7. MAINTAIN A MINIMUM 10' CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR I INTAKES AND SANITARY VENTS. I 8. FIELD VERIFY BUILDING STRUCTURAL. NOTIFY GENERAL CONTRACTOR FOR I RESOLUTION IF BUILDING STRUCTURE IMPEDES PLUMBING INSTALLATION. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND INSTRUCTION. I9. DOMESTIC WATER SHUT-OFF VALVES LOCATED ABOVE DRYWALL CEILINGS I SHALL BE GROUPED TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS PANELS IF POSSIBLE. PROVIDE WITH IDENTIFICATION TAG INDICATING AREAS THE ' VALVE CONTROLS. I 10. COORDINATE ALL LATERAL CONNECTIONS WITH CIVIL ENGINEERING DRAWINGS, I ANY CONFLICTS TO BE RESOLVED PRIOR TO START OF CONSTRUCTION. I 11. CLEANOUTS ON 6" AND SMALLER PIPING SHALL BE PROVIDED WITH A I CLEARANCE OF NOT LESS THAN 18 FOR RODDING. CLEANOUTS ON 8" AND I LARGER PIPING SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36" FOR RODDING. I-- - - - - - - - - - - - - - - - - - - - - - - - - - J Q MODEL PDI SIZE MIPS THREAD DIMENSIONS (APPROXIMATE)AIR CHAMBER FIXTURE UNIT CAPACITY PE 59418 A B VOLUME in. in. in. cubic in. 1250XL-A A 1/2 5 1/4 1 1/8 3.5 1-11 1250XL-B B 3/4 5 5/8 1 5/8 4.3 12-32 1250XL-C C 1 7 1/2 1 5/8 6.5 33-60 1250XL-D D 1 9 5/16 1 3/4 10.0 61-113 1250XL-E E 1 10 1/4 2 1/2 22.4 114-154 1250XL-F F 1 10 7/8 2 7/8 34.4 155-330 NOTES: 1. "PDI" REFERS TO THE PLUMBING AND DRAINAGE INSTITUTE. 2. MODEL NUMBERS, DIMENSIONS AND ASSOCIATED CAPACITIES INDICATED IN THIS DETAIL WERE DERIVED FROM ZURN/WILKINS WATER HAMMER ARRESTERS PRODUCT LINE. 3. WATER HAMMER ARRESTERS ARE REQUIRED TO BE "LEAD-FREE" AND SHALL MEET THE REQUIREMENTS OF BOTH NSF 61 AND NSF 372. WATER HAMMER ARESTOR NOT TO SCALE WALL TYPE LEGEND NON RATED: ]0/31/18 1 HR. RATED: - - - - ROBERT NKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A.- & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 2799P401 2 HR. RATED: - ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 PERMIT SET ran DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN C+OQ@BIjaILLC i° Y - ••• ` "•e q /O _dim s , s • '0.4 075, STA E O DATE: 8.18.2017 Z1 VE REVISIONS 4-20-18 0 ASI 6 11-2-18 PROJECT NO: 16111 PLUMBING LEGEND, SCHEDULE & MISC. DETAILS P401 Z 1Af1 !�l�1 n IIIATr'r1 LINE WALL FACE ANTI -CONTAMINATION CLOSE COUPLED FREEZE LESS WALL HYDRANT WITH APPROVED VACUUM BREAKER -BACKFLOW PREVENTER, TEE KEY, CHROME FINISH. INLET SIDE VIEW FRONT VIEW WALL HYDRANT DETAIL NOT TO SCALE SEE PLAN AND DIAGRAM FOR PIPE SIZE WALL TAPPED FOR 1 -LN PIPE GALVANIZED PIPE 1" WALL CLEANOUT WITH STAINLESS STFFI CnVFR PI ATE > o ® —I M L.L a o -H = z F7 PUMP ROD — 1/8" TAP FOR BLEED FITTING CONNECTION 24" CRUSHED STONE OR GRAVEL DETAIL — WALL CLEANOUT NOT TO SCALE HEAVY-DUTY SCORIATED COVER WITH "CO" CAST IN 12"x12"X4" THICK CONCRETE PAD FINISHED GRADE GASKETED ABS CLEANOUT PLUG ADJUSTABLE DETAIL —.ONE—WAY CLEANOUT ON GRADE NOT TO SCALE HEAVY-DUTY SCORIATED COVE 12"x12"X4" THICK R WITH "CO" CAST IN CONCRETE PAD FINISHED GRADE GASKETED ABS CLEANOUT PLUG ADJUSTABLE DETAIL — 2—WAY CLEANOUT ON GRADE NOT TO SCALE OF 3" VELI T OF INLET- & OUTLET 24„ 3/4" HOSE CONNECTION GROUND LEVEL DEPTH OF BURY BELOW FROST LINE VALVE BODY 3/4" WATER LINE DETAIL — POST HYDRANT NOT TO SCALE ADJUSTABLE "' \� OF 3" VEN T q OF OPTIONAL" 2" OIL DRAW -OFF TOP VIEW INLET AND OUTLET - DIFFUSERS W/INSPECTION PORT STATIC WATER LEVEL GREASE INTERCEPTOR SPECIFICATIONS: OUTLET 1. 4" PLAIN END INLET/OUTLET. tntracctat+:r;wve 9 minute, c1r.3irk. 2. UNIT WEIGHT - W/COMPOSITE COVERS: 230 Ibs; W/CAST IRON COVERS: 340 lbs. C. MOK PE 3. SEAMLESS HIGH DENSITY POLYETHYLENE TANK WITH 58,07 opm. ?S rn MAXIMUM OPERATION TEMPERATURE 190' F. 48076 CONTINUOUS, M. ELDER A. MATHEWS SPELL JR. 4. CAPACITIES - LIQUID: 275 GAL; GREASE: 1076 (147.4 56121 59418 54729 GAL.): SOLIDS: 105 GAL. 5. FACTORY INSTALLED BUILT-IN FLOW CONTROL. 6. FOR GRAVITY DRAINAGE APPLICATIONS ONLY. DO NOT USE FOR PRESSURE APPLICATIONS. 7. COVER PLACEMENT ALLOWS FULL ACCESS TO TANK FOR PROPER MAINTENANCE. 8. VENT NOT REQUIRED UNLESS PER LOCAL CODE. 9. ENGINEERED INLET AND OUTLET DIFFUSERS ARE REMOVABLE TO INSPECT/CLEAN PIPING. 10. INTEGRAL AIR RELIEF/ANTI-SIPHON/SAMPLING ACCESS. 11. UNIT SUPPLIED WITH BUILT-IN ADAPTERS FOR UP TO 6" OF ADJUSTABILITY. ADDITIONAL RISER(S) AVAILABLE FOR DEEPER BURIAL DEPTH. 12. FOR ON THE FLOOR OR BURIED APPLICATIONS. DIFFUSION FLOW TECHNOLOGY OF 3" VENTS THE INLET DIFFUSER SPLITS INFLUENT INTO THREE PATHS, CREATING LAMINAR FLOW AND UTILIZING THE ENTIRE LIQUID OF OPTIONAL VOLUME OF THE TANK FOR EFFICIENT GREASE SEPARATION. 2" OIL THE CALIBRATED OPENINGS GREATLY REDUCE EFFLUENT DRAW -OFF TURBULENCE. THE EFFLUENT ENTERS THE MAIN CHAMBER WITHOUT DISTURBING THE EXISTING GREASE OR SEDIMENT LAYERS. THE INTEGRAL AIR RELIEF/ANTI-SIPHON IN THE TOP OF THE OUTLET DIFFUSER ALLOWS PRESSURE STABILIZATION WITHIN THE UNIT DURING OPERATION. THE BOTTOM OF THE OUTLET DIFFUSER ALLOWS ONLY EFFLUENT WHICH IS FREE OF GREASE TO EXIT THE TANK. IT CAN EASILY BE ATTACHED TO ANY OF THE THREE OUTLETS PROVIDED TO ENGINEERED INLET AND—I EASE JOB SITE PIPING LAYOUTS. OUTLET DIFFUSERS (SEE DESCRIPTION) SECTION "A -A" 100 GPM POLYETHYLENE GREASE INTERCEPTOR SCHIER MODEL NUMBER: GB -250 GREASE INTERCEPTOR DETAIL NOT TO SCALE HEAVY-DUTY SCORIATED COVER WITH "CO" CAST IN FINISHED FLOOR d GASKETED ABS CLEANOUT PLUG DETAIL — ONE—WAYFLOOR CLEANOUT NOT TO SCALE - HEAVY-DUTY SCORIATED CONC. FLOOR SLAB COVER WITH "CO" CAST IN SEE STRUCTURAL DWG. FOR THICKNESS FINISHED FLOOR44 ADJUSTABLE HOUSING SPIGOT OUTLET GASKETED ABS CLEANOUT PLUG DETAIL — 2—WAY ELC)OR CLEANOUT NOT TO SCALE TO FIXTI" SEE DR/ FOR TYF AIR ADMITTANCE VALVE, RECOMMENDED MANUFACTURER TO BE STUDOR , MODEL "I AInu \R AIT11 ;AP DISCHARGE PIPE I 3" HUB DRAIN WITH 4"X3" REDUCER AIR GAP = 2 x "d" FITTING AND 3" STAINLESS STEEL FINISH FLOOR STRAINER. REFERENCE ID SHEETS. c d, d a d d d FLOOR SLAB f """—SEAL BETWEEN PIPE AND rionaa ouuamg Loae aecrton luus.s.4 Grease interceptors and automatic grease removal devices shall be sized in accordance with PDI G101, ASME A112.14.3 . (4" drain pipe requires a min of 75 GPM) Size Dull I'iFxc Flaoaa" (4,'.-� stat3ae tntracctat+:r;wve 9 minute, c1r.3irk. 3htcrC'qzrcnr A— 'rcttx, ? n>.inutc clr:an'.. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK PE 3" 58,07 opm. ?S rn 35 gTT M 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 3-GI3-Z50's are certified to the ASME 112.14.3 standard at 100 GPM to hold 3,228 lbs of Multiple Units Shall be installed in Series- Please soecifv Cast Iron Covers IGREASE PRODUCTION SIZING METHOD: DETAIL — AIR ADMITTANCE VALVE NOT TO SCALE 1/2" TRAP PRIMER SUPPLY i --DOMESTIC WATER LINE ISOLATION VALVE I I ACCESS DOOR i TRAP PRIMER VALVE (AS NECESSARY TO ALLOW ACCESS) I DISTRIBUTION UNIT (WHERE NECESSARY) 1/2" TRAP PRIMER LINE L— .J SLEEVE THRU SLAB � � FLOOR DRAIN r --FLOOR SLA DETAIL — TRAP PRIMER NOT TO SCALE LINK -SEAL HUB DRAIN DETAIL SCALE: NTS DOMESTIC WATER SHUT-OFF VALVE. SEE PLUMBING SPECIFICATION FOR TYPE AND ADDITIONAL INFORMATION. CAST IRON VALVE BOX WITH COVER FLUSH WITH FINISHED GRADE. COORDINATE LOCATION OF VALVE BOX WITH CIVIL.—� SITE UTILITY WATER SERVICE d- T DRAIN LINE FLOOR GRATE MOUNT FLUSH WITH FLOOR AIR GAP = 2 x "d" o v o0 v v°ov v - p . - o° b til LIFT OUT SEDIMENT BUCKET FLOOR SINK DETAIL SCALE: NTS SEAL PER ALL EXTERIOR APPLICABLE CODE WALL REQUIREMENTS. SEE PLAN FOR CONT. TERMINATE SLEEVE 1/2" ABOVE FINISHED FLOOR. a d FLOOR PVC SLEEVE SIZED III—I I— II I—I ITWO PIPE SIZES III—III—III—III-0 LARGER THAN PIPE LOCATED WITHIN III—I I—I I—I II I _ UNLESS OTHERWISE III—III—i I M I SPECIFIED). =III -1 DETAIL — WATER SERVICE ENTRANCE NOT TO SCALE WALL TYPE LEGEND NON RATED: 8/14/17 1 HR. RATED: — — — — 2799P402 2 HR. RATED: — — ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SE1 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC i-t6ifi16 ifigegR,P, a 0 P o,48- 0- � % NATE OF y>� .9�s'' P A,.�� �w>F� f®R 8.1 .2017 AUG 2 r. PROJECT NO: PLUMBING DETAILS P402 CONCENTRIC VENT THROUGH ROOF (TYP.) WATER HEATER WH -1 UNION (TYP.) . TERMINATE DRAIN FROM T&P RELIEF VALVE AT FLOOR DRAIN (TYP.) SHUT-OFF VALVE DRIP/DIRT LEG (TYP.). (TYP.), 140° HOTrT- WATER SUPPLY SEE PLANS FOR CONT. CONCENTRIC VENT THROUGH ROOF (TYP.) WATER HEATER WH -1 STRAINER W/200 MICRON SCREEN AQUASTAT 1407. TERMINATE CONDENSATE DRAIN LINE AT HUB DRAIN CHECK VALVE (TYP..) GAS SUPPLY V�i�DSEE PLANS FOR CONT. COLD WATER SUPPLY ISEE PLANS FOR CONT. THERMAL EXPANSION TANK NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, VALVES, ETC. FOR COMPLETE AND FINAL CONNECTION. DETAIL — TANKLESS WATER HEATER SYSTEM SCALE: N.T.S. CHECK VALVE (TYP.) CIRCULATING PUMP W/ SHUT-OFF VALVE (TYP.) TIMER AQUASTAT (TYP.) SEE PLUMBING EQUIPMENT SCHEDULE. - - - 140°HWR PIPING. COLD SUPPLY TO 110°HWR PIPING. WATER HEATER(S)�— - --� - - - ---BCW SUPPLY PIPING. 