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461 Atlantic Blvd FIRE MARSHAL DRWGSU J J W F- W CL O O U z C� Cn W LL z O V) W CL z ~w a V) W oC CL x W Lu F- F- Z) - NZ) O r I-- ¢ z oC O Lu J O z W v O a W Lu m w > Cu z J J Q 2 cn H D z J w FQ W a O O V z C7 w r) LL - 0 O w a O ac a W z Q W U H Ce W U) u - O F - z W E V) z z Q z 0 F- U0 El on . I T011911hL 01 rAil Atlantic Beach, Florida s U CuIn O m U C Q SEP 5 201$ 1 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: 8.18.21 PROJECT NO: COVER SHEET RMIT SET GOOO 16' J J w } Q� oC w a O O U Z U 2 LU 0 LL Z O ce LU CL Z W o� cn u? UJ QC a w LU 2 H H ce a Z Ce O LU J O Z W V O Se a w Ce w m w w Z J J Q F- Z U J W �Q W a O V Z (n LU 0 �0.. Ce w a Ce CL w v7 z a w V �c w w O I - Z w 37 Ce z Z Q 1-4 V7 Q9 D v7 H GENERAL NOTES CODE & ZONING DRAWING INDEX 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUES AND ORDINANCES. 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO COMMENCEMENT WITH THE WORK. 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY FOR MATERIAL TRANSPORT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS. 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK. 6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. 9. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. SAMPLES OF ALL FINISH MATERIALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL, INCLUDING PAINT SAMPLE. ANY FINISHES THAT ARE PURCHASED BEFORE APPROVAL AND ARE SUBSEQUENTLY REJECTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO SUBSTITUTIONS WILL BE CONSIDERED FOR PRODUCTS OR METHODS THAT CANNOT BE PROVIDED AS A RESULT OF CONTRACTOR'S FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER, PURSUE THE WORK PROMPTLY, OR TO COORDINATE THE VARIOUS ACTIVITIES PROPERLY. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES, OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMES OF SUBMITTAL AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT' ARE USED, ARCHITECT TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS. 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. MECHANICAL, ELECTRI 1. ANY MECHANICAL, ELECTRICAL & PLUMBING INFORMATION INDICATED ON THE ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECTS WORK. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ARE BY OTHERS. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY CALCULATIONS IF REQUIRED FOR PERMITTING. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST DESIGN CRITERIA ISSUED BY OWNER. DRAWING ISSUE DATES 16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION. 17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. 18. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. 19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHERWISE. 20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF SPECIFIED FLOOR FINISH( -ES). CAULK ALL FLOOR JOINTS AT VERTICAL SURFACES; COLOR TO MATCH FINISH OF ADJACENT MATERIAL. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. 24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. 25. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. 27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. 28. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. 29. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE NOMINAL UNLESS OTHERWISE INDICATED. 30. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED OTHERWISE. 31. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MIILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING. 32. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. 33. SLOPE FLOOR TILES DOWN TO FLOOR DRAINS IN KITCHEN, BAR, AND RESTROOMS. 34. THIS PROJECT IS REQUIRED TO BE SPRINKLERED. CAL &FIRE PROTECTION NOTES 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE. 5. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE. 6 PROVIDE EMERGENCY LIGHTING OR EMERGENCY BALLAST IN LIGHT FIXTURES AS REQUIRED TO MEET CODE REQUIREMENTS FOR EMERGENCY LIGHTING. 7. PROVIDE 1-1/4" CONDUIT FOR TELEPHONE SERVICE. PROVIDE PHONE BACKBOARD, GROUND AND OUTLET IN PHONE ROOM OR AS INDICATED. 8. THIS STRUCTURE IS REQUIRED TO BE SPRINKLERED. FIRE PROTECTION DESIGN AND LAYOUT TO BE PROVIDED BY FIRE PROTECTION SUBCONTRACTOR. VICINITY MAP �ik�dC2t+�anf c�a ' A,§n"[t+"3t PROJECT DESCRIPTION Project Description 4� Location 461 Atlantic Blvd, Atlantic Beach, FL 32233 Zoning �ik�dC2t+�anf c�a ' A,§n"[t+"3t 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 5TH ADDITION - Building Plumbing Code FBC 2014 5TH 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 Code 2014 Florida Accessibility Code for Building Construction 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) ",1 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT OCCUPY GROUP SQ FT / PERSON Primary Structural Frame (Table601) 0 Hour REQUIRED EXIT WIDTH .2" Bearing Wall (Table 601) 0 Hour PROVIDED Roof Construction (Table 601) 0 Hour 15 Gross BUILDING SUMMARY, OCCUPANTS AND EXITS SPACE OCCUPY GROUP SQ FT / PERSON SQ FT OCCUPT LOAD REQUIRED EXIT WIDTH .2" PROVIDED REQUIRED STAIR WIDTH .3" PROVIDED ASSEMBLY A-2 INT. 15 Gross 1,408 94 CIVIL M304 MALE FEMALE ASSEMBLY A-2 EXT. 15 Gross 1,787* 120 2 ARCHITECTURAL SITE PLAN 0 w w 0 w� BAR SEATING 1 per 24" 28' 14 A102 PARTIAL FLOOR PLAN A103 PARTIAL FLOOR PLAN KITCHEN 100 Gross 1,360 7 ZD 00 Uag '-' ULU BAR 200 Gross 320 2 � �oCg Fa0 EXTERIOR ELEVATIONS BUSINESS 100 Gross 120 2 A301 BUILDING SECTIONS A311 U STORAGE 300 Gross 410 2 A314 p z -a A315 to z SMOKE HOUSE 300 Gross 1,258 5 za w a oa za OUTDOOR COVERED SEATING N/A N/A 50 ¢wa I—w a �w O TOTAL - 4,507 296 1 59.2" 129.75" N/A N/A -IVU I AUUtU IN I U I AL U(.CUF'1tU AKtA UF- BUILDING A, z� PLUMBING FIXTURE COUNT GENERAL G000 ~ WATER CLOSETS LAVATORIES DRINKING ACCESSIBILITY G101 a M301 w MALE FEMALE M303 CIVIL M304 MALE FEMALE FOUNTAINS Q a U¢ tri W w w a ARCHITECTURAL SITE PLAN 0 w w 0 w� M310 CAPTIVE AIR HOOD DRAWING A101 OVERALL FLOOR PLAN A102 PARTIAL FLOOR PLAN A103 PARTIAL FLOOR PLAN A104 ROOF PLAN AND DETAILS A105 a ZD 00 Uag '-' ULU A121 D w M319 O w � �oCg Fa0 EXTERIOR ELEVATIONS O EXTERIOR ELEVATIONS DELETED O w z A301 BUILDING SECTIONS A311 U J LUCLU LU Cy LU w UJCa UJ 0 z'a A314 p z -a A315 to z >>� •-� >_� zp� w s za w a oa za w o INTERIOR ELEVATIONS 0 ~ ¢wa I—w a �w O �� O 5 gaa � gww � �w A612 `""' � � S 0a' ZY LU U �w w 5 0 A701 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A702 FINISH DISTRIBUTION PLAN 2� ELECTRICAL DETAILS AND NOTES oc a LIGHTING SCHEDULE AND ELEC LEGEND a a STRUCTURAL ,-� .-� n S0.02 a S1.01 a 0 FOUNDATION DETAILS a FOUNDATION DETAILS S1.04 CORRAL AND FRAMING DETAILS S2.01 CMU WALL AND FRAMING PLAN 53.01 FRAMING DETAILS SHEET 1 S3.02 FRAMING DETAILS SHEET 2 S3.03 FRAMING DETAILS SHEET 3 UNDER SEPARATE BINDER TOTAL 296 75/75 2 2 2 2 1 200/200 2 3 2 3 NA T rUK MUM rix K UKt LUUN 15tt ARIA TABULATION ABOVE 1 OCCUPIED AREA (SQ. FT.) TABU CONDITIONED ............................... PATIO..................................... SMOKEHOUSE ........................ ...... . TOTAL SQUARE FOOTAGE UNDER ROOF ............. LATION 51451 GSF 1,792 GSF 1,093 GSF 8,336 GSF FN .C-- 0 U ([i N Coco U C M a DESIGN/COOP E 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 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 GENERAL G000 COVER SHEET G001 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G002 ACCESSIBILITY G101 LIFE SAFETY PLAN M301 CAPTIVE AIR HOOD DRAWING M302 CAPTIVE AIR HOOD DRAWING M303 CIVIL M304 UNDER SEPARATE BINDER M305 CAPTIVE AIR HOOD DRAWING M306 CAPTIVE AIR HOOD DRAWING M307 ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A011 SLAB PLAN M310 CAPTIVE AIR HOOD DRAWING A101 OVERALL FLOOR PLAN A102 PARTIAL FLOOR PLAN A103 PARTIAL FLOOR PLAN A104 ROOF PLAN AND DETAILS A105 FURNITURE PLAN A111 PARTIAL REFLECTED CEILING PLAN A112 PARTIAL REFLECTED CEILING PLAN A121 ENLARGED KITCHEN AND BAR PLANS M319 CAPTIVE AIR HOOD DRAWING A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 A204 EXTERIOR ELEVATIONS DELETED M323 CAPTIVE AIR HOOD DRAWING A301 BUILDING SECTIONS A311 WALL SECTIONS A312 WALL SECTIONS A313 WALL SECTIONS A314 WALL SECTIONS A315 WALL SECTIONS A316 ROOF/WALL SECTION AND DETAILS P202 ENLARGED PLUMBING PLAN A401 RESTROOMS PLANS AND ACCESSORIES A402 A403 A404 RESTROOMS ELEVATIONS AND ACCESSORIES DELETED INTERIOR ELEVATIONS A405 INTERIOR ELEVATIONS A406 INTERIOR ELEVATIONS A407 INTERIOR ELEVATIONS A408 INTERIOR ELEVATIONS ELECTRICAL A601 DOOR SCHEDULE AND DETAILS A611 WINDOW ELEVATIONS A612 WINDOW DETAILS A613 WINDOW DETAILS E201 ENLARGED KITCHEN & BAR PLANS AND NOTES A701 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A702 FINISH DISTRIBUTION PLAN E401 ELECTRICAL DETAILS AND NOTES E501 LIGHTING SCHEDULE AND ELEC LEGEND STRUCTURAL S0.01 GENERAL NOTES S0.02 NET UPLIFT DIAGRAM S1.01 FOUNDATION PLAN S1.02 FOUNDATION DETAILS S1.03 FOUNDATION DETAILS S1.04 CORRAL AND FRAMING DETAILS S2.01 CMU WALL AND FRAMING PLAN 53.01 FRAMING DETAILS SHEET 1 S3.02 FRAMING DETAILS SHEET 2 S3.03 FRAMING DETAILS SHEET 3 UNDER SEPARATE BINDER FN .C-- 0 U ([i N Coco U C M a DESIGN/COOP E 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 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 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 CALC. 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 FN .C-- 0 U ([i N Coco U C M a DESIGN/COOP E 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 REVIEW COMMENTS 9.1.2017 2 REVIEW COMMENTS 10.20.2017 3 VE REVISIONS 4.20.2018 PROJECT NO: 16111 DRAWING INDEX, CODE SUMMARY, GENERAL NOTES G001 z �0 J J W Q� OC W d O U Z w 0 LL O z O oC w a - z z rW r w w CL X III Lu H Lu H O H Q a Z ►-a oC O O z D Lu V D O CL w w Lu m w >w W z J J Q 2 0 z Q U J J Lu F¢¢- �G w a O v z u R V) w 0 LJ.. O w CL a Lu H 0 Z Q Lu V Lu V) LL O f - Z Lu oC H z z Q C7 z H F - i 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" F—IF DOOR HAS BOTH LATCH AND CLOSER _. Z X01 00 100Z i co LATCH SIDE APPROACH FROM PULL SIDE Y=54" MIN. IF DOOR HAS CLOSER Z N N X 24" MIN. L. }= - 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 KNEE CLEARANCE (ELEVATION) Go M 10" MAX OBSTRUCTED SIDE REACH KNEE CLEARANCE (PLAN) rl 10" MAX UNOBSTRUCTED SIDE REACH 00 >20"-25" MAX OBSTRUCTED FORWARD REACH TOE CLEARANCE (ELEVATION) 20" MAX00 OBSTRUCTED FORWARD REACH �1 17"-25" CD M I I M L 48" TOE CLEARANCE (PLAN) 00E BLOCKING r-1 DOORS IN SERIES 48" SIDE APPROACH MANEUVERING CLEARANCES AT DOORS 30" FORWARD APPROACH MANEUVERING CLEARANCES AT APPLIANCES LAVATORIES AND SINKS 15" MIN co v - 16"-18" ID Ln CLEAR FLOOR SPACE AT WHEEL CHAIR ACCESSIBLE WATER CLOSETS 36" MIN. 1'-0" 2'-0" MIN. MIN. 54" MIN. 11 1'-0" Le 42" MIN. MIN. BLOCKING— , I 16"-18" 7-9" UNOBSTRUCTED NOTE: BLOCKING MATERIAL SHALL BE OF WOOD 2X12 LUMBER OR OTHER MATERIAL CAPABLE OF FORWARD REACH SUPPORTING A MINIMUM LOAD OF 250 LBS. 1'-3" MIN. GRAB BAR MOUNTING STANDARDS V b 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. 131/2" MIN. 0 ih r -I LAVATORY AND MIRROR URINAL TOILET ACCESSORY, LAVATORY AND URINAL MOUNTING STANDARDS PERMIT SET s U Cu m DES IGN/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 -4 DATE: 8.18.2017 PROJECT NO: 16111 ACCESSIBILITY G002 M >1011 2011 MAX OBSTRUCTED SIDE REACH Z N N X 24" MIN. L. }= - 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 KNEE CLEARANCE (ELEVATION) Go M 10" MAX OBSTRUCTED SIDE REACH KNEE CLEARANCE (PLAN) rl 10" MAX UNOBSTRUCTED SIDE REACH 00 >20"-25" MAX OBSTRUCTED FORWARD REACH TOE CLEARANCE (ELEVATION) 20" MAX00 OBSTRUCTED FORWARD REACH �1 17"-25" CD M I I M L 48" TOE CLEARANCE (PLAN) 00E BLOCKING r-1 DOORS IN SERIES 48" SIDE APPROACH MANEUVERING CLEARANCES AT DOORS 30" FORWARD APPROACH MANEUVERING CLEARANCES AT APPLIANCES LAVATORIES AND SINKS 15" MIN co v - 16"-18" ID Ln CLEAR FLOOR SPACE AT WHEEL CHAIR ACCESSIBLE WATER CLOSETS 36" MIN. 1'-0" 2'-0" MIN. MIN. 54" MIN. 11 1'-0" Le 42" MIN. MIN. BLOCKING— , I 16"-18" 7-9" UNOBSTRUCTED NOTE: BLOCKING MATERIAL SHALL BE OF WOOD 2X12 LUMBER OR OTHER MATERIAL CAPABLE OF FORWARD REACH SUPPORTING A MINIMUM LOAD OF 250 LBS. 1'-3" MIN. GRAB BAR MOUNTING STANDARDS V b 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. 131/2" MIN. 0 ih r -I LAVATORY AND MIRROR URINAL TOILET ACCESSORY, LAVATORY AND URINAL MOUNTING STANDARDS PERMIT SET s U Cu m DES IGN/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 -4 DATE: 8.18.2017 PROJECT NO: 16111 ACCESSIBILITY G002 U >W f-� w 13- 0 O O V z c9 2 W 0 LL O z O W CL z Lu U) w �c a x w W N I— O 2 a z 1-4 oC O J O z Lu U C) O 2 a W oC Lu m w Lu z J J 2 V) N z U J J Lu w CL O O V z (D V) w a W O w a O a a w H V) z W U oC w U LL O I— z Lu i Z) oC H U) z z z 0 Al SEE FLOOR PLAN FOR LOCATION OF F.E. WALL CABINET 0 0 STUD WALL AS SCHEDULED CABINET FIRE EXTINGUISHER CABINET SCALE: 3/4" = V-0" / ADJACENT BUILDING PROPERTY LINE AMAIN ELECTRICAL /—FIRE RISER I DISCONNECT /ill CI ASS K FTRF PRIMARY ENTRANCE PER ZONING CODE 5'x 5' LANDING LIFE SAFETY PLAN SCALE: 1/8" = V-0" 'I 19/16" 4, '�' 13/4" 653/8" CLEAR WIDTH DOOR EXIT CAPACITY: 65.375" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 326 OCCUPANTS PAIR OF 36" STOREFRONT DOORS fl [ 13/4"-b .19/16" 19/16' J2" CLtAK WIDTH 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) l � 2 BAR (SEATS) I 1 PER 24" 14 COMMERCIAL KITCHEN 0 0 STUD WALL AS SCHEDULED CABINET FIRE EXTINGUISHER CABINET SCALE: 3/4" = V-0" / ADJACENT BUILDING PROPERTY LINE AMAIN ELECTRICAL /—FIRE RISER I DISCONNECT /ill CI ASS K FTRF PRIMARY ENTRANCE PER ZONING CODE 5'x 5' LANDING LIFE SAFETY PLAN SCALE: 1/8" = V-0" 'I 19/16" 4, '�' 13/4" 653/8" CLEAR WIDTH DOOR EXIT CAPACITY: 65.375" CLEAR WIDTH DIVIDED BY .2" PER OCCUPANT = 326 OCCUPANTS PAIR OF 36" STOREFRONT DOORS fl [ 13/4"-b .19/16" 19/16' J2" CLtAK WIDTH 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) INT. 1,408 SF 15 NET 94 ASSEMBLY (A-2) EXT. 1,787 SF 15 NET 120 STORAGE 410 SF 300 GR 2 SMOKE HOUSE 1,258 SF 300 GR 5 OUTSIDE COVERED SEATING 50 TOTAL OCCUPANCY 296 TOTAL SEATING 150 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 5TH ADDITION 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 4. ALL OUT -SWING EXIT DOORS TO BE FURNISHED Al WITH PANIC BAR EXIT DEVICE PER NFPA 101, LIFE SAFETY CODE. 5. PROVIDE REQUIRED SIGNAGE/SYMBOL, PER NFPA 101, FOR NOTICE OF LIGHTWEIGHT ROOF TRUSS CONSTRUCTION. 