120°HW SUPPLY- - - --�-- - - DISTRIBUTION. I I THERMOSTATIC MIXING VALVE. SEE PLUMBING EQUIPMENT SCHEDULE. •.r I I 140° HW SUPPLY FROM WATER HEATER(S). I I HEAT TRAP I I I NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, VALVES, ETC. FOR COMPLETE AND FINAL CONNECTION. 2. SEE TANKLESS WATER HEATER SYSTEM DETAIL FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THERMOSTATIC MIXING VALVE PIPING DIAGRAM (,TMV-1 ) SCALE: N.T.S. STAINLESS STEEL FLEX HOSE QUICK DISCONNECT GAS VALVE EASY READ ON/OFF 0 TO EQUIPMENT GAS MAIN EQUIPMENT GAS CONNECTION SCALE: NTS (KITCHEN EQUIPMMENT ONLY) QUICK DISCONNECT STAINLESS STEEL 1 FLEX HOSE GAS VALVE EASY READ ON/OFF GALVANIZED STEEL GAS MAIN %% 10 TO EQUIPMENT EQUIPMENT GAS CONNECTION SCALE: NTS 3/8" GAUGE VALVE/FITTING WITH PRESSURE GAGE. LOCKABLE TYPE. ELBOW SEISMIC GAS RATED SWING JOINT (TYP). SHUT-OFF VALVE. GAS PRESSURE REGULATOR O ll -I- ELBOW SEISMIC �jSWING JOINT (TYP) UNION (TYP). DIELECTRIC UNION 3/8" GAUGE VALVE/FITTINGGAS METER WITH PRESSURE GAGE. —C4 LOCKABLE TYPE, UTILITY SERVICE SHUT-OFF VALVE. LOCKABLE (TYP). CONCRETE GAS PIPING TO BUILDING SCHEDULE 40 STEEL SLEEVE SIZED TWO PIPE SIZES LARGER THAN PIPE LOCATED WITHIN. SEAL IN ACCORDANCE WITH THE 2012 INTERNATIONAL FUEL GAS CODE. EXTERIOR WALL SEE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION. RADE METER PAD GRADE t�: I B� RIA _ GAS PIPING PROVIDE BELOW GRADE PIPE WITH TRACER FROM UTILITY WIRE NO. 10 COPPER (THW.) DETAIL — GAS SERVICE ENTRANCE NOT TO SCALE ­q'q 7dL No n DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 ROOF TYPICAL PIPE SUPPORT GAS PIPE REFER TO CLIENT Rick Moyer ANCHORED TO DECK SUPPORTED DETAIL 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE LOCATION CEILING PIPE WITHOUT JOINTS DO NOT INSTALL V LYES 461 Atlantic Blvd. _ _ _IN CEILING_SPACE- - _�_ IN CEILING SPACE Atlantic Beach, FI EXHAUST HOOD i TYPICAL PIPE SUPP RT CIVIL ENGINEERING ANCHORED TO WALL BAKER KLEIN ENGINEERING GAS PIPE HEADER ALONG WALL BEHIND J MANUAL GAS VALVE 904-356-8520 COOKING EQUIPMENT, APPROXIMATELY GAS SHUT- OFF VALVE. STRUCTURAL ENGINEERING 12" ABOVE FLOOR, WITH SCREWED I PROVIDED BY HOOD ALEXANDER GRACE FITTINGS. SIZE AS SHOWN ON PLANS. VENDOR, INSTALLED BY CONSULTING, INC. PROVIDE QUANTITY AND SIZE OF P.C. INTER CONNECT TO 904.241.8010 CONNECTIONS AS REQUIRED FOR I HOOD FIRE SUPPRESSION FU59328 EQUIPMENT BEING SERVED. SYSTEM BY F.P.C. PI FLEXIBLE APPLIANCE M.E.P. ENGINEERING -G_ I CONNECTOR FURNISHED POWELL & HINKLE ENGINEERING, PA. MANUAL GAS - BY FSEC AND INSTALLED VALVE (TYP) TYPICAL 6 DIRT LEG BY PLUMBING CONTRACTOR 904.2645570 FLOOR TO 6" ABOVE FLOOR #FL/EB-4577 ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS, LANDSCAPING ATTACH RISER & HEADER TO WALL WITH 1 CLEARANCE BEHIND PIPE, MAKE TBD FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. INTERIOR DESIGN DESIGN COOPERATIVE LLC COOKING APPLIANCE GAS PIPE DETAIL SCALE: NTS c No. 48076 .: 0F ;e ®• g� WALL TYPE LEGEND NON RATED: 8/14/17 1 HR. RATED: — — — 2799P403 2 HR. RATED: — — PERMIT SET DATE: PLUMBING DETAILS P403 16111 POWELL & HINKLE ENGINEERING, P.A, ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DATE: PLUMBING DETAILS P403 16111 - TYPE L-1 W. P. QAI I ACT POLE MOUNTED LIGHT FIXTURE TYPE 129' DETAIL NO SCALE ® DETAIL NOTES: RESSURE TREATED OLE ) CONDUIT — CONDUIT CONCRETE 1. ALL LANDSCAPE LTG SHALL BE FIELD VERIFIED & LOCATED BY OWNER PRIOR TO ROUGH—IN. FLOOD UP—LIGHT 3" STANCION MOUNT— (CAST LGT# CHMSICB) TO ADDITIONAL S FIXTURE 14"f 0 :. 24„ MIN ol 3/4" PVC HOMERUN U GROUND MTD UP LIGHT FIXTURE TYPE 119 & L27' DETAIL ® DETAIL NOTES: NO SCALE 1. ALL LANDSCAPE LTG SHALL BE FIELD VERIFIED & LOCATED BY OWNER PRIOR TO ROUGH—IN. 10' BEYOND PR LINE (TYPICAL) PROPERTY LINE RTY O1 UTILITY COMPANY PAD MOUNTED TRANSFORMER WITH METERING AT PAD, REFER TO POWER RISER FOR ADDITIONAL REQUIREMENTS, COORDINATE WITH JEA PRIOR TO ANY WORK ® ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" ® SITE PLAN NOTES: EXISTING UTILITY POLE STUB—UP AT POLE PER JEA RULE/REG. EXISTING UTILITY POLE 1. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF TRANSFORMER, PRIMARY SERVICE CONDUIT & CONNECTION POINT PER ELECTRIC UTILITY CO DIRECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH MOST CURRENT UTILITY RULES AND REGULATIONS. PROVIDE (2) 4" CONDUITS W/36" RADIUS ELLS AT TRANSFORMER & SERVICE CONNECTION POINT. PROVIDE CONDUIT WITH PULLWIRE AND MAINTAIN 42" MINIMUM DEPTH, LOCATION OF TRANSFORMER, PRIMARY AND SECONDARY CONDUIT/FEEDER(S) ARE CONTINGENT UPON ELECTRICAL UTILITY CO APPROVAL. PROVIDE TRANSFORMER PAD/ PROTECTIVE BOLLARDS AND GROUND RODS PER ELECTRICAL UTILITY CO REQUIREMENTS. SEE 'POWER RISER' FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF SERVICE CONDUITS & CONNECTION POINT PER TELEPHONE UTILITY CO DIRECTION. PROVIDE (2) 4" CONDUITS WITH PULLWIRE TO PROPERTY LINE, STUB UP CAP AND MARK TELEPHONE SEE ALSO TELEPHONE BACKBOARD RISER' FOR ADDITIONAL REQUIREMENTS. 3. PRIOR TO START OF ANY WORK OBTAIN WRITTEN APPROVAL FOR LOCATION OF SERVICE CONDUITS & CONNECTION POINT PER CABLE UTILITY CO DIRECTION. PROVIDE (1) 4" CONDUITS WITH PULLWIRE TO PROPERTY LINE, STUB UP CAP AND MARK "CABLE TV" SEE ALSO 'BACKBOARD RISER' FOR ADDITIONAL REQUIREMENTS. 4. SERVICE ENTRANCE FROM ELECTRICAL UTILITY CO XFMR, SEE 'POWER RISER' FOR ADDITIONAL REQUIREMENTS. Luminaire Schedule Symbol I Qty Label Description LLF Lum. Watts Lum. Lumens Avg/Min 9 S TROY: 3RH20—LED18—xx—C/ARM(WOOD POLE) 10.912 117.398 1973 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min SITE—Planar Fc 0.62 1.8 10.0 1 N.A. I N.A. POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET ---qq 71& wo M DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com F UAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC op' °p rt 1 •$ E w g� STATE OF e' DATE: 8.1 2 - LICENSE N SITE PLAN ELECTRICAL NOTES AND DETAILS E100 #10 ---- k (�; L, / MECH 111 L274 { #10 :� yf L27 , WOMEN { #10 114 4 L27 C ] TT L L1 f = #10 1 VESTIBULE 11z L I T L L6 ---� L27 A. MATHEWS SPELL JR. MEN 59418 54729 L1 I j CDRR,DOR L22 OFFICE -18 KITCHEN 106 104 L \ L3 3 L3 a i i i J I I I I I I I L J L J L J COOLER L J K-60 10� J J RACKS 1 oa J DISH L2 L3 L3 L3 I L' L3 WASH 105 J ,E'A P-16 A J L2 _ J L9 SERVE —LIGHTS SUPPLIED WITH COOLER CONTRACTOR INSTALLED I 120V N LIGHT FIXTURES) H -- SWITCH OR DIMMER (IF SHOWN) NOTE 1 NOTE 2 +24VDC ECO MMON.._..°..=..L..— NTROL L_ ; _ l ; MP POWER PACK LOCATED ABOVE CEILING (NOT INDICATED ON PLANS) 0 CEILING MOUNTED 3 OS VACANCY SENSOR(S) VACANCY SENSOR WIRING DIAGRAM NO SCALE ® DIAGRAM NOTES: 1. PROVIDE SECOND VACANCY SENSOR IN LOCATIONS INDICATED. REFER TO LIGHTING PLAN FOR LOCATIONS. 2. EACH CIRCUIT REQUIRES ONE POWER/SLAVE PACK. (NOT INDICATED ON PLAN) 3, CONTRACTOR TO ADJUST SENSITIVITY LEVEL BASED ON ROOM SIZE AND FURNITURE LAYOUT, SET TIME OUT ON SENSOR TO 12 MIN. (ALL SENSORS MUST BE FIELD ADJUSTED, DON'T INSTALL WITH FACTORY SETTING) PROVIDE SENSOR MASKING KIT AS REQUIRED. ... _ _ .. L28 L28 L28 ......... __ ..... r - #"I u #10 #10 #10 i FEOOR PLAN— ; FIGHTING .SCALE: 1/8 # LIGHTING PLAN NOTES: O 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING LIGHT FIXTURES. 2. ALL LIGHT FIXTURES ARE TYPE 'L1' UNLESS OTHERWISE INDICATED. 3. ALL EXIT SIGNS ARE TYPE 'E' UNLESS OTHERWISE INDICATED. 4. TYPICAL CEILING MOUNTED OCCUPANCY SENSOR CONNECTIONS (VIA LOW VOLT CABLES NOT SHOWN) WHERE NO CIRCUIT NUMBERS OR SWITCH LETTERS ARE DESIGNATED; CONNECT ALL CEILING MOUNTED OCCUPANCY SENSORS FOR AUTOMATIC CONTROL OF AREA LIGHT FIXTURES IN TANDEM WITH LOCAL SWITCH AS INDICATED. REFER TO OCCUPANCY SENSOR DETAIL FOR ADDITIONAL REQUIREMENTS. 5. ALL SENSORS LOCATED IN AREAS SUCH AS OFFICES, BREAK ROOMS & MECHANICAL ROOMS SHALL BE PROGRAMMED AS VACANCY TYPE SENSORS. ALL SENSORS LOCATED IN AREAS SUCH AS OPEN AREAS, CORRIDORS & RESTROOMS SHALL BE PROGRAMMED AS OCCUPANCY TYPE SENSORS. 6. FROM J—BOX ABOVE COOLER PROVIDE 120V. CONNECTION TO COOLER LIGHTS, VERIFY EXACT LOCATION PRIOR TO ROUGH—IN. 7. FIXTURE WIRING AND J—BOX TO BE CONCEALED BETWEEN ROOF DECK AND CEILING, TYPICAL ALL INTERIOR CEILING MOUNTED FIXTURES, COORDINATE WITH ARCHITECT FOR EXACT ROUTING PRIOR TO ROUGH—IN. 8. PROVIDE DIMMER SWITCH ADJACENT TO TIME CLOCK FOR CONTROL OF THESE FIXTURES. LABEL "OUTSIDE LGT'S" c r20/1 8 EEE C E`er" POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2.646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 PERMIT SET rgC6 -0 �L 0 LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC .41 "NCS. 56121 11 `• TATE OF r •�:�.oRD •.