6. ONLY TWO EXITS REQUIRED. THREE PROVIDED PROPERTY LINE PERMIT SET Cu .O L O 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 PROJECT NO: 16111 LIFE SAFETY PLAN G1 01 J J LO F- C w 0- 0 O V z V) W 0 LL O z O Ce Lu CL z w r Ce V) w cC a w w _ F- F - 0 _ c 9 z C LuJ 2 z 0 Lu U O a Lu oC W C13 Ce Lu z J J Q _ z a J J LLP C1 W CL O U z C� Lu 0 u- 0 CeW C1. O oc a Lu _ F- H 0 z w U Ce w V) LL O F - z w oC z F, z 4 z 0 F- 5 1/2" 3"1 \ 9" ` 6"x 6" STEEL TUBE SWING GATE WHEEL POST - PAINT, P-3 TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP u 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 6SCALE: 3/4" = 1'-0" 14'-6" 5'-9 1/2" MESH NOT SHOWN FOR CLARITY 0 o—M PROPERTY LINE 105.00' T-4" GATE c N r o � ° 3"x 3" STEEL W 14' GATE TUBES - Ln N P-3 O En u- I DRIVE L-22 M N M ,n N N o pI 01 N [V J 5'-3" N l 15'-11 1/2" 36'-13/4" ` 6"x 6" STEEL TUBE SWING GATE WHEEL POST - PAINT, P-3 TWO (2) 1/2"0 BOLTS @ 3" OC VERT - TYP u 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 6SCALE: 3/4" = 1'-0" 14'-6" 5'-9 1/2" MESH NOT SHOWN FOR CLARITY 0 o—M PROPERTY LINE 105.00' T-4" GATE c N r o � ° 3"x 3" STEEL W 14' GATE TUBES - o PAINT, P-3 o En u- I DRIVE 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" = 1'-0" 8 NOMINAL CMU - PAINT, P-2 — 3"x 3" EMBEDDED STEEL TUBE POST 6" CONC CURB — PROVIDE PADLOCK LATCH 4 DELETED 1 3 DELETED FASTEN KDA1 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, WELDEC TO STEEL TUBE POST (3 PER GATE) - PAINT, P-3 SCREEN 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 WALL GATE DETAIL SCALE: 3/4" = 1'-0" 10'-0" 7-8" HIGH CMU WALL W/ 4" HIGH SOLID CMU 51/2" CAP - PAINT, P-2 ' 9" T-21/2" NOTE: NO "RANDOM" MISSING SLATS ON DUMPSTER ENCLOSURE GATE WHEEL / WHEEL ��/ 2x WOOD SLATS - STAIN, STN -2 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 23'-0" \ N PROPERTY LINE 105.00' T-4" GATE c N r o � ° FENCE W 14' GATE —WOOD 10' SETBACK o z CONC. uj & 2/A001 90` f En u- I DRIVE L-22 — 3"x 3" STEEL TUBES - PAINT, P-3 Q M ,n N N o pI 01 N J 5'-3" N l 15'-11 1/2" 36'-13/4" 4 I ■ I I� J Y Q U, NOTE: NO "RANDOM" MISSING SLATS ON DUMPSTER ENCLOSURE GATE WHEEL / WHEEL ��/ 2x WOOD SLATS - STAIN, STN -2 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 23'-0" SCREEN WALL GATE ELEVATION SCALE: 3/8" = P-0" DSS V J I U �I Lu o � z ' DS n w I 8.85 a a I CONC RAMP 25.00' PROP. LINE DS 0 0 ■ 0'-0" 9.08 ? �a 9.18 NVGD PROVIDE TWO � 3'-4' GAI E PROPERTY LINE 105.00' T-4" GATE c N r o � ° FENCE W 14' GATE —WOOD 10' SETBACK o z CONC. uj & 2/A001 90` f En u- I DRIVE L-22 M Q N o pI 01 N J 5'-3" N l 15'-11 1/2" 36'-13/4" 4 I ■ I I� J SCREEN WALL GATE ELEVATION SCALE: 3/8" = P-0" DSS V J I U �I Lu o � z ' DS n w I 8.85 a a I CONC RAMP 25.00' PROP. LINE DS 0 0 ■ 0'-0" 9.08 ? �a 9.18 NVGD PROVIDE TWO � BOLLARDS 8" NOMINAL CMU DUMPSTER ENCLOSURE - SEE DETAILS 1/A001 r ° & 2/A001 o+ N J 0 O 0 O N r° 01 N J r° N J rn N, J Y Q U, En L-29 ON 14'-0" N TALL 6x6 KDAT WOOD POLE @ 25'-0" O.C. - TYP r0 �N w ON z J W 0- 2 2 o_ rn N I J ® O O O O O O O N DS 10' SETBACK ip 0 i PROPERTY LINE 130.00' roti L-29 Zip 23'-0" ` 6T-71 76'-6" 47'-11" A T L A N T I C B O U L E V A R D ARCHITECTURAL SITE PLAN C�Al SCALE: 1/16" = 1'-0" PERMIT SET L- L U fn 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 I DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 I PROJECT NO: 16111 ARCHITECTURAL SITE PLAN A001 U J J u.i H W a O O V z u 1-4W a W O z O H 5r Ce W a - z z W a w Ce CL x W w F- F - Z) HZ) O 2 Q a z O W J O z W V a W w W m w W W z J J Q r 1-- z z Q J J W 9 w CL O O v z F --I W a u - O ceIII a O Ce a Lu 2 F- z Q W U W N W O F - z W CeH rn z z a u c� z 0 84'-0" 83'-0" SLAB PLAN z SCALE: 1/8" = V-0" PERMIT SET N 'C _O (2f LL Cuco-C U N m U C Cu -4.0 Q DESIGN/COOP E RATI 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 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC J i DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 SLAB PLAN A01 1 J J u.i C1 w 0- 0 O u z V) w 0 U- 0 z O Lu 0- z z w V) V) w w a x w w H H D O H a z Ce O w J O z Lu V C a Lu oC Lu m QC w w z J J V) z U J J W w a O O U z C7 Lu 0 LL O CeIII a w CL w I- 0 z Lu U w L O I— z w D oC H z z ¢ z 0 0 co N WALL TYPE SCHEDULE WALL TYPE SCHEDULE WALL TYPE SCHEDULE WALL TYPE SCHEDULE l 6" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED <8> HEIGHT TO UNDERSIDE OF STRUCTURE O3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED <0?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; O SIDE 1: 5/8" GYP BD HEIGHT TO EXTEND 4 ABOVE CEILING HEIGHT TO UNDERSIDE OF STRUCTURE NON-BEARING; NON -RATED HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE CEILING SIDE 1: 5/8" GYP BD HEIGHT TO UNDERSIDE OF STRUCTURE HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 2: 5/8" GYP BD HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 2: 5/8" GYP BD SIDE 2: NONE SIDE 1: 5/8" GYP BD 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 2 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED <8> HEIGHT TO UNDERSIDE <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 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 HEIGHT TO EXTEND 4" ABOVE CEILING SIDE 1: 5/8" GYP BD HEIGHT TO EXTEND 4" ABOVE CEILING SIDE 2: AGAINST EXISTING BLOCK SEE NOTE ON PLAN FOR PLYWD BLOCKING REQUIRED 84'-0" 06 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD HEIGHT TO 4" ABOVE CEILING SIDE 2: NONE NOTE: FURR OUT STUD 4 3/8" FROM INSIDE FACE OF CMU 09 3 5/8" LT GA METAL STUDS 16" OC; NON-BEARING; NON -RATED HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 1: 5/8" GYP BD HEIGHT TO UNDERSIDE OF STRUCTURE SIDE 2: NONE 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 1 1 1 1 1 1 1 I I ' 1 I I ' i 1 ' I ' 1 I I 1 I I 1 1 WOOD FENCE 1 I 1 1 I ' 1 I I ' 1 1 1 1 OVERALL FLOOR PLAN SCALE: 1/8" = V-0" _n U Cu m U Q DESIGN/COOP E 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 J J w z w a 0 z V) w 0 U - z O V) C Lu CL z Lu V) W w Ce a w W t— H 2 a z O LuJ O z w U a Lu oC Lu m cC W z J J I- 0 z U J W CL O z C7 W 0 L O Cew a a LU F - vi z Q w V Ce Lu U) LL O z w oc t z 1 z a Z 0 I- 0 �o n 84'-0" 11'-11" 20'-6" 2T-10•, 23'-9" A311 2/A203 I 2 1 A121 CONTINUE FENCE A401 — — —-•--------------------------�---------------------------�------- TO