•'•�t�': din 'S�11• �fU I'D DATE: 8.18.2017 Q REVIEW COMMENTS 9-1-17 0 VE REVISIONS 4-20-18 Q ASI 6 11-02-18 PROJECT NO: 16111 FLOOR PLAN LIGHTING, SCHEDULE & NOTES E 10 1 RICHARD DAVID R. A. MATHEWS SPELL JR. PE PE 59418 54729 PERMIT SET rgC6 -0 �L 0 LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC .41 "NCS. 56121 11 `• TATE OF r •�:�.oRD •.•'•�t�': din 'S�11• �fU I'D DATE: 8.18.2017 Q REVIEW COMMENTS 9-1-17 0 VE REVISIONS 4-20-18 Q ASI 6 11-02-18 PROJECT NO: 16111 FLOOR PLAN LIGHTING, SCHEDULE & NOTES E 10 1 SEE ENLARGED KITCHEN PLAN FOR ADDITIONAL REQUIREMENTS GAS RESET MAIN DISCONNECT SW. SEE DETAIL SEE POWER RISER METER 13 COMPRESSOR K -51 -- WATER FIRE RISER f',1�IFj�1ECH \TP-2;AS SOFTENER �– 111 —---"-------- "--_ JCC CIVLARVCU DAR r'LHIV rum j I ADDITIONAL REQUIREMENTS I I I I I I I ;:... �. 110 11 P _ ...... 1......... — __ .. I FLOOR PLAN— POWER 8c SYSTEMS SCALE: 1 /8 = 1'-0" ® POWER PLAN NOTES:I 1. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF ALL HVAC EQUIPMENT. IF CONDENSATE PUMP(S) ARE REQUIRED, TIE TO NEAREST 120V OUTLET. 2. RECEPTACLE AND TV OUTLET MOUNTED BEHIND WALL MOUNTED TV, COORDINATE EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (TV'S ABOVE BAR TO BE.ROUTED THRU D K C I T T 3. TI E HAUST FA 0 LIGH S N HI R OM. V RI Y LOC TI N IT SUPP IE P 10 T ROU 4. U L A A 0 C 0 R S D PROJECTOR, COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH–IN. 5. RECEPTACLES & COVERS TO MATCH WALL FINISHES, COORDINATE EXACT COLORS WITH ARCHITECT. 6. FROM J–BOX AT CEILING MAKE 120V. CONNECTION TO HOOD LIGHTS AND CONTROL PANEL, VERIFY EXACT LOCATION WITH HOOD SUPPLIER PRIOR TO ROUGH–IN. 7. FROM J–BOX MAKE 120V TO HEAT TRACE TO OUTHOUSE, VERIFY EXACT LOCATION WITH SYSTEM SUPPLIER PRIOR TO ROUGH–IN. 8. USB CHARGING RECEPTACLES MOUNTED HORIZONTAL (H) IN BAR SYSTEM WALL, COORDINATE EXACT WITH ARCHITECT AND BAR SYSTEM SUPPLIER PRIOR TO ROUGH–IN. 9. FROM J–BOX PROVIDE CONNECTION TO TRAP PRIMER/CIRCULATION PUMPS, VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (EACH ON SEPARATE CIRCUITS) 10. FROM J–BOXES PROVIDE 120V CONNECTION TO EACH (2) WATER HEATER, VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (EACH ON SEPARATE CIRCUITS) 11. FROM J–BOX PROVIDE CONNECTION TO WATER SOFTENER , VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN 12. PROVIDE 208V CONNECTION TO AIR COMPRESSOR, VERIFY EXACT SIZE REQUIRED PRIOR TO ANY WORK, COMPRESSOR BY OTHERS. 13. PROVIDE 120V CONNECTION TO FRACTIONAL HP SPRINKLER SYSTEM COMPRESSOR, VERIFY EXACT SIZE WITH SUPPLIER PRIOR TO INSTALLATION. Z.\ i _I I ouTHousE [-30/2 TP -1 120 4.1 KW/298/1 0 DP -2 l WH -2 4 .... L / PP -23 P-2 TO LGT 30/ T EF -2 -- CU -1 (TIE TO CU -1) 120V 208V/1 0 '0V O�Qp ROBERT L. HINKLE PE 29302 - — 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK PE l ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 0 I I P-26,28 _1 ;. 4 .E 4 : DINING I 101 POS � 4 8„ P ........ .... � , , I -, PATIO _ HSOUTHt _ 2 2 1 2 L 1r.P ) O BAR uTa le �al j r II NORTH PATIO - I _ 3/4"C. TO 111. ... k � '`��1>� (�,:ti'! � zea t -I ; h :' II { 2 F716 I - – - - — FACP 1Q - -- I H Ik u) � —, I 1 77 _ I ANN H P _ �I - _ m - ' } 1= - �I COVERED rnirov P– 47, 49 I^_ EAST f_ —---"-------- "--_ JCC CIVLARVCU DAR r'LHIV rum j I ADDITIONAL REQUIREMENTS I I I I I I I ;:... �. 110 11 P _ ...... 1......... — __ .. I FLOOR PLAN— POWER 8c SYSTEMS SCALE: 1 /8 = 1'-0" ® POWER PLAN NOTES:I 1. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF ALL HVAC EQUIPMENT. IF CONDENSATE PUMP(S) ARE REQUIRED, TIE TO NEAREST 120V OUTLET. 2. RECEPTACLE AND TV OUTLET MOUNTED BEHIND WALL MOUNTED TV, COORDINATE EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (TV'S ABOVE BAR TO BE.ROUTED THRU D K C I T T 3. TI E HAUST FA 0 LIGH S N HI R OM. V RI Y LOC TI N IT SUPP IE P 10 T ROU 4. U L A A 0 C 0 R S D PROJECTOR, COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH–IN. 5. RECEPTACLES & COVERS TO MATCH WALL FINISHES, COORDINATE EXACT COLORS WITH ARCHITECT. 6. FROM J–BOX AT CEILING MAKE 120V. CONNECTION TO HOOD LIGHTS AND CONTROL PANEL, VERIFY EXACT LOCATION WITH HOOD SUPPLIER PRIOR TO ROUGH–IN. 7. FROM J–BOX MAKE 120V TO HEAT TRACE TO OUTHOUSE, VERIFY EXACT LOCATION WITH SYSTEM SUPPLIER PRIOR TO ROUGH–IN. 8. USB CHARGING RECEPTACLES MOUNTED HORIZONTAL (H) IN BAR SYSTEM WALL, COORDINATE EXACT WITH ARCHITECT AND BAR SYSTEM SUPPLIER PRIOR TO ROUGH–IN. 9. FROM J–BOX PROVIDE CONNECTION TO TRAP PRIMER/CIRCULATION PUMPS, VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (EACH ON SEPARATE CIRCUITS) 10. FROM J–BOXES PROVIDE 120V CONNECTION TO EACH (2) WATER HEATER, VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. (EACH ON SEPARATE CIRCUITS) 11. FROM J–BOX PROVIDE CONNECTION TO WATER SOFTENER , VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN 12. PROVIDE 208V CONNECTION TO AIR COMPRESSOR, VERIFY EXACT SIZE REQUIRED PRIOR TO ANY WORK, COMPRESSOR BY OTHERS. 13. PROVIDE 120V CONNECTION TO FRACTIONAL HP SPRINKLER SYSTEM COMPRESSOR, VERIFY EXACT SIZE WITH SUPPLIER PRIOR TO INSTALLATION. Z.\ i _I I ouTHousE [-30/2 TP -1 120 4.1 KW/298/1 0 DP -2 l WH -2 4 .... L / PP -23 P-2 TO LGT 30/ T EF -2 -- CU -1 (TIE TO CU -1) 120V 208V/1 0 '0V O�Qp ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic antic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ( NO- 56121, ; A i STATE OF - OR in t. DATE: 8.18.2017 Q VE REVISIONS 4-20-18 0 ASI 3 10-04-18 Q ASI 6 11-02-18 PROJECT NO: 16111 FLOOR PLAN POWER & SYSTEMS & NOTES E 102 V MECH EQUIP MECH EQUIP i SEAL 3 JBOX (TYP)(D_m_ TO ADDITIONAL 24"AFF i0 ji, RIGID GALV. RECEPTACLES CONDUIT (AS REQ D) �/.J---FLEX /Z� / j .� ../ BLOCKING / CONDUIT �......_. ......... //...._� .._: A S REQ D ROOF HVAC HVAC ij HVAC TO ADDITIONAL DUCT DUCT II ROOF DUCT jI RECEPTACLES FROM ELEC PANEL ROOF CURB (SEALED BY MECH) FRONT ELEVATION SIDE ELEVATION DP -14 DP -22 EFK-1 EFK-2 EFK-3 30/3/RT 30/3/RT (ROOFTOP) MECH UNIT P-36 DP -2 M M 01 RECEPTACLE DETAIL 30/3/RT M 30%3 / 30/3 RT �/ r � NO SCALE P-17 EF —5 J 3O/3/R M �Z��"T� MAU-4 ®DETAIL NOTES: K2 30/1/RT 200/3/RT i 2O8V.,30 1. CAST ALUMINUM WP JUNCTION BOX, GFI RECEPTACLE, WITH WP IN—USE P-27 EF -3 d ALUMINUM RECEPTACLE COVER INTERMATIC TYPE #WP-1010—MC. DP -13 M 2. MOUNT RECEPTACLE WHERE IT WILL NOT BLOCK ANY ACCESS PANELS OR BE 7P-13 DP -8 S GFI/WP DP -7 TIE TO P-15 OBTRUSIVE TO MAINTENANCE OF MECH EQUIPMENT. EF -1 P-15 30/1/RT 3. SEAL WITH OUTDOOR WEATHER RESISTANT 50 YEAR CLEAR SILICONE CAULK. RTU -1 4. ROUTE 1/2" FLEXIBLE METAL CONDUIT UP THROUGH RTU. COORDINATE ROUTING 100/3/RT 100/3/RT 32.7KW/2O8V.,30 WITH HVAC SUPPLIER. M GFI/WP RTU -•3 S N 35.41<W/2O8V.,30 ROOF FLOOR PLAN- ELECTRICAL SCALE: 1/8 " = 1'-0" ® POWER PLAN NOTES: 1. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS OF ALL HVAC EQUIPMENT, IF CONDENSATE PUMP(S) ARE REQUIRED, TIE TO NEAREST 12OV OUTLET. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON H LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 R. HINKLE PE 48076 (904) 264-5570 FAX:(9O4) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID ' R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET r` m Res U Cu Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd, Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC '�` , lilliiiidSleQ[iPlPiBBPBB;TP db �� a �"' �- * ♦ fd ,A s W P .•pyap 0 i 9 ! a B TATE OF 1 4 Atm® °1_Q >q+e �n og . pO DATE: 8.18.2017 ROOF PLAN - ELECTRICAL NOTES & DETAILS E 103 PANEL "P" PANEL I" PANEL "DP" K8 K5) (1<3) (K1 N 2.6 0 POS' 3/4"C. ENLARGED FLOOR PLAN- BAR SCALE: 1/4 " = 1'-0" ® BAR PLAN NOTES: 1. REFER TO KITCHEN CONSULTANT PLANS FOR EXACT LOCATIONS OF ALL KITCHEN EQUIPMENT PRIOR TO ROUGH–IN, REFER THE KITCHEN ROUGH–IN DRAWINGS. 2. COORDINATE EXACT LOCATION OF RECEPTACLES IN BACK BAR WITH ARCHITECT. f \` POS K32 K31 K30' K29 i 'Ff `It 2 3( 111 1117TV Eff.A= H " N - o- K40 K41 „' . K39 30/3/RT — — — Al 3/4"C• / I ' I ENLARGED FLOOR PLAN- KITCHEN SCALE: 1/4 " = 1'-0" ® KITCHEN PLAN NOTES: 1. REFER TO KITCHEN CONSULTANT PLANS FOR EXACT LOCATIONS OF ALL KITCHEN EQUIPMENT PRIOR TO ROUGH–IN, REFER THE KITCHEN ROUGH–IN DRAWINGS. 2. PROVIDE CORD DROP (SO CORD) WITH GFI RECEPTACLE MOUNTED IN A "BELL" BOX (CAST TYPE BOX), PROVIDE STRAIN RELIEF (MESH TYPE) ON BOTH ENDS OF SO CORD (COUPLER TYPE STRAIN RELIEF NOT PERMITTED) ENTIRE ASSEMBLE SHALL BE WEATHERPROOF AND PER NEC. VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH–IN. 3. FROM J–BOX PROVIDE WP 120V. CONNECTION TO EVAP COILS VIA MOTOR RATED SWITCH. VERIFY EXACT LOCATION WITH SUPPLIER PRIOR TO ROUGH–IN. GALVINIZED STEEL OUTLET BOX MAX GFI RECEPTACLE SEAL BASE W/ 50 YEAR SILICONE CAULK LOCK–RING THREADED COUPLING RIGID CONDUIT KITCHEN FLOOR (DRECEPTACLE BOX DETAIL NO SCALE ® FLR RECEPTACLE DETAIL NOTES: 1. VERIFY EXACT LOCATIONS OF ALL FLOOR BOX ASSEMBLIES WITH ARCHITECTURAL PLANS & FURNITURE LAYOUT PRIOR TO INSTALLATION. 