ADJACENT I _-------- BUILDING 111 1 I 1 ' ® 1 FD I � I �, 1 OFFICE ® 1 1 ® 1 i I 106 1 SOUND FD 1148 114A 1 q 0 ATTENUATION 106LL _® = TD 1 _ d MECH BATTS INSIDE I M ' 1 111 WALLI EXHAUST HOOD ABOVE I 41-41" I, 1 COOLER i WOMEN I 110 107 1 114 1144 KITCHEN I 1 104 1 A311 1 1 I I RACKS ' I VES112ULE I ; FD CO TD FD ® 108 WOOD FENCE 11 FD 109 - 1 a A3 11 I 113 1MEN 113 DISH ® I I SOUND I� M 0 { I 103A ATTENUATION 103 1 I CORRIDOR WASH 0 'c BATTS INSIDE I - 1 110 105 COORDINATE OPENINGS IN THIS WALL WALL 4'-4" 1 WITH EQUIPMENT SIZE AND LOCATIONS 0 I = M ® 113A I CUTTING I STORAGE ROOM —'� FD ®I I �(¢ ®FD 5 A404 103 SERVERY 3/A404 FD ® 121 109 SOUND 1 I iI ATTENUATION 1 - SLAB EDGE 6x6 PT WOOD BATTS INSIDE 109A POSTS S _ TYP tLAA,' o WALL i n d- - 1 -- — — — — — — O 1 00 I O I I N o0 M ------ ----- ----------I----�----T----��— ---� I--- i0 --'T I----- ---- - ;d. � M tp O d - En V_ SMOKE HOUSE in I I I1 115 ' 4 SMOKE PIT #1 II 21�7 I I ( ( I FD — C, ( o o I O - I I I I I ( I I I I 42" BAR TOP — O - WRAPPED cn I I I I NOTE: SEE SHEET A105 ( 1//404 I ( I I 1 WOODOST TYP4/ I 77I I I FOR FURNITUiII LAYOUT 1 116 ^ A315 DINING I A121 I ( I O 3x6 STEEL I ( 101 •--- ------—�.--- —�— —� COLUMN I 1I I II WRAPPED WOOD O—J----0-- II— —OI—OLIO — O' — --— —_ POST -TYP ' M _ N A �— — — II------------- — - 0 1 � 10 I I Eo SOUTH I I I I I( I I I I (I I BAR FD 14/A407 PATIO 1 I I 102 ® I 1 I 119 II II i I I I I CID fn 1 — -- 1 I I 1 1 M Ln NORTH 1 I 5 —'j'----- I PATIO , l 407 I I 116 II I 2/A407 FD 101IL = I STEEL COLUMN — O 2 O 1 uu uii uu im ::: ) HH H! HN iiii i 12'-7" 10'-9" 9'-4" 10'-0" T-6" 2'-2"", iRX�7CN 1 23'_0„ O STEEL COLUMN — FACE OF CMU , „ 00 EAST 20 -o WRAPPED WOOD EAST PATIO11WRAPPED WOOD CEENTRYD POST - TYP PATIO POST - TYP — 118 _ 117 — - N / A312 I I I I I I I I 51-811 I I I I I I I T-3 3/4" 71 _011 71_011 71_0„ 71-011 T-0 1/4„ 16'-0” 3'-0 1/4" T-0" 7f-0" 71-0" 7'-0" 7'-0" 11'-7 3/4" 1 2/ A314 104'-0" PARTIAL FLOOR PLAN 1 SCALE. 3/ 16" = 1'-0" 1 4 00 00 PERMIT SET LL L U Cu N Cn m U m 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 PARTIAL FLOOR PLAN A1 02 U J J W w a O O V z C7 Lu 0 LL - 0 O z O 1-4 U) U) E Ce Lu 0- z z Lu V) U) Lu ce 0- x Lu w _ H H O _ I— Q a z oC O Lu J O _ z Lu U D 0 O Ce a w Ce w m oC >w W z J J Q Ln F- 0 z Q J W H 9 w CL O O U z U) w 0 u- 0 be w a O oc a Lu 1-- U) cn z Q Lu U Ce w U) LL O z Lu Ce 17) z H z Q Ln H C) 0 V) 1 td 1 /dH �. .... �. ,... _. _.. PERMIT SET I:D �L _O LL. CuCn-C U tU m U C Cu Q DES IG N/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 V� DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 PARTIAL FLOOR PLAN A103 J J w Q� oC w a O z (7 Lu u - Z O (n Lu 0- z z w Ce N t!] w Ce 0- x w H F- O Z oC a Z ce O LLIJ z 0 Lu V 10 2 a LuLu m oC Lu Z J J O Z U J w QH W a O z C7 Lu a u- 0 O Ce w a a w F- D Z Q Lu U C w V) LL O z w 0 Ce17)z z Q Cn Z ASPHALT CUT"'^' UNDERU 1/2" PLY CONT ALUM ROOF COPING W/ CLEAT - KYNAR FINISH - COLOR TO MATO ' 181-811 T/O CMU LIQUID APPLIED WATERPROOF MEP 3 -PART STUCCO S) FLUID APPLIED AIF WEATHER BARRIEF 8" NOMINAL CMU RAKE DETAIL 6 SCALE: 1 1/2" = V-0" ASPHI UNDEI 1/2" PI DECK 5 EAVE DETAIL )-SCALE: 1 1 2" = V-0" / 4) EAVE D ETAI L -SCALE: 1 1/2" = V-0" PARAPET COPIN V 2x WOOD NAILERS Noo"" CONT ALUM ROOF EDGE NOTE: GUARD RAIL NOT FLASHING W/ CLEAT - KYNAR SHOWN. SEE SECTION 1/2" PLYWOOD DECK FINISH, COLOR TO MATCH P-1 2/A311 PVC ROOFING, 1" PERLTTE BD, 3" TURN ROOFING DOWN OVER POLYISO RIGID INSUL, 11/2" SELF -ADHERED CONT 2x6 WOOD NAILER STEEL DECKING WATERPROOF MEMBRANE OVER WOOD NAILER 6"x 6" ALUM BOX GUTTER - KYNAR FINISH, COLOR TO MATCH P-117 i I I FPTFT�� 11 WOOD NAILER: 4 LAYERS I ` OF 3/4" PT PLYWOOD ANCHORED INTO U -BLOCK r6 12'-0_3/4" T/0 STEEL PLATE SEE STRUCTURAL FOR ALUM FASCIA W/ CLEAT - KYNAR a i. i a REINFORCEMENT OF U -BLOCK FINISH, COLOR TO MATCH P-1 4"x 4" ALUM DOWNSPOUT BENJAMIN MOORE REGAL v ENG WOOD TRUSS SELECT LOW LUSTER N401 SEE STRUCTURAL FOR BOND 4 - COLOR TO MATCH P-1 BEAMS OR TIE -BEAMS e. BENJAMIN MOORE REGAL SELECT LOW : .A LUSTER N401 - COLOR TO MATCH P-1 BATT INSULATION ) ETAI L 8" NOMINAL CMU - - - - - 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 SCALE: 1 1/2" _ 1._0.. 10'-0" qF—TRUSS BRG ROOF EDGE DETAIL _ _ 2 CLG HT 2x4 PT WOOD BLOCKING SCALE: 1 1/2" = V-0" BETWEEN RAFTERS �� CEILING AS SCHEDULED 8' 0.. RAILGUARD 200 NON -PENETRATING SAFETY B/O SOFFIT/HEADER PRE -FINISHED GUARDRAIL SYSTEM - SECTION 2/A311 2 ALUM GABLE END Al ALUMINUM GUTTER 5/8" GYP BD ON SUSPENDED FLASHING DS DS DS METAL FRAMING SYSTEM CONT 2x4 PT WOOD FASCIA SLOPE DE1/2" 2x8 PT WOOD ALUMINUM RAFTERS @ 24" OC EFK-5 EFK-2 EFK-3 COPING 3 EFK-1 MAU-4 A104 00 - 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 2x4 WOOD BLOCKING BETWEEN RAFTCS TWO-PIECE 1 PREFINISHED ALUP FLASHING CONT 2x4 PT WOOD FASCIA 2x8 PT WOOD RAFTERS @ 24" OC ALUMINUM COPING - OVER -FRAMED CRICKET AT 4:12 SLOPE - ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD DECKING, 2x PT WOOD RAFTERS OVERLAP PVC ROOFING W/ UNDERLAYMENT ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD SHEATHING, ENG WOOD SCISSOR 1-� I TRUSSES @ 24" OC :WALL SECTION SCALE: 3/4" = V-0" 07 5SIM A104 Z A " " DS DS IDS LI mw I L\�� A104 4 A314 IIF LI3 14 I� I� � IIS - �� II 8 LL I A31)6 if ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD DECKING, 2x PT WOOD RAFTERS CRICKET W/ MODIFIED BITUMEN ROOFING MEMBRANE MODIFIED BITUMEN ROOFING MEMBRANE, UNDERLAYMENT, 1/2" PLYWOOD DECK, 2x PT WOOD RAFTERS - J r, w C) = 12'-4 5/8"t TRUSS BRG 3/4" T&G WOOD CEILING 2-2x4 WOOD PLATE 5/8" GYP BD - PAINT, P-? 2x4 WOOD STUDS - SEE STRUCTURAL FOR SPACING 2x4 WOOD BOTTOM PLATE 2-2x8 WOOD BEARING PLATE STEEL BEAM - SEE STRUCTURAL CORNER BEAD - TYP STEEL COLUMN - BEYOND O NONCOMBUSTIBLEi 0 i i 0 MATERIAL AROUND SMOKER STACK - TYP. 1 ASPHALT SHINGLES, o A316 UNDERLAYMENT, 1/2" w PLYWOOD DECKING, 2x PT o WOOD RAFTERS N zuj a — p Ln 1 5 A315 A314 I 4 A104 I ASPHALT SHINGLES, I ASPHALT SHINGLES, UNDERLAYMENT, 1/2" UNDERLAYMENT, 1/2" PLYWOOD DECKING, ENG I I PLYWOOD DECKING, 2x PT p WOOD SCISSOR TRUSSESWOOD RAFTERS LU 3 TWO-PIECE COMPRESSION METAL o A314 I I FLASHING - TO BE PROVIDED BY -� ROOFING MANUFACTURER - KYNAR 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 6 A316 I A104 14'-81' _ _ `n WOOD NAILER: 2 - 2x PT 1 T/0 CMU WOOD, FASTEN THRU — J i BOTTOM CHORD INTO CMU 6 t i BOND BEAM W/ 1/2"0 �z Ir A316 LIQUID APPLIED ANCHOR BOLTS. SLOPE p WATERPROOF MEMBRANE TOP CHORD DOWN 3/4" N Lu LL— - p- 3 -PART STUCCO SYSTEM ON METAL 9_ ' ASPHALT SHINGLES, LATH, OVER FLUID APPLIED AIR & SEE STRUCTURAL FOR cn 6 5 UNDERLAYMENT, 1/2" n REINFORCEMENT OF U -BLOCK PLYWOOD DECKING, 2x PT A104 A104 WOOD RAFTERS SIM ROOF PLAN 4 A104 w A SCALE: 1/8"= V-0" Z 8" NOMINAL CMU CONTINUE ROOFING UP CMU PARAPET ••/• •• DETAIL_ SCALE: 1 1/2" = V-0" PERMIT SET LL. L 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 �A DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 ROOF PLAN AND DETAILS A1 04 TAPERED INSULATION c T_� C) � 7 A104 z PVC ROOF SYSTEM, RTU -3 w a EF -1 4" POLYISO RIGID '� o i d. 0 INSULATION, c z la� RTU -2 1/2" PLYWOOD DECK, 7T7RTU-1 w wa 0 SLOPED FLAT WOOD TRUSSES `X' ALUMINUM GUTTER OVERLAP PVC ROOFING W/ UNDERLAYMENT ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD SHEATHING, ENG WOOD SCISSOR 1-� I TRUSSES @ 24" OC :WALL SECTION SCALE: 3/4" = V-0" 07 5SIM A104 Z A " " DS DS IDS LI mw I L\�� A104 4 A314 IIF LI3 14 I� I� � IIS - �� II 8 LL I A31)6 if ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD DECKING, 2x PT WOOD RAFTERS CRICKET W/ MODIFIED BITUMEN ROOFING MEMBRANE MODIFIED BITUMEN ROOFING MEMBRANE, UNDERLAYMENT, 1/2" PLYWOOD DECK, 2x PT WOOD RAFTERS - J r, w C) = 12'-4 5/8"t TRUSS BRG 3/4" T&G WOOD CEILING 2-2x4 WOOD PLATE 5/8" GYP BD - PAINT, P-? 2x4 WOOD STUDS - SEE STRUCTURAL FOR SPACING 2x4 WOOD BOTTOM PLATE 2-2x8 WOOD BEARING PLATE STEEL BEAM - SEE STRUCTURAL CORNER BEAD - TYP STEEL COLUMN - BEYOND O NONCOMBUSTIBLEi 0 i i 0 MATERIAL AROUND SMOKER STACK - TYP. 1 ASPHALT SHINGLES, o A316 UNDERLAYMENT, 1/2" w PLYWOOD DECKING, 2x PT o WOOD RAFTERS N zuj a — p Ln 1 5 A315 A314 I 4 A104 I ASPHALT SHINGLES, I ASPHALT SHINGLES, UNDERLAYMENT, 1/2" UNDERLAYMENT, 1/2" PLYWOOD DECKING, ENG I I PLYWOOD DECKING, 2x PT p WOOD SCISSOR TRUSSESWOOD RAFTERS LU 3 TWO-PIECE COMPRESSION METAL o A314 I I FLASHING - TO BE PROVIDED BY -� ROOFING MANUFACTURER - KYNAR 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 6 A316 I A104 14'-81' _ _ `n WOOD NAILER: 2 - 2x PT 1 T/0 CMU WOOD, FASTEN THRU — J i BOTTOM CHORD INTO CMU 6 t i BOND BEAM W/ 1/2"0 �z Ir A316 LIQUID APPLIED ANCHOR BOLTS. SLOPE p WATERPROOF MEMBRANE TOP CHORD DOWN 3/4" N Lu LL— - p- 3 -PART STUCCO SYSTEM ON METAL 9_ ' ASPHALT SHINGLES, LATH, OVER FLUID APPLIED AIR & SEE STRUCTURAL FOR cn 6 5 UNDERLAYMENT, 1/2" n REINFORCEMENT OF U -BLOCK PLYWOOD DECKING, 2x PT A104 A104 WOOD RAFTERS SIM ROOF PLAN 4 A104 w A SCALE: 1/8"= V-0" Z 8" NOMINAL CMU CONTINUE ROOFING UP CMU PARAPET ••/• •• DETAIL_ SCALE: 1 1/2" = V-0" PERMIT SET LL. L 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 �A DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 ROOF PLAN AND DETAILS A1 04 RYT-TA TT.C'T FA AT TATFnPAfATTnAT _ T.,1,-uQniqg41 FAN UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS.) SONES 1 4 US8115DD—RM 1950 1.450 1501 1.500 0.8560 3 20 26.500"W 4.4 1486 FPM 283 16.5 2 # 3 DU180HFA 2246 1.350 1142 1.000 0.7810 3 208 4 3.8 130 148 14 3 x 126.000"L DU180HFA 2246 1.350 1142 1.000 0.7810 3 208 2.000 3.8 3 148 14 5 77.07 DU30HFA 600 0.500 1 1186 1 0.250 0.0870 1 1151 3.8 72 7.4 l n Arn F. AT.,::z F. R n F. TA rT..C' FAN TAG FAN UNIT MODEL # BLOWER HOUSING UNIT TAG FAN UNIT MODEL # CONDENSER NO TONNAGE VOLTAGE PHASE FREQUENCY MCA RLA MAX. FUSE MIN. WIRE SEER NO. VOLT FLA COOLING COIL ENTERING DB TEMP. SIZE SIZE 4 COOLING COIL LEAVING WB TEMP. 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 1 3 PHASE 60 Hz 21.4 Amps 17.4 Amps 30 Amps 1 12 AWG 14 WEIGHT (LBS.) SONES 26.500"W FAN UNIT N0. TAG FAN UNIT MODEL # BLOWER HOUSING DESIGN CFM ESP. RPM H.P. B.H.P. 2 VOLT FLA COOLING COIL ENTERING DB TEMP. COOLING COIL ENTERING WB TEMP. COOLING COIL LEAVING DB TEMP. COOLING COIL LEAVING WB TEMP. COOLING COIL TOTAL CAPACITY 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 COOLING COIL SENSIBLE CAPACITY COOLING COIL LATENT CAPACITY WEIGHT (LBS.) SONES 26.500"W 1 — Grease Box 20.000"H 3.000:12.000 Pitch Vented Hinged 3 # 3 YES LBS Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch 5 4 YES 130 LBS Curb 35.000"W x 126.000"L 4 3.000:12.000 Pitch 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 ray �.��i�rriii�•w� FAN UNIT NO. TAG OPTION (Qty. — Descr.) 1 GREASE CUP 1 — BI15 — 24" Discharge Extension. 1 — BI — Discharge Orientation Vertical Upper Left — CW Inlet Side. 1 — BI15 — Inlet Connection Standard 16" Flanged Grease Duct. 1 — Utility Set — Spring Vibration Isolators — 8110 Thru 8111 / Equivalent Sized Utility Set — Indoor/Outdoor use. 1 — Utility Set Grease Cup 2 1 1 — Grease Box 3 4.000"W x 1 — Grease Box 4 3.000:12.000 Pitch 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 26.500"W 1 — Grease Box FAN ArrF..,z<znRrF.<; 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 41 YES Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch Vented Hinged 3 # 3 YES LBS Curb 26.500"W x 26.500"L x 20.000"H 3.000:12.000 Pitch 5 4 YES 130 LBS Curb 35.000"W x 126.000"L x 20.000"H rTTRR A.CZ.q)7AfPT.TF:C N0. FAN WEIGHT ITEM 29302 & 1409 KINGSLEY AVENUE, BLDG 12A GALTON SIZE PE 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 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 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 RICHARD M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 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/E B-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M31 0 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 r --4,1 an 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 Fp vl- u n 6 �=�f'$f'�SAd$FSS�SS 3iY71lYY�� DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M311 FANS #2, #3 - DU180HFA EXHAUST FAN 32 AND FAN (BY OTHERS) -- FEATURES: - DIRECT DRIVE: CONSTRUCTION (NO BELTS/PULLEYS) - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND IJL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OV17RLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 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 600-' (316-C) FOR A PERIOD OF 15 MINUTES NIITHOUT THE FAN BECOMING DAMAGED TOANYEXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX 6 VENTED CURB '0 GAUGE TEEL :ONSTRUCTION aE OPENING ISIONS PITCHED CURBS ARE AVAILABLE 3" FOR PITCHED ROOFS. 14' SPECIFY PITCH: 12 EXAMPLE: 7/12 PITCH = 30' SLOPE PERMIT SET H soIM"rmwotsl U C CIO Q r 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 904-35678520 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 ... y�:B,AtiIlS1955SpPidPlr��•_ a >' I``.Yt.- 6 fir" e a a � DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD.DRAWIN( M312 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A & H LANE R. HINKLE PE 48076 ORANGE PARK, FLORIDA 32073 (904) 264-5570 FAY:(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 H soIM"rmwotsl U C CIO Q r 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 904-35678520 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 ... y�:B,AtiIlS1955SpPidPlr��•_ a >' I``.Yt.