2. GFI DUPLEX POWER RECEPTACLE W/STAINLESS STEEL COVER PLATE. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE 33192 ORANGE P ARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET Cu .L_ 0"*4 O n @]moos.' DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC abiassaaastttstutuaarr�:a�rr A a�•sasspp^� J ® °3d® C . n Y 999 121 a 7AT OF o •` a .yP WA v DATE: 8.18.201 2 8 201 ENLARGED KITCHEN & BAR PLANS AND NOTES E201 RS, RESET PUSHBUTTON N.O. MOMENTARY CONTACT SWITCH. LABEL 'GAS RESET' d H k... R1 R2 INTERLOCK WITH HOOD CONTROLS - N---------- t -------------------- ENCLOSURE 1 R1 120V N 0 i i N.C. GAS SOLENOID VALVE(S) Rs RESET GAS (LOSS OF POWER NO SCALE DIAGRiAM ® POWER PLAN NOTES: 1. PROVIDE ENCLOSURE WITH RELAY/CONTACTS AS REQUIRED. SUPPLY/EXHAUST FANS GAS VALVE SEE DETAIL FIRE ALARM (R RELAY PART OF KITCHEN HOOD SHUNT TRIP DEVICES KITCHEN HOOD CONTROL PANEL FIRE SUPPRESSION LIGHTS KITCHEN HOOD CONNECTION DIAGRAM NO SCALE T NOTES: 1. ALL WIRING BY ELECTRICAL CONTRACTOR (U.O.N.) 2. DETAIL IS FOR GENERAL PURPOSED ONLY. REFER TO HOOD MANUFACTURE'S INFORMATION PRIOR TO ROUGH -IN. SHUNT TRIP FCONTACT IN KITCHEN REMOTE FIRE HOOD CONTROL PANEL PULL H -FR (120V) R C N-7 L ----- ----------L MANUAL SHUNT TRIP RESET SW. BREAKERS Q TO ADDITIONAL C SHUNT TRIP CONTACTORS r� AS REQUIRED SHUNT -TRIP WIRING DIAGRAM NO SCALE T NOTES: 1. SEE PANEL SCHEDULES FOR SHUNT TRIP CIRCUITS UNDER HOOD. 2. DETAIL IS FOR GENERAL PURPOSED ONLY. REFER TO HOOD MANUFACTURE'S INFORMATION PRIOR TO ROUGH -IN. KITCHEN EQUIPMENT ELECTRICAL SCHEDULE '� -'�` SEE NOTES Z/ EQUIP. NUMBER QTY DESCRIPTION VOLTS/PH 60 HERTZ AMPS BKR KVA HP NEMA NUM ELEC AFF (in) CKT NUM CONDUCTOR NOTES K1 1 REACH -IN REFRIGERATOR 120/1 4.1 20/1 0.6 - 5-20 O3 K-1 2#12 & 1#12G -1/2"C. 2#12 & 1#12G -1/2"C. K2 1 WALK-IN COOLER 208/3 21.8 30/3 7.8 - DISC ROOF DP -2 3#10 & 1#10(G) -3/4"C. 2#12 & 1#12G -1/2"C. K3 1 ELECTRIC BOILER 208/3 90 100/3 28.9 - DIRECT O3 K-2 3#3 & 1 #8(G)-1 1/4"C. 2#12 & 1#12G -1/2"C. K5 1 GAS BRAISING PAN 120/1 5.0 20/1 0.6 - 5-20 ® K-5 2#12 & 1#12G -1/2"C. 2#12 & 1#12G -1/2"C. K8 1 GAS RANGE 120/1 5.9 20/1 0.7 1/2 5-20 O3 K-9 2#12 & 1#12G -1/2"C. 2#12 & 1#12G -1/2"C. K11 1 HOLDING CABINET 120/1 16.0 20/1 1.9 - 5-20 O3 K-13 2#12 &-1#12G-1/2"C. 2#12 & 1#12G -1/2"C. K16 1 REACH -IN REFRIGERATOR 120/1 7.6 20/1 0.9 1/3 5-20 5-20 K-17 2#12 & 1#12G -1/2"C. 2#12 & 1#12G -1/2"C. K18 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea O3 K-10 K-12 212 & 1 12G-1 /2"C. 2N & 1 12G -1/2"C. 2#12 & 1#12G -1/2"C. K19 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea O3 K-14 K-16 212 & 1#12G -1/2"C. 2V2 & 1 # 12G-1 2"C. 2#12 & 1#12G -1/2"C. K20 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea ® K-18 K-20 212 & 1 12G -1/2"C. 2V2 & 1 12G -1/2"C. 2#12 & 1#12G -1/2"C. K20 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea O K-22 K-24 2 12 & 1#12G -1/2"C. 22 & 1 12G-1 2"C. K23 1 BEER SYSTEM GLYCOL PUMP 208/1. 26.4 40/2 5.5 1.5 DISC. K-19 3#8 & 1#10(G) -1"C. K26 1 SODA DISPENSER 120/1 5.0 20/1 0.6 - 5-20 O K-23 2#12 & 1#12G -1/2"C. K26A 1 ICE MACHINE (ON TOP OF SODA DISPENSER) 208/1 25 30/2 4.3 - DISC K-25 2#10 & 1#1OG-3/4"C. 98 2 TEA BREWER 120/1 8.Oea 20/1 1.Oeo - 5-20ea O3 K-26 K-28 2#12 & 1#12G -1/2"C. 2#12 & 1 # 12G-1 2"C. 98 1 POINT OF SALE 120/1 2 20/1 0.5 - 5-20 0 K-29 2#12 & 1#12G -1/2"C. 90 1 PREP STATION 120/1 3.5 20/1 0.4 1/5 5-20 O3 K-31 2#12 & 1#12G -1/2"C. K31 1 THREE WELL HOT WELL (FIELD CONVERT TO 10) 208/1 12.9 20/2 2.7 - DISC. O K-33 3#12 & 1#12G -1/2"C. K32 1 CARVING STATION 120/1 6.3 20/1 0.75 - 5-20 K-30 2#12 & 1#12G -1/2"C. K33 1 CARVING STATION 120/1 6.3 20/1 0.75 - 5-20 K-32 2#12 & 1#12G -1/2"C. K34 1 THREE WELL HOT WELL (FIELD CONVERT TO 10) 208/1 12.9 20/2 2.7 - DISC. O K-34 3#12 & 1#12G -1/2"C. K35 1 PREP STATION 120/1 3.5 20/1 0.4 1/5 5-20 O3 K-37 2#12 & 1#12G -1/2"C. K36 1 POINT OF SALE 120/1 2 20/1 0.5 - 5-20 K-29 2#12 & 1#12G -1/2"C. K37 1 FREEZER CABINET 120/1 5.2 20/1 0.6 1/3 5-20 O3 K-38 2#12 & 1#12G -1/2"C. 98 1 UNDER COUNTER REFRIGERATOR 120/1 5.1 20/1 0.6 1/3 5-20 O3 K-43 2#12 & 1#12G -1/2"C. 99 1 SAUSAGE PRESS 208/3 3.7 15/3 1.33 3/4 DISC O3 K-44 3#12 & 1#12G -1/2"C. 90 1 VACUUM PACKING MACHINE 120/1 5.0 20/1 0.5 - 5-20 O3 K-45 2#12 & 1#12G -1/2"C. 0 1 BENCH MIXER 120/1 6 20/1 0.7 1/2 5-20 0 K-47 2#12 & 1#12G -1/2"C. K47 1 DISH WASHER (VERIFY) 208/3 6 F60/3FO.7 1/2 DISC DP -1 3#4 & 1#10G-1 1 /4"C. ►-v BAR EQUIPMENT ELECTRICAL SCHEDULE U '� '� SEE NOTES EQUIP. NUMBER QTY DESCRIPTION VOLTS/PH 60 HERTZ AMPS BKR KVA HP NEMA NUM ELEC AFF (in) CKT NUM CONDUCTOR NOTES 64 1 MUG CHILLER 120/1 6.2 20/1 0.7 1/3 5-20 59418 K-49 2#12 & 1#12G -1/2"C. SPELL JR. B8 1 BACK BAR COOLER 120/1 5.5 20/1 0.7 1/4 5-20 0 K-50 2#12 & 1#12G -1/2"C. 69 1 MUG CHILLER 120/1 6.2 20/1 0.7 1/3 5-20 O3 K-52 2#12 & 1#12G -1/2"C. B14 1 BACK BAR COOLER 120/1 5.5 20/1 0.7 1/4 5-20 0 K-51 2#12 & 1#12G -1/2"C. B15 1 UNDER COUNTER BLENDER STATION 120/1 5.0 20/1 0.6 - 5-20 O3 K-53 2#12 & 1#12G -1/2"C. B18 1 POINT OF SALES (POS) 120/1 1.8 20/1 0.2 - 5-20 K-54 2#12 & 1#12G -1/2"C. B21 1 BACK BAR COOLER 120/1 5.5 20/1 0.7 1/4 5-20 K-55 2#12 & 1#12G -1/2"C. B22 1 POINT OF SALES (POS) 120/1 1.8 20/1 0.2 - 5-20 O3 K-54 2#12 & 1#12G -1/2"C. B25 1 BACK BAR COOLER 120/1 5.5 20/1 0.7 1/4 5-20 0 K-56 2#12 & 1#12G -1/2"C. B27 1 MARGARITA MACHINE 120/1 15 20/1 1.8 - 5-20 0 K-62 2#12 & 1#12G -1/2"C. T KITCHEN SCHEDULE NOTES: 1. SCHEDULE IS FOR "REFERENCE ONLY" VERIFY WITH OWNER FOR UP-TO-DATE SELECTIONS AND ADDITIONAL ELECTRICAL REQUIREMENTS. 2. CONTRACTOR SHALL OBTAIN KITCHEN EQUIPMENT DRAWINGS AND INCLUDE ALL CONNECTION DETAILS AND REQUIREMENTS IN BID. 3. COORDINATE EXACT ELECTRICAL REQUIREMENTS/LOCATIONS, AND MOUNTING HEIGHTS OF POWER PLUGS/JBOXES WITH OWNER'S KITCHEN VENDOR PRIOR TO ROUGH -IN. 4. ALL RECEPTACLES AND OUTLETS ARE 18" AFF UNLESS OTHERWISE INDICATED. FIELD VERIFY MOUNTING HEIGHTS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. 5. PER NEC 210.8(B); ALL RECEPTACLES AND OUTLETS INSTALLED IN KITCHENS SHALL HAVE GFI PROTECTION. RECEPTACLES THAT ARE NOT READILY ACCESSIBLE, OR BLOCKED BY LARGE EQUIPMENT, SHALL HAVE GFI CIRCUIT BREAKERS. 6. PROVIDE SEALTIGHT FLEX AND MAKE ALL FINAL CONNECTIONS FROM JBOX STUB -OUT TO KITCHEN EQUIPMENT. VERIFY BREAKER IN ELECTRICAL PANEL IS LOCK -OUT TYPE. 7. PROVIDE ALL EQUIPMENT LOCATED UNDER HOOD(S) WITH SHUNT TRIP TYPE CIRCUIT BREAKER AND CONNECT TO HOOD CONTROLS AS REQUIRED. 8. PROVIDE WIRING AS REQUIRED BY EQUIPMENT MANUFACTURER FROM EXHAUST AND SUPPLY FANS ON ROOF TO HOOD CONTROL PANEL.. 9. SEE 'PANEL SCHEDULE(S)' FOR BREAKER AMPS/VOLTAGE TO DETERMINE RECEPTACLE SIZE/CONFIGURATION. POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P H ORANGE P ARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET dL r00 LL. We m DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC STATE OF A- '61,157 " R... DATE: KITCHEN SCHEDULE NOTES & DETAILS E 301 6111 N uj uj PANELBOARD GROUNDING ELECTRODE (NEUTRAL) BUS EQUIPMENT GROUNDING BUS 6 AWG GROUNDING BUSBAR(S) 76 3/4" x 1OFT 7 6 CU CLAD GROUND �72EXOTHERMIC RODS (TYPICAL) 3 WELD (TYP) a SLAB/GRADE �1 6 I I - MIN 20FT #3/0 BARE CU _ ENCASED IN BLDG MIN 2"THICK FOOTING j20FT MIN IN DIRECT I I CONTACT WITH EARTH I I METALLIC UNDERGROUND WATER PIPE KWH METER SYSTEM GROUNDING DETAIL ® GROUNDING DETAIL NOTES: NO SCALE 1. EQUIPMENT GROUNDING CONDUCTOR (GND) -REFER TO POWER RISER FOR WIRE SIZE. 2. ALL SERVICE GROUNDING CONNECTIONS SHALL BE DONE WITH EXOTHERMIC WELDS. 3. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 10 OHM MAXIMUM RESISTANCE IS ACHIEVED, IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET SPECIFIC VALUE. 4. GROUNDING ELECTRODE CONDUCTOR (NEUTRAL) - REFER TO POWER RISER FOR WIRE SIZE. 5. MAIN BONDING JUMPER SIZE PER NEC 250-66. 6. #4 AWG GROUNDING ELECTRODE CONDUCTOR. 