- 6 fir" e a a � DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD.DRAWIN( 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, RTUUNK–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. LIFTING LUG 20" EQUIPMENT CURE, �----- 35" -I ROOF OPENING 2" SMALLER THAN CURB DIMENSION. PITCHED CURBS ARE AVAILABLE 3' FOR PITCHED ROOFS, 14' SPECIFY PITCH: 12 - EXAMPLE: ZEXAMPLE: 7/12 PITCH - 30' SLOPE Typical Drain Trap Install Recommended Cooling Coll Drain Trap Configuration o Unions 7" Clear�0ut f 12" Min Notes: 1) 1' diameter PVC Pipe only 2) Use only low profile couplings 3)Add dean out as shown 54 CI /lucre Alco - 56 3/8" 43 3/8- SS PITCHED DRAIN PAN 126" -.-I A*% 1p M � ssnszs`� a AWAff = = C. .0 JOBAB—BQ Jacksonville, FL LOCI4TION JACKSONVILLE, FL, 32202 DA4F ' 7/12/2017 1 JOB # 3065511 I0IYG # 13 RTV I RA XY BY SC,4ZZ 1/4" = 1'-0" POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 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 U +a C Cn -1--j 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 COOPERATIVE LLC G, Si1PPPP.PI Pit gra � YAr' t9K R 4�� •. ` ^` a<r ,� AL1' '. ',�'�. ✓� l� No. 4'0-7' � STA 7 i! m— �F rxf�rfaarraar;��iiy�i�ae?aMea�*""'; DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M3.13 FAN #5 DU30HFA - EXHAUST FAN 25 AND\I Ir1L �J1 1\IJLI\ VI\ IIVVLI FAN (BY OTHERS) FEATURES: — DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) — ROOF MOUNTED FANS — RESTAURANT MODEh — UL705 AND UL762 — VARIABLE SPEED CONTROL — INTERNAL WIRING — WEATHERPROOF DISCONNECT — THERMAL OVERLOAD PROTECTION (SINGLE PHASE) — HIGH HEAT OPERATION 300-F (149'C) — GREASE CLASSIFICA11ON TESTING NORMAL TEMPERATUF;E TEST /2 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300F (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 600F (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 F• VENTED CURB 0 GAUGE TEEL ONSTRUCTION E OPENING SIONS PITCHED CURBS ARE AVAILAB FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE: 7/12 PITCH = 30' SLOPE 3" 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) 264-55'70 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 i •J H 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 .t,3.,s;4�allrsll s r };g C./ S s LTi+rW 04 .r^ e , DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWINI M314 N GREASE DUCT SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEED 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 Al EVERY CHANGE IN DIRECTION AND EVERY 12' MANUFACTURES LISTING MODEL "DW" HORIZONTAL RUNS LESS THAN 75 FT. CAN PER 12", HORIZONTAL RUNS MORE THA 75 FT. CAN BE SLOPED 3/16 7) PER 12" E W@7@1 No a ON CENTER. PER BE SLOPED 1/16 )) uut;I SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. IF THE DUCT IS WITHIN 18 INCHES OF C MBUSTIBLE MATERIAL, PROVIDE UL -2221 LISTED DOUBLE WALL GREASE DUCT EQUAL TO CAPTIVE IRE SYSTEMS MODEL "DW- 2R, 3R, OR 3Z" ROUND 20 GAUGE 430 STAINLESS INNER DUCT INS LATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted El Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date HIGH TEMP GASKET TO SEAL THE FAN 1 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. A iNaA-- NFPA ��.,��,,�L Na 96 §W M JOBAB—BQ Jacksonville, FL LOCATION JACKSONVILLE, FL, 32202 .DATE' 7/12/2017 JOB # 3065511 ,0TYG # 15 DR4 #Ar BY RZV SCALA' 3/8" 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 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 b�.6.'ei:�9D-y zll} P -TXFr t qq �A N _ O O No. 4 10;76 ° $ ' A, ¢F�6fFif!/71PPi7@C919ii6t��+ DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M315 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 M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET WE 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 9`a N" J_ffsd � 4 '. d . DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M316 PERMIT SET r --Oqq am U C C6 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 Aj 6. No. 4a210ti,5 G ((( e MR �4fib �brN�t� 46 yY, .. DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M317 Exhaust Fan Wiring JOB 3065511 - AB-BQ Jacksonville, FL DRAWING NUMBER EXH3065511-3 SHIP DATE 7/12/2017 MODEL DUIBOHFA Installed Options 1 K 2 K BK MT -01 GR BK 3 oGR iComponent Identification Ld2d Description bion 4 MT -01 Fan Motor [2] SW -01 Main disconnect switch [2] 5 6 7 8 9 10 11 12 13 14 15 MOTOR INFO 16 EXHAUST 1HP-208V-3P-3.8FLA 17 18 g QALIN ORM 9D4t1 19 20 DENOTN S FIE ELD WIRING 21 DENOTES INTERNAL WIRING HARE COLOR 22 BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY 23 �;R PR - PURPLE RD - RED PK - PINK WH - WHITE JOBAB—BQ Jacksonville, FL LOCATION JACKSONVILLE, FL, 32202 N A4T.E' 7/12/2017 JOB 3065511 /�> wiN _� � �_� v C%) Us Inberbek "° °° •ram == = DX0 # 18 DR4 SYN BY RTV. SCALZ 3/8" = 1'-0" POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 & 1409 KINGSLEY AVENUE, BLDG 12A A C. PE 33192 LANE R. ORANGE PARK, FLORIDA 32073 LR HINKLE E PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. M. ELDER A. SPELLLLJR. PE S PE PE 56121 59418 54729 PERMIT SET v :a C: m 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 S FFie;! d! F Pr OR, b b � dV0. 4.,rf l; 9 y ��'''d€`x°&i93�i1lIFY➢i�d�g6�h+'�� DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING AirHandler Wiring JOB DRAWING NUMBER A3065511-4 SHIP DATE (ATTENTION ELECTRICIANI DROP FOR DISCONNECT CONNECTION IS FACTORY SUPPLIED CONNECT POWER TO THE DROP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3065511 — AB—BQ Jacksonville, FL 7/12/2017 1 MODEL AS—G18—MPU 17 sw-06#— -._ PS -01 18 19 Description Lit STANDARD PARAYE Supply motor : COOL ON "%%U E SAW A VA ON OUTSIDE 20 COOL HYSTERESIS 1 MIN. [17] MODE CHANGE TIME 5 MIN. Outside Air Sensor[20] COOL STAGE ON 71MER - 2 MIN. SN -02 COOL STAGE OFF 71MER 2 MIN. PE SINGLE STAGE OOCUJNG 21 �F ST��ApGEE ��pppSqLT,,��A�� GOpSp�I M. ELDER A. MATHEWS SPELL JR. gNQG NQ ffa 2 COOLING SE7POINT a 05F 56121 59418 54729 THR�EE 0p0p0UNG qSTAGES�Nppp� � 3 22 SM WOLIN8 MINT . 90F 23 CMBL BL BLBL 011 2 BL 013 P1 208%g o BL 011 �2� pp�� 013 P2 "—iCONDENSER 2 COI 208230 Condenser Wiring Labs1 Description Lit MT -01 Supply motor [2] PS -01 DDP-1D6-313 AFS [17] SN -01 Outside Air Sensor[20] PK — PINK SN -02 Discharge Air Sensor PE 20 SW -01 Main disconnect switch [2] SW -02 40 Amp Rotary Disconnect [15218] SW -06 Overflow Switch [16-17] TR -01 Power tronsformer(40va) [3] MPU Requires 200va Panel Mounted Version Instead of 40va TR -05 Cooling Transformer(40va) [4] TS -06 RTUilnk—ACNP [16] MOTOR INFO SUPPLY 2HP-208V-3P-5.9FLA 31Z SOND2 % I % TES — DENOTES FIELD WIRING — DENOTES INTERNAL WIRING WIRE COLOR BK — BLACK YW — YELLOW BL — BLUE GR — GREEN BR — BROWN GY — GRAY _A". PR — PURPLE RD — RED PK — PINK WH — WHITE HINKLE 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 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, No. -4 U 4° w v t�pfiA�4 N„f %g f466;®�OdA5a94n44'st'i:-. ,t,�� DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M319 Exhaust Fan Wiring JOB 3065511 - AB-BQ Jacksonville, FL DRAWING NUMBER EXH3965511-5 SHIP DATE 7/12/2017 MODEL DUSOHFA Installed Options Speed