7. GROUNDING ELECTRODE CONDUCTOR PER NEC TABLE 250.66 4#1 & 1 #6(G)-1 1/4"C. ROOF PANEL- K LABEL "EMERGENCY POWER OFF" SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 225 AMP, MAIN LUGS LOCATE PER FIRE MARSHALL FIN CLG TOP TOP FEED 22K AIC SERVING VERTICAL 7 2 -SECTION PANEL PHASE CKT SERVING AWG SIZE KVA AMP. LOAD CK PHASE CK A B C AMP KVA AWG LOAD SIZE SERVING REC- REACH -IN REF K1 12 0.6 20 1 2 100 28.9 3 1 ELEC BOILER K3 **SHUNT TRIP DEVICE** 12 N/A 20 3 ^ 4 10 ? U -1M - N J N LABEL "OUTSIDE PATIO LGT" REC- BRAISING PAN K5 12 0.6 20 5 6 w 20 5 _ 20 **SHUNT TRIP DEVICE** 12 N/A 20 7 8 20 N/A 12 **SHUNT TRIP DEVICE** REC- GAS RANGE K8 12 0.7 20 9 10 20 1.0 12 REC- HOLDING CAB K18 **SHUNT TRIP DEVICE** 12 N/A 20 11 r. 12 20 1.0 12 REC- HOLDING CAB K18 REC- HOLDING CAB K11 12 1.9 20 13 14 20 1.0 12 REC- HOLDING CAB K19 **SHUNT TRIP DEVICE** 12 N/A 20 15 16 20 1.0 12 REC- HOLDING CAB K19 REC- REACH -IN REF K16 12 0.9 20 17 18 20 1.0 12 REC- HOLDING CAB K20 GLYCOL PUMP K23 8 4.5 40 19 ^ 20 20 1.0 12 REC- HOLDING CAB K20 CLEAR OF ANY OBSTRUCTIONS SUCH AS; ROOF TOP EQUIP/PARAPET WALLS ETC. CONNECT FOR m■����■�► 22 20 21 22 20 1.0 12 REC- HOLDING CAB K2 SODA DISPENSER K26 12 0.5 20 23 24 20 1.0 12 REC- HOLDING CAB K22 ICE MACHINE 10 4.3 30 25 26 20 1.0 12 REC- TEA DISP. K28 20 0.7 12 RECEPT- N. PATIO TV 27 28 20 1.0 12 REC- TEA DISP. K28 POS K36 K29 12 0.4 20 29 30 20 0.7 12 REC- CARVING STATION K32 PREP TABLE CK DO 12 0.4 20 31 32 20 0.7 12 REC- CARVING STATION K33 THREE WELL HOT WELL K31 12 2.7 20 33 34 20 2.7 12 THREE WELL HOT WELL K34 m■■� 35 36 ' • m ra-1V1'�IiC.�� -iim Yme PREP TABLE K35 12 0.4 20 37 38 20 0.6 12 FREEZER CABINET K37 SPACE ONLY 20 ■■® '� 42 20 40 m■■■■ **SUNT -TRIP DEVICE** KVA LOAD- 30.6 SPACE ONLY SPACE ONLY `► ,► Elim = 33.6KVA CONNECTED) 41 1- 42 SURF m■■■E, SPACE ONLY 4 W, KVA LOAD- *** SEE DEMAND (SECT 1: 23.5KVA + SECT 2: 61.5KVA FEED = 85.OKVA CONNECTED) PANEL- K ■� SURF MOUNTED 208Y/120VV, 3 PH, 4 W, 225 AMP, MAIN LUGS GAS WATER HEATERS ■- ��■�, ■■ M TOP FEED 22K AIC 0.2 VERTICAL 2 -SECTION PANEL GAS WATER HEATERS SERVING AWG KVA AMP SIZE LOAD CKT PHASE CKT A B C AMP KVA AWG LOAD SIZE SERVING 12 UNDER CABINET REF K38 12 0.6 20 43 44 15 1.3 12 SAUSAGE PRESS K39 VACUUM PACKING K40 12 0.5 20 45 - 46 20 0.4 12 SPARE BENCH MIXER K41 12 0.7 20 47 48 SPARE MUG CHILLER B4 12 0.7 20 49 50 20 0.7 12 BACK BAR COOLER B8 BACK BAR COOLER B4 12 0.7 20 51 ^ 52 20 0.7 12 MUG CHILLER 69 BLENDER STATION B15 12 0.6 20 53 '� ^ 54 20 0.4 12 POINT OF SALE B18 B22 BACK BAR COOLER 221 12 0.6 20 55 56 20 0.6 12 BACK BAR COOLER B25 CORD DROP 12 0.5 20 57 58 20 0.4 12 KITCHEN HOOD (LGT) 20 CORD DROP 12 0.5 20 59 60 20 1.0 12 COOLER LIGHTS/ASSOC EVAP COIL 12 1.0 20 61 62 20 1.8 12 MARGARITA MACHINE 627 EVAP COIL 12 1.0 20 63 64 20 SPARE SPARE 20 65 66 20 20 67 68 20 75 20 69 ^ 70 20 77 78 20 71 72 20 RECEPT- GEN/DINING 12 0.7 20 73 74 20 81 - PROJECTORS 12 1.0 20 75 76 20 1.0 12 AIR COMPRESSOR 84 - DINING USB 12 1.4 20 77 78 20 0.2 12 FACP CIRC PUMP CP -1 12 0.2 20 79 .. 80 20 0.7 12 RECEPT- OFFICE/FSC CIRC PUMP CP -2 12 0.2 20 81 82 20 0.9 12 RECEPT- RESTROOMS/TV WATER SOFTENER 12 0.2 20 83 84 20 0.4 12 - TBB KVA LOAD- 23.5 ***COMMERCIAL KITCHEN EQUIP 6 & OVER; [65% DF x 75.8KVA = 49.31 + ALL OTHER LOADS 9.2KVA = [58.5KVA DEMANDI %��PHOTOCELLQ EXTERIOR MANAGES OFFIf'E LABEL "EMERGENCY POWER OFF" SURF • I BREAK GLASS TYPE PUSH BUTTON WIRE GUTTER ®CEILING LOCATE PER FIRE MARSHALL FIN CLG TOP FEED 22K AIC (VERTICAL 2 -SECTION) FEED-THRU LUGS SERVING AWG 7 CKT PHASE CKT AMP 5 (4 -POLES) WP qP4 SIZE O -- TC INTERIOR LIGHTS I D K P UTILITY COMPANY UTILITY CO o o . 20 TR_A__N_SF_ORMER METER F I F ID P-7 _ ----------. -- w w 10 ? U -1M - N J N LABEL "OUTSIDE PATIO LGT" 08Y 120 3PH 4W a a 0/S PORCH CK w 20 5 _ 20 0.2 CT's 1ST FLOOR 0/S 12 GRADE. -- ------ ---- p ° �° m PROVIDE CONNECTION TO 20 0.2 ON I PYLON SIGN, VERIFY LOCATION SPARE P-21 PRIOR TO ROUGH -IN. 9 10 20 0.7 12 LGT- SMOKER LGT- BAR #10 0.7 20 11 12 UTILITY CO PRIMARY SEE 'ELEC SITE PLAN'( --&--J) ``------------------------- 3 ---- (SEE #3/0 SYSTEM GND GND DETAIL) LGT- PATIO SERVICE ENTRANCE GROUNDING 12 0.4 20 (PER UTILITY CO) .� 14 20 RISER NOTES: '! LGT- NORTH PATIO ROOF EXH FAN (EF1,3) 1. TRENCH AND INSTALL CONDUITS/PULLWIRE/XFMER PAD/GROUND AS REQUIRED BY ELEC UTILITY CO, 1.8 20 15 SEE 'ELEC SITE PLAN'. 20 0.8 12 2. PER ELEC UTILITY CO REQUIREMENTS PROVIDE FROM ELEC UTILITY CO XFMR POWER RISER 12 0.5 CONDUIT/CONDUCTORS/METER SOCKET/POST/SUPPORTS/METER ADDRESS LABEL. . 17 18 20 3. PROVIDE 2 SETS: 4- #600 MCM, IN 4"C. NO SCALE LGT- KITCHEN/RESTROOM DISHWASHER HOOD (LGT) 4. PROVIDE 4#4/0 & 1#4(G)-2 1/2"C. 0.1 20 19 5. TIMESWITCH/PHOTOCELL. 4 -POLE (1P -CONTROLS CONTACTOR C1, 2P -CONTROLS PYLON SIGN, 20 , ■:AHU/CU-1 ��s 3P -CONTROLS CONTACTOR C2, 4P -SPARE) WITH PHOTOCELL MOUNTED ON THE ROOF FACING NORTH aim 10 1.5 CLEAR OF ANY OBSTRUCTIONS SUCH AS; ROOF TOP EQUIP/PARAPET WALLS ETC. CONNECT FOR m■����■�► 22 20 OPERATION VIA TIMECLOCK, 12 SPARE 6. 6 -POLE, 30A.,120V LIGHTING CONTACTOR C1, CONTROLLED BY TIME CLOCK. (POLES 1 & 2) 20 23 ^ 7. COMBINE HOMERUNS IN WIRE GUTTER AND EXTEND WIRING TO PANEL IN 2"C. QUANTITY AS REQUIRED. 20 0.5 12 WIRE GUTTER TO BE MOUNTED ABOVE CEILING. 8.18- POLE.,30a.,120V LIGHTING CONTACTOR C2, CONTROLLED BY TIME CLOCK (POLE 3) Cl C I PANEL- P SURF • 3 PH, TV:•• 125 AMP, MAIN LUGS TOP FEED 22K AIC (VERTICAL 2 -SECTION) FEED-THRU LUGS SERVING AWG KVA AMP CKT PHASE CKT AMP KVA AWG SERVING SIZE LOAD A B C SITE 8 1.5 20 1 '� 2 2 1.2 12 LGT/REC OUTHOUSE FLGT- 0/S BLDG 10 1.5 20 3 '� 4 20 0/S PORCH 10 1.5 20 5 6 20 0.2 12 0/S 12 M_ = INN _MM ME m m 20 0.2 ON SPARE 20 9 10 20 0.7 12 LGT- SMOKER LGT- BAR 12 0.7 20 11 12 20 0.5 12 LGT- PATIO REC-ROOF 12 0.4 20 13 ^ .� 14 20 1.1 12 LGT- NORTH PATIO ROOF EXH FAN (EF1,3) 12 1.8 20 15 16 20 0.8 12 LGT- SERVERY DISHWASHER EFK-5 12 0.5 20 17 18 20 1.6 12 LGT- KITCHEN/RESTROOM DISHWASHER HOOD (LGT) 12 0.1 20 19 20 20 , ■:AHU/CU-1 ��s RECEPT- BAR TV aim 10 1.5 20 m■����■�► 22 20 0.4 12 SPARE 20 23 ^ ` 24 20 0.5 12 20 25 26 20 1.4 12 RECEPT- BAR USB EF -1 12 3.6 15 27 28 20 0.7 12 RECEPT- N. PATIO TV ON 29 ^ 30 20 0.9 12 ,► iii«.� 31 ^ 32 m�'��i■�► 0.9 12 - SMOKER **SUNT -TRIP DEVICE** 12 •OUSE)Q7• 20 ■m�l� ^ 34 20 0.5 �� ��' EF -2 ■■ 2.5 " 35 36 11 15 2.5 12 EF -3 m■■� 37 38 ' • m ra-1V1'�IiC.�� -iim Yme ® �■ ®■■■ **SUNT -TRIP DEVICE** IN ■m 20 ■■® '� 42 20 m■■■■ **SUNT -TRIP DEVICE** KVA LOAD- 30.6 `► ,► Elim = 33.6KVA CONNECTED) mi® SURF m■■■E, 3 PH, 4 W, 125 AMP, MAIN LUGS ' Im®® FEED 22K AIC (VERTICAL 2 -SECTION) ■� W®■■ CKT PHASE CKT A B C AMP KVA AWG LOAD SIZE ' ' GAS WATER HEATERS ■- ��■�, ■■ M ■■ m 20 0.2 m■■■ TAMPER/FLOW GAS WATER HEATERS ■■■- 0.2 20 45 �� i��m 1.6 12 HEAT TRACE ■. _� mei■ 1.1 20 ■���, 48 20 0.4 12 REC.- AV EQUIP 2 FLY FANS 12 1.1 20 49 50 20 0.4 12 PANEL- P SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 125 AMP, MAIN LUGS TOP FEED 22K AIC (VERTICAL 2 -SECTION) FEED-THRU LUGS SERVING AWG KVA AMP CKT PHASE CKT AMP KVA AWG SERVING SIZE LOAD A B C SITE 8 1.5 20 1 '� 2 2 1.2 12 LGT/REC OUTHOUSE FLGT- 0/S BLDG 10 1.5 20 3 '� 4 20 0/S PORCH 10 1.5 20 5 6 20 0.2 12 0/S 12 1.5 20 7 8 20 0.2 12 SPARE 20 9 10 20 0.7 12 LGT- SMOKER LGT- BAR 12 0.7 20 11 12 20 0.5 12 LGT- PATIO REC-ROOF 12 0.4 20 13 ^ .� 14 20 1.1 12 LGT- NORTH PATIO ROOF EXH FAN (EF1,3) 12 1.8 20 15 16 20 0.8 12 LGT- SERVERY DISHWASHER EFK-5 12 0.5 20 17 18 20 1.6 12 LGT- KITCHEN/RESTROOM DISHWASHER HOOD (LGT) 12 0.1 20 19 20 20 0.4 12 RECEPT- BAR TV I PYLON SIGN 10 1.5 20 21 ^ 22 20 0.4 12 SPARE 20 23 ^ ` 24 20 0.5 12 20 25 26 20 1.4 12 RECEPT- BAR USB EF -1 12 3.6 15 27 28 20 0.7 12 RECEPT- N. PATIO TV 29 ^ 30 20 0.9 12 RECEPT- KITCHEN 31 ^ 32 20 0.9 12 - SMOKER **SUNT -TRIP DEVICE** 12 - 20 33 '� ^ 34 20 0.5 12 - N. PATIO TV EF -2 12 2.5 15 35 36 11 15 2.5 12 EF -3 37 38 39 40 **SUNT -TRIP DEVICE** 12 - 20 41 '� '� 42 20 - 12 **SUNT -TRIP DEVICE** KVA LOAD- 30.6 (SECT 1: 30.6KVA + SECT 2: 3.OKVA = 33.6KVA CONNECTED) PAN EL- P SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 125 AMP, MAIN LUGS TOP FEED 22K AIC (VERTICAL 2 -SECTION) SERVING AWG KVA AMP SIZE LOAD CKT PHASE CKT A B C AMP KVA AWG LOAD SIZE SERVING GAS WATER HEATERS 12 0.2 20 43 .. 44 20 0.2 12 TAMPER/FLOW GAS WATER HEATERS 12 0.2 20 45 46 20 1.6 12 HEAT TRACE 2 FLY FANS 12 1.1 20 47 48 20 0.4 12 REC.- AV EQUIP 2 FLY FANS 12 1.1 20 49 50 20 0.4 12 SPARE 20 51 52 20 SPARE 20 53 54 20 20 55 56 20 20 57 58 20 20 59 /_11-60 20 20 61 ^ 62 20 20 63 64 20 20 65 ^ ^ 66 20 SPACE ONLY 67 ^ ^ 68 SPACE ONLY 69 ^ 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 KVA LOAD- 3.0 (ADD TO SECT 1) ® PANEL SCHEDULE(S)NOTES: 1. WIRE/BREAKER SIZES ARE FOR REFERENCE ONLY. PRIOR TO ROUGH -IN FIELD VERIFY EXACT EQUIPMENT SELECTION AND PROVIDE WIRE AND BREAKER SIZE & TYPE TO MATCH MECHANICAL EQUIPMENT REQUIREMENTS. 2. FACP CIRCUIT SHALL HAVE LOCK -OUT TYPE CIRCUIT BREAKER, MARKED RED, LABELED 'FACP CKT', & PNL/CKT ADDRESS PERMANENTLY LABELED AT FACP. EMERGENCY LTG CKTS ONLY SHALL HAVE LOCK -OUT TYPE BREAKER, MARKED RED, & LABEL 'EMERG LTG CKT'. 3. EXTEND CIRCUIT THRU CONTACTOR C1. (CONTROLLED BT TIME CLOCK POLE -1) 4. EXTEND CIRCUIT THRU TIME CLOCK (POLE -2) 5. HANDLE TIES SHALL BE USED FOR ALL BRANCH BREAKERS WHICH SHARE A NEUTRAL CONDUCTOR. MULTI -POLE BREAKERS SHALL BE PROVIDED FOR ALL 208 OR 480 LOADS HANDLE TIES NOT PERMITTED UNLESS USED FOR COMPLIANCE WITH NEC. 0-L 6. FROM SPD CIRCUIT BREAKER TO SPD DEVICE- KEEP CONDUCTOR LENGTHS TO A MINIMUM. 3 7. EXTEND BRANCH CIRCUIT THRU CONTACTOR C2. (CONTROLLED BY TIMF CI OcK PDI F-3) I ►7] 773 I I ROBER HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A P & H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -45'77 RICHARD A. S PE 59418 DAVID R. SPELLLLJR. PE 54729 PERMIT SET m O LL s U Cufn m 0 C Q DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.coni FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC a 7 I !. i � a a . ■ STATE OF r" '+sig �(iry araaauaeerrrrt.��_`�``� DATE: 8.18.2017 01 VE REVISIONS 4-20-18 ■ Q ASI 3 10-04-18 I ASI 6 11-02-18 PROJECT NO: 16111 POWER RISER, PNL SCHEDULES AND CALC. E 302 ROOF EXTERIOR SPRINKLED BUILDING r—--------------r—--------------r-1 MOUNTED ABOVE FACP P-44 WPB j I I IN AHU DUCT I ---� 75 75 . DEDICATED 120V CKT �®--- _--- _..._..._..._..._..._..._..._..._..._..._... FIRE ALARW ANNUNCIATOR ONTROL PANEL TO SECURITY PNL �•---•••— (FACP) (2) TELE LINES — — FLOOR ROOF PULL WIRE (TYP) NYLON BUSHING (TYP FINISHED CLG WALL (TYP) 1"C STUBBED—UP FOR (1) DATA DROP AND (1) MEDIA DROP (TYP UON, FIELD VERIFY HEIGHT) — COMM OUTLET — 4"x4"JBOX W/ EXTENSION RING (TYP UON) m FIRE ALARM SYSTEM RISER NO SCALE FIRE ALARM RISER NOTES: 1. FIRE ALARM RISER IS DIAGRAMMATICAL ONLY. FA DEVICES SHOWN ON DRAWINGS ARE A MINIMUM REQUIREMENT. FIRE MARSHALL HAVING JURISDICTION SHALL DICTATE FINAL QUANTITIES AND LOCATIONS OF ALL FA DEVICES. MAKE A PROVISION FOR ADDITIONAL DEVICES. 2. FACP SHALL BE INSTALLED IN AIR CONDITIONED SPACE ONLY. IT SHALL BE ADDRESSABLE & MONITORED WITH AUTODIALER. DIALER REQUIRES 2 TELEPHONE LINES AHEAD OF PBX WITH RJ31 X JACKS. 3. ALL PULL STATIONS SHALL HAVE A MAXIMUM 20OFT BETWEEN THEM. ALL HORNS SHALL HAVE DISTINCTIVE TEMPORAL (FA 3 BEEP) TONE. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED. SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE LION. PROVIDE ALL SIGNALING DEVICES AS WHITE WITH RED LETTERS. 4. DUCT SMOKE DETECTORS SHALL HAVE AHU SHUTDOWN RELAY. PROVIDE TO MECH CONTRACTOR TO INSTALL IN MECH DUCTWORK. ELEC CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO FACP. 5. WEATHER PROOF DEVICES SHALL BE PROVIDED FOR ALL OUTDOOR LOCATIONS. 6. COORDINATE LOCATION & QUANTITY OF TAMPER/FLOW SWITCHES WITH SPRINKLER FIRE PROTECTION DRAWINGS. 7. ALARM BELL SHALL BE LOCATED ON STREET SIDE OF BLDG & MOUNTED 8FT AFG. WALL (TYP) 3/4"C STUBBED—UP FOR (1) DATA DROP (TYP UON) COMM OUTLET m- 4"x4"JBOX W/ EXTENSION RING (TYP UON) j GN D 5�---�— I SECURE 4 O y -J NO SCALE x Q —�O ® BACKBOARD RISER NOTES: 1. BACKBOARD SHALL BE PLYWOOD 4'x4'x3/4" W/FIRE RETARDANT PAINT ON ALL 6 SIDES. (SMOOTH SIDE VISIBLE) 2. FLUSH MTD QUARAPLEX RECEPTACLE. 3. TELE CO'S 100 PAIR TERMINAL BLOCK. 4. SECURE TO WALL WITH ANCHOR BOLT & 1" WASHER (TYP). 5. GROUNDING BAR .WITH 5FT COILED #6AWG GREEN INSULATED CONDUCTOR IN FOR COMMUNICATIONS CO CONNECTION TO GROUND. 6. BOND #6AWG GREEN INSULATED CONDUCTOR IN 1/2"C TO SERVICE ENTRANCE ELEC SYSTEM GROUND. 7. 2— 4"PVC TO TELEPHONE CO SERVICE CONNECTION POINT. SEE 'ELEC SITE PLAN'. FIRE ALARM SYSTEM REQUIREMENTS CONTRACTOR SHALL PREPARE FIRE ALARM DRAWINGS AS REQUIRED FOR BUILDING PERMIT AND PERFORM ALL WORK IN ACCORDAN .F A-0 CRITERIA AS FOLLOWS: (A) THE PLANS SHALL BE CLEAR, WITH A SYMBOLS LEGEND, SYSTEM RISER DIAGRAM SHOWING ALL INITIATION AND NOTIFICATION COMPONENTS, AND CABLING REQUIREMENTS. INDICATE LOCATIONS WHERE FIRE RATINGS ARE REQUIRED AS DETERMINED BY THE SYSTEM'S SURVIVABILITY REQUIREMENTS. IDENTIFY THE GENERAL OCCUPANCY OF THE PROTECTED PROPERTY, AND FOR EACH ROOM AND AREA UNLESS IT IS CLEAR FROM FEATURES SHOWN. - OCCUPANCY TYPE IS BUSINESS FULLY SPRINKLERED. (B) LOCATE INITIATION AND NOTIFICATION DEVICES AND CONNECTIONS TO RELATED SYSTEMS ON THE FLOOR PLANS AND SECTIONS WHEN NEEDED FOR CLARITY. RELATED SYSTEMS INCLUDE ELEVATOR CONTROLS SMOKE CONTROL SYSTEMS, DAMPERS, AND DOORS. (C) PROVIDE STROBE INTENSITY AND AUDIBLE NOTIFICATION (SPEAKER) OUTPUT RATINGS FOR ALL NOTIFICATION DEVICES. ALL CORRIDOR DEVICES SHALL BE WALL MOUNTED. CEILING MOUNTED NOTIFICATION DEVICES IN AREAS OTHER THAN CORRIDORS ARE PERMITTED SUBJECT TO COMPLIANCE WITH PERFORMANCE BASED EQUIVALENCY CRITERIA OF NFPA 72. (D) IDENTIFY THE CLASS AND STYLE OF CIRCUITS AS LISTED IN THE NFPA 72. - FIRE ALARM SYSTEM SHALL BE CLASS B STYLE Y. (E) IDENTIFY THE FUNCTIONS REQUIRED BY THE ALARM AND CONTROL SYSTEMS INCLUDING THE TRANSMISSION OF EMERGENCY SIGNALS BEING MONITORED OR ANNUNCIATED. (F) FIRE ALARM SHALL BE ADDRESSABLE TYPE. (G) PROVIDE SURGE PROTECTIVE DEVICES AND REQUIRED PROTECTIVE FEATURES. (H) LOCATE SYSTEM DEVICES THAT ARE SUBJECT TO ENVIRONMENTAL FACTORS, AND INDICATE REQUIREMENTS FOR THE PROTECTION OF EQUIPMENT FROM TEMPERATURE, HUMIDITY OR CORROSIVE ATMOSPHERES, INCLUDING COASTAL SALT AIR. (1) THE PLANS SHALL INCLUDE A SITE PLAN OF THE IMMEDIATE AREA AROUND THE PROTECTED BUILDING, STRUCTURE OR EQUIPMENT WHEN ALARM DEVICES ARE REQUIRED OUTSIDE THE STRUCTURE. (J) IN BUILDINGS WERE SMOKE DETECTION WILL BE OBSTRUCTED BY WALLS, BEAMS OR CEILING FEATURES, THE ENGINEER OF RECORD SHALL PROVIDE APPLICABLE DESIGN AND DETAILS TO DIRECT THE INSTALLER TO MITIGATE THE OBSTRUCTIONS. IN BUILDINGS WITH SMOKE DETECTION UNDER A PITCHED ROOF, THE PLANS SHALL INDICATE THE ROOF PITCH AND A BUILDING SECTION SHALL BE PROVIDED AS PART OF THE ENGINEERING DESIGN DOCUMENTS. (K) FIRE DETECTION SYSTEMS UTILIZING SMOKE DETECTION IN SITUATIONS WHERE SMOKE STRATIFICATION IS ANTICIPATED, THE DESIGN SHALL PROVIDE THE NECESSARY CRITERIA TO MITIGATE THE DETECTION PROBLEMS. (L) SYSTEMS DESIGNED USING PERFORMANCE BASED CRITERIA SHALL BE IDENTIFIED AND REFERENCED TO DESIGN GUIDES OR STANDARDS APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION CONSISTENT WITH STANDARDS ADOPTED BY THE APPLICABLE (CURRENT) FLORIDA FIRE PREVENTION CODE AND THE FLORIDA BUILDING CODE (2010). (M) THE SYSTEM DESIGN MUST INDICATE IF THE SYSTEM IS TO PROVIDE A GENERAL EVACUATION SIGNAL OR A ZONED EVACUATION FOR ALL HIGH-RISE BUILDINGS OR MULTI -TENANTED PROPERTIES AS DEFINED IN THE FLORIDA BUILDING CODE (2007). - SYSTEM SHALL PROVIDE A GENERAL EVACUATION SIGNAL, NO ZONED NOTIFICATION. (N) WIRING REQUIREMENTS FOR UNDERGROUND, WET LOCATIONS, CAMPUS STYLE WIRING, PROTECTION AGAINST DAMAGE AND BURIAL DEPTH SHALL BE SPECIFIED OR INDICATED ON THE ENGINEERING DESIGN DOCUMENTS. (0) REQUIREMENTS FOR OPERATIONS AND MAINTENANCE PROCEDURES, MANUALS, SYSTEM DOCUMENTATION, AND INSTRUCTION OF OWNER'S OPERATING PERSONNEL, AS NEEDED TO OPERATE THE SYSTEMS AS INTENDED OVER TIME. OPERATIONS AND MAINTENANCE SHALL BE PROVIDED PER PROJECT SPECIFICATIONS. BUILDING INFORMATION GENERAL DESCRIPTION: OCCUPANCY TYPE: E SINGLE STORY ASSEMBLY FULLY SPRINKLERED DOES STRUCTURE HAVE AUTOMATIC SPRINKLER SYSTEM? ❑ NO ❑ PARTIAL FULL APPLICABLE CODE SUMMARY: 2014 FLORIDA BUILDING CODE 5TH EDITION (2014) 5TH EDITION FLORIDA FIRE PREVENTION CODE 2012 NFPA 101 — LIFE SAFETY CODE 2010 NFPA 72 — NATIONAL FIRE ALARM AND SIGNALING CODE. 2011 NFPA 70 — NATIONAL ELECTRIC CODE PERMIT SET a ff 070 wee U C 00 4_4 cu Q DES IGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC +,��`�}�aaac,aaaaaaaaaaarsrEP�� 6121 s 2 SATE O 7 8 2017 A f r=mst NO. PROJECT NO: 16111 ELECTRICAL DETAILS AND NOTTES E401 POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 1409 KINGSLEY AVENUE, BLDG 12A GALTON p & H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 2.78-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET a ff 070 wee U C 00 4_4 cu Q DES IGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC +,��`�}�aaac,aaaaaaaaaaarsrEP�� 6121 s 2 SATE O 7 8 2017 A f r=mst NO. PROJECT NO: 16111 ELECTRICAL DETAILS AND NOTTES E401 A" LIGHTING FIXTURE SCHEDULE 000 4 5 6 MARK L1 DESCRIPTION LED 5" DOWNLIGHT, WHITE BAFFLE MANUFACTURER (OR APPROVED EQUAL) EATON# ML5612827-593WB-H5501CAT VOLT 120 LAMPS INPUT WATTS 17.5 MTG/INSTALLATION (UNLESS INDICATED 01HERMSE) FLUSH IN GRID/GYP NOTES QTY 1 TYPE LED GND L2 LED 2X4 LAY -IN, ACRYLIC LENS EATON#24GR-LD5-64-F1-UNV-L830-CD1-U MW MILLWORK RTU 1 LED 51 FLUSH IN GRID TELEPHONE BACKBOARD L3 LED 2X4 LAY -IN, ACRYLIC LENS W/GASKET EATON#24GR-FA-LD5-64-F1-UNV-L830-CD1-G2-U SURGE PROTECTION DEVICE UH 1 LED 51 FLUSH IN GRID WEATHERPROOF L4 LED 1X4 STRIP, ACRYLIC LENS EATON #4SNLED-LD5-44SL-LW- UNV-L830-CD1-U/AYC-CHAIN SET 1 LED 30 CHAIN/CLG L5 LED TAPE LGT, 27K, IN CHANNEL TUBE LIGHTING# DSH-24V-W27-CHANNEL-XFORMER 120/24V 1 LED 1.5ft CLEAR CHANNEL O5 L6 LED W/2 MULTI -DIRECTIONAL FLUSH, WHITE AMERLUX# HORNET-HP-R/SR-FRAME-2-LED-UNV-0-10V/HORNET-HP-R-TRIM-A14-2-16-LED-X-UNV-WF-X-27-0-10V 120 2 LED 33 FLUSH IN GYP O5 L7 INCAND, WALL SCONCE, BRONZE FINISH RESTORATION HARDWARE # Modern Picture Light Sconce 18"; FINISH: BRONZE; ITEM #: 68450034 2 "T10" BULBS 50 WALL L8 INCAND. WALL SCONCE, WIRE CYLINDER & PULLEY SHADES OF LIGHT# SKU: SC15124, Wire Cylinder Wall Lamp With Pulley, Finish: Bronze; 1 "T10" ANTIQUE 60 WALL L9 LED TRACK SYSTEM WITH HEADS AS SHOWN HALO# L1806 (HEAD) WITH POWER-TRAC IN LENGTH AS SHOWN 1 PAR 20 50 SURFACE ON CLG O5 L10 LED CYLINDER PENDANT MOUNTED, BLACK SPECTRUM #SPC0609INC-PA38-BB-HMZT-GB-LEDPAR38DIMMABLE: LAMP 1 PAR38-LED 17 PENDANT L11 LED WIRE MESH DRUM PENDANT, BRONZE LUMEN# LIT -MESH TEST DRUM PENDANT; VARALUZ; FINISH: NEW BRONZE; ITEM: VLZ530508 4 "A" LED 50 PENDANT L12 INCANDESCENT SCONCE KEYLESS LAMP HOLDER SCHOOLHOUSE ELEC# U/1 SCONCE; NATURAL BRASS WITH GBO-15 CLEAR BULB + OWNER FURNISHED GLASS JAR GLOBE 1 G80-15 CLEAR 100 WALL L13 LED SWING ARM WALL SCONCE, PATINA NICKEL RESTORATION HARDWARE#ATELIER SWING -ARM WALL SCONCE, 5° DIAM. EXTENSION 30"H, PATINA NICKEL; #Ii8450009 PNCK 1 LED 17 WALL L14 LED GROUND MOUNTED BULLET, BLACK VISTA PROFESSIONAL# 1043-8-NS-27-C-MV-DIMMING-FS/OUTDOOR RATED JBOX IN CONCRETE WITH HUB TO ACCEPT %' FPT 1 LED 9 GROUND (CONCRETE PAD) O5 L15 LED TAPE LIGHT, 27K, IN CHANNEL (WP) TUBE LIGHTING# DSHWL-24V-W27- CHANNEL- XFORMER 120/24V 1 LED 1.5ft CLEAR CHANNEL O5 L16 LED 6' PENDANT, COOKERS, MATTE BLACK TROY LIGHTING# CLASSIC; 2-RS16-X-MB-C-FG; MOUNT: 2HS6-MB 120 1 "A" LED 12.5 PENDANT L17 LED (CUSTOM) WALL SCONCE TROY LIGHTING# BRLMSUB-0103-MB; MATTE BLACK 1 "A" LED 12 WALL L18 LED TWIN FLOOD LIGHT, BRONZE EATON# FTR1740L; BRONZE TWIN LED FLOODLIGHT 2 LED 31 SOFFIT L19 NOT USED L 0 E B LLT TY P C N C 0 R 2 0- 5 1 -1 - - 25 - OB -L D A P 1 L D 5 ROUND/PLAN ER 6 L21 LED ADJUSTABLE ACCENT FLOOD VISTPRO# 1080-B-CFR-M-120-W-LF9FL 1 LED 9 GROUND L22 LED WALL PACK, BRONZE EATON# XTOR213 1 LED 18 WALL L23 LED DIRECTIONAL WALL SCONCE EATON# 303-W1-LEDB2-3000-UNV-T2-DIMELV-XX-LCF 1 LED 15.5 WALL L24 DECORATIVE LED STRING LIGHTS PRIMUS# DSW-24-120-PLED-G16.5F-3.5W-27K-DSH4; FINIISH: ACID ETCHED; WET LOCATION MOUNTING 18 3.5w LED 63 STRING MOUNTED O5 L25 LED UP/DN COLUMN EXTERIOR DELTA LIGHT# 6-225-20-18202-N 1 LED 21 COLUMN L26 LED 12" WALL SCONCE REJUVENATION# CARSON 12" WALL SCONCE; #A7233; FINISH: MATTE BLACK & POLISHED COPPER 1 LED 12 WALL L27 LED WALL WASHER UP/ACCENT FLOOD VISTPRO# 1045 -8 -WF -27 -C -MV -ND -BD 1 LED 25.7 GROUND O5 L28 LED ROUND WALL SCONCE TERON LIGHTING #AH-L33.6-UNV-GRL-XX-30K 1 LED 33.5 WALL L29 LED SHADE ARM MOUNTED ON POLE TROY# 3RH2O-LEDI8-MB-C/ARM (MOUNTED ON 6X6 WOOD POLE); MOUNT: 3 -A18 -MB -C 1 LED 18 6X6 WOOD POLE L30 LED 6" ROUND CYLINDER, BLACK SPECTRUM LIGHTING#SPC06091NC-PA30- BB- WM- GB- LEDPAR30DIMMABLE LAMP 1 PAR30-LED 11 WALL L31 MINI LIGHT PENDANT W/EDISON BULBS LAMPSPLUS.COM# EUROPA 1910 EDISON BULB BRONZE MULTI LIGHT PENDANT - STYLE # X9874 -3F-)97 8 40W EDISON 320 PENDANT 0 F1 EA I I 66" WINDMILL TYPE CEILING FAN COMBO EXIT SIGN/EGRESS, 90 MIN. BATTERY, BLACK I THE ORIGINAL WINDMILL CEILING FAN S#GALVANIZED/SILVER WINDMILL CEILING FAN; 66" BEGHELLI# BRZ SERIES 7 I V 1 1 N/A LED 50 0.5 CEILING CEILING O7 v 1,4 U I t�,: 1. EMERGENCY LIGHTING REQUIREMENTS: WHERE 'SYMBOL HALF SHADED' OR 'NL' IS INDICATED, PROVIDE FIXTURE WITH BUILT-IN EMERGENCY BA"FTERY UNIT FOR EMERGENCY LIGHTING (1100 LUMEN MIN. FOR 4FT LAMPS). FOR LED FIXTURES, PROVIDE INVERTER TO OPERATE FIXTURE AT FULL LUMEN OUTPUT. INVERTEFl; SHALL BE SIMILAR TO BODINE #ELI -S-25 AND SHALL BE SIZED AS REQUIRED FOR FIXTURE INPUT WATTAGE(S). BATTERY OPERATED DOWNLIGHTS SHALL BE PROVIDED WITH FACTORY INSTALLED INTEGRAL PUSH TO TEST BUTTON MOUNTED IN TOP OF FIXTURE REFLECTOR. CONNECT TO OPERATE AS FOLLOWS: 'HALF SHADED'- CONNECT FIXTURE TO OPERATE WITH SWITCH AND BATTERY/INVERTER TO OPERATE FI>(TURE UPON BRANCH CIRCUIT FAILURE. 2. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS WHICH REMOVES POWER TO FIXTURE BALLAST. 3. ALL METAL HALIDE LAMPS SHALL BE PROVIDED WITH (EOL) END -OF -LIFE PROTECTION. 4. PROVIDE PROGRAMMED START BALLAST (TO MAXIMIZE LAMP LIFE) FOR ALL T5 AND T5HO LAMP BALLASIS AS MANUFACTURED BY ADVANCE, PHILLIPS SYLVANIA OR EQUAL. 5. PROVIDE TRANSFORMER/DRIVER TO MATCH FIXTURE, CATALOG NUMBERS GIVEN MAY NOT CONTAIN ALL PARTS & PIECES REQUIRED. CONTRACTOR TO INCLUDE ALL PARTS REQUIRED FOR A FULLY FUNCTIONING FIXTURE INCLUDING (BUT NOT LIMITED TO) HOUSINGS, TRIMS, REFLECTORS, BALLAST, TRANSFORMER(S), DRIVERS, LAMPS etc... 6. IN-ADDITON DIMMER SWITCHES SHALL BE COMPATIBLE WITH FIXTURE PROVIDED. PROVIDE LED TYPE SCREW-IN LAMP SIMILAR TO PHILIPS EnduraLED SERIES OR EQUAL. LAMP SHALL BE D�MMABLE DIMMER SWITCHES SHALL BE COMPATIBLE WITH FIXTURE PROVIDED. 7. FAN J -BOX TO SUPPORT 100lbs MIN ELECTRICAL LEGEND POLE MOUNTED FIXTURE 8 WALL MOUNTED FIXTURE (WALLPACK) (1] BULLET/TRACK LIGHT P::S EMERGENCY BATTERY LIGHT eOn COMBO EXIT SIGN/EGRESS LIGHTS 2X4 FLUORESCENT FIXTURE ® STRIP LIGHT FLUORESCENT OR LED DOWNLIGHT WALL MOUNTED FIXTURE PENDANT MOUNTED FIXTURE J CEILING FAN J -BOX LOW VOLTAGE CIRCUIT/CONDUIT CIRCUIT/CONDUIT UNDERFLOOR/GRADE CIRCUIT/ CONDUIT BRANCH CIRCUIT HOMERUN SWITCH SINGLE POLE DIMMER SWITCH $LV LOW VOLTAGE DIMMER CONTROL- SEE DETAIL 1� SWITCHBANK DESIGNATED (SEE LTG PLAN) MOTOR RATED SWITCH MOTION SENSOR SWITCH OS CEILING MOUNTED OCCUPANCY SENSOR ABBREVIATIONS AFF ABOVE FINISHED FLOOR/GRADE AHU AIR HANDLER UNIT COMM COMMUNICATIONS EF EXHAUST FAN EWC ELECTRIC WATER COOLER GFI GROUND FAULT INTERRUPT GND GROUND DP DISTRIBUTION PANEL MW MILLWORK RTU ROOF TOP UNIT SF SUPPLY FAN TBB TELEPHONE BACKBOARD T/S TIMESWITCH SPD SURGE PROTECTION DEVICE UH UNIT HEATER WH WATER HEATER WP WEATHERPROOF XFMR TRANSFORMER FA FIRE ALARM 4F DUPLEX RECEPTACLE DUPLEX RECEPTACLE- HORIZ. 2" ABOVE BACKSPLASH Q DUPLEX GFI TYPE RECEPTACLE DUPLEX GFI RECEPTACLE- HORIZ. 2" ABOVE BACKSPLASH DUPLEX RECEPTACLE GFI/WP IN -USE ENCLOSURE QUADRAPLEX RECEPTACLE QUADRAPLEX RECEPTACLE- HALF -SWITCHED REC QUADRAPLEX- HORIZ. 2" ABOVE BACKSPLASH RECESSED DUPLEX RECEPTACLE AND TV OUTLET SIMPLEX RECEPTACLE REC- DUAL USB/POWER, LEGRAND #TM8-USBWCC6 REC RANGE (SIZE AS NOTED) REC SPECIAL (SIZE AS NOTED) REC SPECIAL (SIZE AS NOTED) O FLOOR RECEPTACLE- SEE DETAIL ® CONTROL RELAY PANELBOARD (PNL) QJ JUNCTION BOX DISCONNECT (ENCL SIZE/POLES/FUSE/NEMA) M MOTOR F FUSED DISC (ENCL SIZE/POLES/FUSE/NEMA) © GROUNDING BUSS BAR- SEE DETAIL Q VOICE OUTLET- SEE DETAIL VOICE OUTLET 2" AB BACKSPLASH- SEE DETAIL 0 COMM OUTLET- SEE DETAIL COMM OUTLET 2 AB BACKSPLASH- SEE DETAIL Q TV OUTLET- SEE DETAIL TV OUTLET 2" ABOVE COUNTER- SEE DETAIL TELEPHONE BACKBOARD (TBB) © FA- PULL STATION WALL MTD NB FA- BELL WALL MTD 75 FA- HORN/STROBE WALL MTD 75 © FA- STROBE WALL MTD Q FA- SMOKE DETECTOR CLG MTD FA- DUCT SMOKE DETECTOR FT -FF -1 FA- TAMPER/FLOW SWITCHES 4d PERMIT SET �L 0 M DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC AA' Pfau a�•� Y 4 d ''�' 4 8 w G `f 71el d T _0 - a y` 'A4 t'� k C;� i 31 ssi8a .g `4 srrr,. IsI DATE: 8.18.2017 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 68PARTME[�ri, SEP 17201a LIGHTING SCHEDULE `�ELEC END E 501 & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 LPOWELL 1409 KINGSLEY AVENUE, BLDG 12A GALTON &H C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET �L 0 M DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC AA' Pfau a�•� Y 4 d ''�' 4 8 w G `f 71el d T _0 - a y` 'A4 t'� k C;� i 31 ssi8a .g `4 srrr,. IsI DATE: 8.18.2017 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 68PARTME[�ri, SEP 17201a LIGHTING SCHEDULE `�ELEC END E 501 FLORIDA ADMINISTRATIVE CODE 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. A. POINT OF SERVICE FOR FIRE SPRINKLER SYSTEM IS SHOWN ON THIS DRAWING. B. ALL DESIGN AND LAYOUT TO BE PER NFPA 13, NFPA 14, NEPA 20, NFPA 24, NFPA 25, FLORIDA BUILDING CODE AND JACKSONVILLE, FLORIDA FIRE MARSHAL REQUIREMENTS. C. OCCUPANCY - JANITORS CLOSETS, STORAGE ROOMS, MECHANICAL ROOMS, ELECTRICAL ROOMS AND KITCHEN AREAS ARE ORDINARY HAZARD (GROUP 1). ALL OTHER AREAS ARE LIGHT HAZARD. D. FIRE PROTECTION SYSTEM DESIGN APPROACH: 1. OUTDOOR COVERED SMOKE HOUSE AREA DESIGN TO BE AS DRY PIPE SYSTEM. DENSITY TO BE 0.15 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1,950 SQ. FT. WITH 250 GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13. 2. OUTDOOR COVERED DINNING AREAS AREAS DESIGN TO BE AS A DRY PIPE SYSTEM. DENSITY TO BE 0.10 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1,950 SQ. FT. WITH 100 GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13. 3. JANITORS CLOSETS, MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE ROOM AND KITCHEN AREAS DESIGN TO BE AS WET PIPE SYSTEM. DENSITY TO BE 0.15 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1500 SQ. FT. WITH 250 GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13. 4. OFFICE AND DINNING AREAS DESIGN TO BE AS A WET PIPE SYSTEM. DENSITY TO BE 0.10 GPM PER SQ. FT. OVER HYDRAULICALLY MOST REMOTE 1,500 SQ. FT. WITH 100 GPM ADDED FOR HOSE STREAM. SPRINKLER HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13. 5. ALL FIRE PROTECTION DISTRIBUTION PIPING SERVING COVERED OUTDOOR DINNING AND SMOKE HOUSE SHALL BE DRY PIPE SYSTEM TO PREVENT FREEZING. 6. AIR COMPRESSOR, DRY PIPE VALVES AND ALL ASSOCIATED EQUIPMENT FOR THE OPERATION OF THE DRY PIPE SYSTEM SHALL BE LOCATED WITHIN THE ROOM INDICATED ON THIS DRAWING. E. CITY WATER MAIN IS SHOWN ON CIVIL DRAWING. F. HYDRAULIC CALCULATION TO BE BASED ON THE FOLLOWING WATER SUPPLY INFORMATION: UTILITY NAME: CITY OF ATLANTIC BEACH DATE OF TEST: 3/16/17 FLOW HYDRANT LOCATION: STURDIVANT AVE. & SYLVAN DR. STATIC/RESIDUAL HYDRANT LOCATION: STURDIVANT AVE. & SYLVAN DR NUMBER OF PORTS: 2 DIAMETER OF PORTS: 2.5 INCHES PITOT PRESSURE: XX PSI STATIC PRESSURE: 51 PSI RESIDUAL PRESSURE: 45 PSI FLOW RATE: 1,130 GPM FLOW RATE AT 20 PSI: 2,742.9 GPM G. BUILDING SHALL BE 2 ZONES AND SHALL HAVE CONTROL VALVE WITH APPROPRIATE FLOW AND TAMPER SWITCHES. BOTH CONTROL VALVES AND FLOW AND TAMPER SWITCHES SHALL BE LOCATED WITHIN FIRE RISER CLOSET ON THE FIRST FLOOR. EACH INTERIOR WATER FLOW VALVE TO BE EQUIPPED WITH FLOW INDICATOR AND TAMPER SWITCH CONNECTED TO BUILDING FIRE ALARM SYSTEM. H. NOTICE TO PROPERTY OWNER/MANAGER: THERE IS EVIDENCE OF MICROBIAL INDUCED CORROSION (MIC) FOUND IN THE FIRE SPRINKLER SYSTEMS THROUGHOUT CLAY, DUVAL AND ST. JOHNS COUNTIES. TO AID IN REDUCING THE AMOUNT OF CORROSION CAUSED BY MIC AND OTHER TYPES OF INTERNAL CORROSION, THE FIRE SPRINKLER CONTRACTOR SHALL ENSURE THAT ALL PIPING IN DRY -PIPE SYSTEMS ARE SLOPED FOR PROPER DRAINAGE AND WILL USE A 'DRY AIR PAC" COMPRESSED AIR DRYER SYSTEM TO REDUCE THE AMOUNT OF MOISTURE IN THE DRY -PIPE SYSTEM. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/MANAGER TO PROVIDE THE REQUIRED MAINTENANCE AND UPKEEP OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. IT IS ALSO THE RESPONSIBILITY OF THE PROPERTY OWNER/MANAGER TO IMPLEMENT AN APPROVED PLAN FOR MONITORING THE INTERIOR CONDITION OF THE PIPE AT THREE (3) YEAR INTERVALS BY HAVING A FIRE SPRINKLER CONTRACTOR REMOVE PIPE FITTINGS AND/OR SECTIONS OF PIPING. THE INSPECTION PROCESS SHOULD INCLUDE A WRITTEN REPORT ON THE PIPE'S CONDITION. IF CORROSION IS REPORTED AND DEPENDING ON THE SEVERITY OF THE CORROSION FOUND, THE PIPING MAY HAVE TO BE REPLACED. I. A DOUBLE CHECK VALVE BACKFLOW PREVENTER TO BE INSTALLED WHERE SHOWN ON CIVIL DRAWING, J. ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL MEET APPLICABLE CODE REQUIREMENTS. K. A FIRE PUMP IS NOT REQUIRED. L. FIREWATER STORAGE TANK IS NOT REQUIRED ON SITE. M. THIS FAICILITY WILL NOT BE USED FOR STORAGE. PROVIDE A COMPLETE FIRE PROTECTION SYSTEM FOR THIS FACILITY IN ACCORDANCE WITH ALL APPLICABLE CODES. APPLY, OBTAIN AND PAY FOR ALL REQUIRED PERMITS, TAP FEES, METER FEES, AND INSPECTION CERTIFICATES. SUBMIT FIRE PROTECTION SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL. COORDINATE LOCATION OF EQUIPMENT AND PIPING WITH THE ELECTRICAL, PLUMBING AND HVAC CONTRACTORS TO MAINTAIN CLEARANCE FOR EQUIPMENT MAINTENANCE, AVOID INTERFERENCE WITH DUCT AND PIPING RUNS AND TO PREVENT PIPING FROM BEING INSTALLED OVER ELECTRICAL PANELS. ALL SPRINKLER HEADS SHALL BE THE PRODUCT OF ONE MANUFACTURER. SPRINKLER HEADS IN AREAS WITH FINISHED CEILINGS SHALL BE PENDANT TYPE AND SHALL BE CHROME FINISH WITH 2 PIECE, CHROME, RECESSED ESCUTCHEON PLATES. UPRIGHT HEADS SHALL BE USED IN ALL OTHER AREAS AND SHALL BE STANDARD BRASS FINISH. SPRINKLER HEADS SERVING CONDOMINIUM UNIT BALCONIES SHALL BE SIDEWALL TYPE AND SHALL BE CHROME FINISH WITH 2 PIECE, CHROME, RECESSED ESCUTCHEON PLATES. SPRINKLER HEAD SPACING AND TEMPERATURE RATINGS SHALL BE IN STRICT ACCORDANCE WITH NFPA 13, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. APPROVED MANUFACTURERS: AUTOMATIC, CENTRAL, GRINNELL, TYCO AND VIKING. SYSTEM DEMAND CALCULATIONS LIGHT HAZARD POWELL & HINKLE ENGINEERING, P.A. PRESSURE DEMAND PRESSURE DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS END HEAD PRESSURE 8.1 END HEAD PRESSURE 8.1 PSI SPRINKLER DEMAND (DENSITY x AREA) 0.10 x 1500 = 150 GPM ELEVATION LOSS 8.99 PSI INSIDE HOSE 0 GPM INSIDE FRICTION LOSS 6.22 PSI OUTSIDE HOSE 100 GPM UNDERGROUND FRICTION LOSS 2.12 PSI RACK GPM 0 GPM BACKFLOW LOSS 10 PSI OVERAGE 25 GPM TOTAL PRESSURE 35.43 PSI TOTAL FLOW 275 GPM THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING. SYSTEM DEMAND CALCULATIONS LIGHT HAZARD DRY PIPE POWELL & HINKLE ENGINEERING, P.A. PRESSURE DEMAND PRESSURE DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS END HEAD PRESSURE 8.1 END HEAD PRESSURE 8.1 PSI SPRINKLER DEMAND (DENSITY x AREA) 0.10 x 1950 = 195 GPM ELEVATION LOSS 8.99 PSI INSIDE HOSE 0 GPM INSIDE FRICTION LOSS 9.33 PSI OUTSIDE HOSE 100 GPM UNDERGROUND FRICTION LOSS 3.18 PSI RACK GPM 0 GPM BACKFLOW LOSS 10 PSI OVERAGE 29.5 GPM TOTAL PRESSURE 39.60 PSI TOTAL FLOW 324.5 GPM THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING. SYSTEM DEMAND CALCULATIONS ORDINARY HAZARD (GROUP 1) POWELL & HINKLE ENGINEERING, P.A. PRESSURE DEMAND PRESSURE DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS END HEAD PRESSURE 8.1 END HEAD PRESSURE 8.1 PSI SPRINKLER DEMAND (DENSITY x AREA) 0.15 x 1500 = 225 GPM ELEVATION LOSS 8.99 PSI INSIDE HOSE 100 GPM INSIDE FRICTION LOSS 12.44 PSI OUTSIDE HOSE 150 GPM UNDERGROUND FRICTION LOSS 4.24 PSI RACK GPM 0 GPM BACKFLOW LOSS 10 PSI OVERAGE 47.5 GPM TOTAL PRESSURE 43.67 PSI TOTAL FLOW 522.5 GPM THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING. SYSTEM DEMAND CALCULATIONS ORDINARY HAZARD (GROUP 1) DRY PIPE POWELL & HINKLE ENGINEERING, P.A. PRESSURE DEMAND CALCULATIONS FLOW DEMAND CALCULATIONS C. MOK END HEAD PRESSURE 8.1 PSI SPRINKLER DEMAND (DENSITY x AREA) 0.15 x 1950 = 292.5 GPM ELEVATION LOSS 8.99 PSI INSIDE HOSE 100 GPM INSIDE FRICTION LOSS 15.55 PSI OUTSIDE HOSE 150 GPM UNDERGROUND FRICTION LOSS 5.30 PSI RACK GPM 0 GPM BACKFLOW LOSS 10 PSI OVERAGE 54.25 GPM TOTAL PRESSURE 47.94 PSI TOTAL FLOW 596.75 GPM THE ABOVE CALCULATIONS ARE BASED ON SITE FIRE MAINS AS SHOWN ON DRAWING AND ESTIMATED PIPE ROUTE INSIDE BUILDING. 1 PROVIDE QUICK RESPONSE' I. HIGH TEMPERATURE HEADSy' NFPA 1 - CHAPTER 18.4: FIRE FLOW IN SMOKE HOUSE. HEADS REQUIREMENTS FOR BUILDINGS. SHALL BE COMPLIANT WITH; NFPA 13. A. BUILDING IS 8,400 SF, TYPE V CONSTRUCTION, FULLY SPRINKLERED. " B. BASED ON TABLE 18.4.5.1.2 FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS; MINIMUM REQUIRED FIRE FLOW = 2,500 GPM. 75% REDUCTION FOR FULLY SPRINKLERED BUILDING = 1,875 GPM. ADJUSTED MINIMUM REQUIRED FIRE FLOW UTILIZING QUICK RESPONSE SPRINKLERS = 1,406 GPM. FIRE SUPPLY AVAILABLE FLOW FROM THE 6" MAIN IS 2,742.9 GPM AT 20 PSI. LOCATE FIRE RISER AND ASSOCIATED EQUIPMENT, AIR COMPRESSOR(S), DRY PIPE VALVES AND ALL EQUIPMENT ASSOCIATED WITH THE DRY PIPE SYSTEM WITHIN THIS ROOM. FIRE RISER ROOM WILL ALSO SHARE SPACE WITH DOMESTIC WATER SOFTENER, WATER HEATERS AND ASSOCIATED COMPONENTS. FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL ACCESSORIES AND PIPING LOCATED WITHIN THE FIRE RISER ROOM WITH THE PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. FIRE PROTECTION PLAN SCALE: 1" = 20'-0" Water Supply Systems - FLOW & PRESSURE RECORD 120 11! 110 10; 100 9; 90 8 80 7! Q 70 6: W 60 ca ca 5! 50 4' 40 3! 30 2° 20 10 5 0 SCALE A 100 200 300 400 500 SCALE B 200 400 600 800 1000 SCALE C 400 8001200 1600 2000 600 700 800 900 1000 1200 1400 1600 1800 2000 2400 2800 3200 3600 4000 Waterflow (gpm) WALL TYPE LEGEND NON RATED: 8/14/17 1 HR. RATED: - - - - 2799FP101 2 HR. RATED: REMOTE FIRE DEPARTMENT I' CONNECTION. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT AND I = LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 0� F 0o �;I- ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. & 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. PE PE PE 56121 59418 54729 PERMIT SET DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FL/AA26001646 CLIENT Rick Moyer LOCATION 461 Atlantic Blvd. Atlantic Beach, FI CIVIL ENGINEERING BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC �`hy ✓ � � � ¢ �,f� p '�f/fir No.48076 STATE OF xcIxm DATE: 8.18.2017 PROJECT NO: 16111 FIRE PROTECTION "A to M" PLAN FP101