Control SC -01 1 RD Oj RD 2 K BK GIR MT -01 Gp R SW -01 Component Identification 3 LsbA Descrintlon I,(� 4 MT -01 Fan Motor 2 OD -01 Quids Disconnect 2 SC -01 Speed Contra i 5 SW -01 Main disconnect switch 2 6 7 8 s 10 11 12 13 14 15 MOTOR INFO 16 EXHAUST 0.25HP-1 15V-1 P-3.8FLA 17 18 Qty MOTOR IKL MOTOR/ TRL M 4.A 19 20 DENOTES WIRING 21 DENOTES INTERNAL WIRING 22 WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY 23 0-? - 3 A>1 PR - PURPLE RD - RED PK - PINK WH - WHITE JOBAB—BQ Jacksonville, FL LOC�ITIO.N JACKSONVILLE, FL, 32202 T CS)A4TZ 7/12/2017 JOB ,# 3065511 <r us Inwtek , / r— . C D#'0 ,# 20 -DR,4 rYN BY REV. SCALL' 3/8" = 1'-0" 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 _O LL my@ 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 S AN NO. 450z 6 q t �25af 93 Y f4 . t'�r 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING NO TAG PACKAGE # LOCATION SWITCHES LOCATION 02 - Face Mount Right Side of Hood SC-331110FP Wall Mount In SS Box Hood # 3 QUANTITY 1 Light 1 Fan OPTION Smart Controls Thermostatic Control FANS CONTROLLED TYPE ROBERT H.P. I VOLT FLA Exhaust 3 1.500 208 4.4 Exhaust 3 1.000 208 3.8 Exhaust 3 1.000 208 3.8 Supply 3 2.000 208 5.9 JOBAB-BQ Jacksonville, FL LOCATION JACKSONVILLE, FL, 32202 .DATE 7.0 /12/2017 JOB # 3065511 'ou D#r6! # 21 DRAXV BY REV SCALE 3/8" 17_0„ 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 Kwa W@7210011 v C: M 4-j <C 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 w C P L No.480$ 8 R; s yx... DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M321 JOB NO 3065511 DEL NUMBER SC-33111OFP B NAME AB–BQ Jacksonville, FL 2 -- -- -- -- - .....-- 3 PHASE 208-230 30 Amps 3 PHASE 208-230 30 Amps BREAKER PANEL TO PRIMARY CONTROL PANEL PE Responsibility. Electrician 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED C. MOK BREAKER PANEL PRIMARY CONTRO 4 HINKLE Hot 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. BREAKER 1PH Neutral 47 n I 120 V 5 15 A CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. B 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 7 BREAKER 3PH UNE UNE 208 V LINE _ MCA: 5.5 A Qmnd 8 MOCP: 15 A EXH-1 SM -1 WIRE TO VFD QUICK CONNECTOR 9 Ll BREAKER 3PH UNE 208 V UtIE 10 MCA: 4.8 A Ground MOCP: 15 A EXH-2 SM -2 VARE TO VFD QUICK CONNECTOR 11 BREAKER 3PH LINE 12 208 VUNE #1 MCA: 4.8 A Ground MOCP: 15 A EXH-3 SM -3 13 WIRE TO VFD QUICK CONNECTOR BREAKER 3PH 14 208 V MCA: 7.4 A Ground 15 MOCP: 15 A SUP -4 18 17 BREAKER PANEL TO FANS Responsibility: Electrician 18 19 20 21 -- -- -- -- - .....-- 3 PHASE 208-230 30 Amps 3 PHASE 208-230 30 Amps L. HINKLE PE 29302 SUP -4 C. MOK PE SUP -4 22 23 24 COND 1 COND 2 POWER TO CONDENSER Load Wring SM -1 WIRE TO VFD QUICK CONNECTOR Load Wiring SM -2 WiRE TO VFD QUICK CONNECTOR Load Wiring SM -3 WIRE TO VFD QUICK CONNECTOR Load Wiring ST -1 WIRE DIRECT TO STARTER DRAWN DY SC ENATIZ TYPE INSTALL DATE M NO 7/12/2017 ECP 41-1 CONTROL PANEL TO FANS Responsibility: Electrician FAN: 01 DESCRIPTION OF OPERATION: 3 Phan w/ control for 3 E oust Fans, 1 Su y Fan. Eldt met on in FM, Lights out In Fts, Fans) On/Off Thermostatically Controlled. Room temperature censor shipped loose for fWd installation. / WiRE TO MUST HAVE ITS OWN CONDUIT DISCONNECT DO NOT SHARE CONDUIT! FAN: 02 EXH-2 P WARE TO MUST HAVE ITS OWN CONDUIT DISCONNECT DO NOT SHARE CONDUIT] FAN: 03 EXH-3 4.4 lzw i 208 V 1.000 208 V 1.000 r 208 V I! WIRE TO MUST HAVE ITS OWN CONDUIT DISCONNECT DO NOT SHARE CONDUITI FAN: 04 SUP -4 in I •ae o 2.000 o T: 208 V WIRE TO FACTORY PROVIDED CONDUIT DROP CONTROL PANEL TO ACCESSORY ITEMS Responsibility. Electrician CONTROLPANEL TO FIRE SYSTEM MICROSWITCH IF MORE THAN ONE FiRE SYSTEM, WIRE IN SERIES AS SHOWN CONTROL PANEL J4 TO REMOTE MOUNTED SWITCHES MICROSWITCH 1 WIRE ARi TO NORMALLY CLOSED (2). C1 TO ARi SHOULD HAVE CONTINUITY WHEN ARMED. WIRE DIRECTLY TO CONTROL BOARD I IHMI CAT -5 CONNECTION PLACE END OF LINE PLUG IN EMPTY JACK. PN: EOL120AEO 1 0, I CONTROL PANEL TO HOOD LIGHTS 1400 W MAX CONTROL PANEL TO KITCHEN TEMP SENSOR CONTROL PANEL TO DUCT SENSOR CONTROL PANEL TO DUCT SENSOR CONTROL PANELI TO I DUCT SENSOR CONTROL PANE SIGNAL FOR EXTERNAL SHUNT TRIP CONTROL PANE SPARE FIRE SYSTEM DRY CONTACT TO EXTERNAL SWITCH HOOD LIGHTS 1 VIRE TO J–BOX ON TOP OF HOOD .� 1. —1— wwi u. I ROOM TEMP SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL SENSOR MOUNTED IN EXHAUST DUCT I RISER i SENSOR MOUNTED IN EXHAUST DUCT I RISER 1 SENSOR MOUNTED IN EXHAUST DUCT THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS ST TERMINAL IS ENERGIZED IN FIRE CONDITION. SIGNAL SWITCH THROUGH BMS WWIILL ACTIVATE ZONEi FANS AND TS COIL 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 s Po. 4,80 7 i DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M322 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 s Po. 4,80 7 i DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M322 I I' — —I UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG. z o 1 J9 120V I rN1 T-Wi — CONTROL INPUT _ I 120V H1=LINE, I' ' ' ' MOTOR POWER CIRCUIT 14 AWG O 3 PH —8—%U/Ti 208 v01 V/T2 MTR:EXH-1 HA: 800 p100:1. P101N/A FACTORY WIRING SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.06.00 HMI Rev. 2.06.00 1 8 ppc V60` BK N1=NEUTRAL, m 24V $ 9 1 • & ORANGE PARK, FLORIDA 32073 LANE R. 15 A W/T3 P1020.0 24 RELAY RELAY i LL ton U C C6 System Design 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 Installation 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 appropriate 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. ENGINEERING CORPORATION FLA. REG. EB -4577 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. 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 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 ��;et5ts6ap rc a r�<, 4r fy � 4 ✓'A '�C„� tl P \y lJA m d 9 G �� /N a ,meq g� �$� �•�F-` DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M324 SEE CIVIL DWG. FOR CONT. PQ1 2-1/2'rr JANITOR 1 111 CORRIDOR 110 ------------------------- -----� r------ — -- — — ---�, ' CONTRACTOR TO VERIFY, CONFIRM AND ' COORDINATE WITH GENERAL CONTRACTOR, KITCHEN EQUIPMENT SUPPLIER AND UTILITY COMPANY TO DETERMINE THE TYPE OF , FUEL SUPPLY, CONNECTING PIPESIZE, OFFICE i LOCATION AND OTHER REQUIREMENTS los NEEDED FOR THE PROPER AND SAFE ry OPERATION OF THE EQUIPMENT. COOLER ' KITCHEN CONTRACTOR TO VERIFY7 L 7 CONNECTIONS TO KITCHEN UI N ITKITCHEN - ' EQUIPMENT DRAW NGS AND EQU PM NT 104 ...' RACKS DISH 108 % MANUFACTURER AND PROVIDE ALL WASH. = ACCESSORIES REQUIRED FOR A COMPLETE ;; 105 OPERATIONAL CONNECTION. . .. s 0 SAUSAGE ROOM SERVERY 109 ' „ 103 -... I, p, i i Xwz e n n 1 i i CO=2 SOUTH PATIO 119 �;EE CIVIL DWG. FOR - CONT. P1) SEE ENLARGED PLUMBING PLAN "P101A" ON SHEET "P201JFOR PLUMBING DETAILS IN THIS AREA. P2) SEE ENLARGED PLUMBING PLAN "P1016" ON SHEET "P202 PE PLUMBING DETAILS IN THIS AREA. LANE R. UNDERGROUND SODA LINE CONDUIT, COORDINATE INSTALLATION 48076 WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. M. ELDER A. MATHEWS SPELL JR. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. 2O UNDERGROUND DOMESTIC WATER CONDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. PLUMBING FLOOR PLAN SCALE: 1/8" = V-0" f ALL DOMESTIC ;WATER PIPING LOCATED BELOW FINIMEN SHED 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 OF THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END. T— — — — — — — — — — — — — — — — — — — — — — — PROVIDE FREEZE PROTECTION HEAT TRACING, UNDER INSULATION, ON ALL EXPOSED ' EXTERIOR WATER SUPPLY PIPING. WATER SUPPLY SHALL BE INSULATED IN ACCORDANCE WITH THE PLUMBING AND HEAT TRACING MANUFACTURER SPECIFICATIONS. HEAT TRACING SYSTEM SHALL INCLUDE THE FOLLOWING: THERMON ' MODEL 5—FLX—I—OJ SELF—REGULATING HEATING CABLE WITH POLYOLEFIN OUTER JACKET TO PREVENT CORROSION. CABLE SHALL BE RATED FOR A START—UP ' TEMPERATURE OF 50 DEG. F., 120V, 15 AMP SERVICE WITH 5 WATTS/FT POWER OUTPUT AND A MAXIMUM CIRCUIT LENGTH OF 195'. INSTALL FLX WITH A CONTINUOUS COVERING OF AL -20P FOIL TAPE FOR FREEZE PROTECTION OF NON—METALLIC PIPE. ' PROVIDE WITH PCA—COM CIRCUIT FABRICATION KIT, JB—IK NON—METALLIC JUNCTION ' ... BO.X... WITH. NEMA 4X ENCLOSURE, AND N4X-40 LINE SENSING THERMOSTAT PRE—SET AT 40 DEG. F. FOR WATER SUPPLY REQUIRING HEAT TRACE CABLE. LINE SENSING ' THERMOSTAT IS RATED FOR 125V WITH SWITCH RATING OF 22 AMPS AND HOUSED IN A NEMA 4X ENCLOSURE. CAPILLARY SHALL BE MOUNTED TO PIPEWALL, UNDER INSULATION. FOR PIPES 1-1/4" AND SMALLER, INSULATION MUST BE ONE PIPE SIZE LARGER TO ACCOMMODATE HEATING CABLE, COMPLY WITH PLUMBING SPECIFICATIONS FOR ADDITIONAL INSULATION INFORMATION. PROVIDE ANY ADDITIONAL ACCESSORIES REQUIREDTOMAKE A COMPLETE AND FINAL INSTALLATION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. WALL TYPE LEGEND NON RATED: 4/ 9 /18 1 HR. RATED: — — — 2799P101 2 HR. RATED: — — 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 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 a50„EySSEEaE;s te.. s.. Rbgp �`ssfe ,A No. 4.q ` STA I � a .". opi r dii Y3 7dEElFdSE9EE9tt4SS81ii�bk�`y. DATE: 8.18.2017 1 ASI 1 12.1.2017 2 VE REVISIONS 4-20-18 PROJECT NO: 16111 PLUMBING FLOOR PLAN P101 ® PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" WALL TYPE LEGEND NON RATED: 4/ 6 /18 1 HR. RATED: — — — 2799P101 2 HR. RATED: - - - 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 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�,gE,RT,IVE LLC 4-2 tAR,, :e 4 �' 4 • o @ e � ® T? F p@ 1 @ 6 .......... baa' ''N6��taslrsarssRaaaA»ry"' -• DATE: 8.18.2017 Al ASI 1 12.1.2017 PROJECT NO: 16111 PLUMBING ROOF PLAN m VALVE BOX WITH COVER FLUSH WITH FINISHED GRADE. C HB -2 COOLER F-3 � 1 .0 LL1w HB -2 u I I I �— FD-1 MEN 113 .1 CORRIDOR 11 1 P1 GFS 6 1G GFY\ G2 G3 PS G1 GAS METER AND STREET PRESSURE REGULATOR BY "TECO PEOPLES GAS". I G2 GAS PIPE BELOW FINISHED GRADE. _ PROVIDE GAS PIPE LOCATED �1� G 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 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 w w 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. 0 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. P1 WALL TYPE LEGEND NON RATED: 4/9/18 1 HR. RATED: 2799P201 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 3;ases€saaaa aA�r �, en i� a ktie G f c 4 4 N f o.yr,^ m � va S-TAIE OF Y d DATE: 8.18.2017 1 ASI 1 12.1.2017 2 VE REVISIONS 4-20-18 PROJECT NO: 16111 ENLARGED PLUMBING PLAN P201 E-1 SINK P1 E-1 �. BAR E-1 EQUI SINK FS -1 A rI�FD-3 U FS -1 E-1 E-1 BAR SIN/ EQUIP. F';-1 / P1 SEE PLUMBING FLOOR PLAN ON SHE -ET "P101" FOR CONT. O 1/2" TRAP PRIMER LINE. 0 BALANCING VALVE WATTS MODEL LFCSM-61-S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 1.25 GPM FLOW. SEE PLANS FOR PIPE SIZE. UNDERGROUND SODA/BEER LINE CCNDUIT, COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT INSTALLER/MANUFACTURER. PROVIDE WITH MINIMUM 36 INCH RADIUS BENDS. ENLARGED PLUMBING PLAN "P101 B" SCALE: 1/4" E-1 SINK 2"VTR —lIL '� (f CA , ,, \N •� / /E-1 FD -3 ' /InKeo -1BAR ;>EQUIP. 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. 5. MV -2 MV -2 A A MV -2 E-155 P MV -2 E-1 E-1 BAR E-1 BAR SINK EQUIP. SINK EQUIP. „ 2 � � E-1 E-1 �. 5.A BAR 3 COMP. 2 3EQUIP. MV -2 SINK 11 E-1 MV -2 E-1 P1 II SINK E-1 MV -2 BAR 7" BAR r"EQUIP. MV -2,7 EQU1;1 TP -1 E-1 SINK1 '51 b` � TP -1 SA 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 F�AlALL TIC DOMESWATER PIPING LOCATED BELOW FINFL ISHED OOR 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 THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END. L � � 0 . WALL TYPE LEGEND POWELL & HINKLE ENGINEERI.NG, P.A. ROBERT L. HINKLE PE 29302 NON RATED:& 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 4/9/18 1 HR. RATED: - - - - (904) 264-5570 FAX:(904) 278-2646 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 2799P202 2 HR. RATED: — - — DAVID R. SPELL JR. PE 54729 PERMIT SET r1gem,.. 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.��gryy�. ;xpfaF A Alf a %C' ill��'^ I p a i s ��. 4D713 e STA,.'Palz DATE: 8.18.2017 ASI 1 12.1.2017 0 VE REVISIONS 4-20-18 PROJECT NO: ENLARGED PLUMBING PLANS P202 16111 4"VTR NJ \ / E-1 \ ��TSINK \� E-1 CO— Y 1 SINK HD-1 ,, "FD -3 1 / \ 3 / FS -1 N� Dr P1 E-1 �I E_1 / E-1 / FLOOR / TROUGH NI FD -3 -- �D FS -1 I/E 1 \' SINK 1� / �'' TD –1 CA .� 4"VTR S/ ,, I E-1 SI -1 SINK FD 2O E-1 DISH Y \ I WASHER 4 F-4 F-1 H \ g FS -2 CO -1 \ O` F-1 FD -1 \ '' jr FD -1 F-3 `VI \ \ C F-3 \ r�> i \ CO -1 / F-4 F-2 , 'I FD -1 �I F-1 H FD -1 �1 l CO FD -3 � E-1 3 COMP. SINK TFS-2 FS -2 FD -3 NI C I� I TI FS -1 FD -3 FS -1 1, KITCHEN (:ED SEE PLUMBING FLOOR PLAN ON SHEET "P101" FOR CONT. 'jj FS -1 EQUIP. (D 1/2" TRAP PRIMER LINE. SANITARY RISER DIAGRAM "1`101 A" NOT TO SCALE 1`1 S,A. �FC,4/ LL - U G� KITCHEN EQUIP. �g E-1 r SINK y � S ,1� _ 2\ Y1 C 1 I+� HB -2 BF— .\ 2 E-1 -1 WATER E-1 TP –1 : I----� FILTER SINK 3 I HB E 1 SINK /� �� - 11 1 1 �� • / 7/ .,MV -2 E-1 TP -2 SINK E-1 7/2'' A SINK HB -2 3 ^� .'� � E JANITOR �+ SINK `3fIlk I _N NIM F , r,, 1 E-1 I SINK 2\ 4" 1 ><""g " TE -1 BF 1 I –1 �'' /�`L t, 1 E-1 S, ICE A'� I I MACH. E-1 01 h .�I WH WH -1 �L�`� 2.. /, 'F1 KITCHEN � E WATER A -ti' �y� PRERINS �\�Z, I \ SOFTENER �, � � \��` \ IT ,, Hyl 5.1` \F 1H MV 1 �. E-1 DISH �t WASHER r I\ I� E-1 �3 COMP SINK I JIM X,, F-3 HB -1 F-3 \ S A F-2 F-4 J 1, TP -1 HB -2 I F -1H r I EQUIP. 1 1 VZ�N� 1 S A. E-1 KITCHEN I HB -3 LL- I EQUIP. 1 E-1 SINK TEA E-1 SODA 1`1 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 2.25 GPM_ FLOW. SEE PLANS FOR PIPE SIZE. O3 BALANCING VALVE WATTS MODEL LFCSM-61–S, PROVIDE PIPE SIZE VALVE SET TO PROVIDE 0.5 GPM FLOW. SEE PLANS FOR PIPE SIZE. DOMSETIC WATER RISER DIAGRAM "1`101A" NOT TO SCALE 7L DOMESTIC WATER PIPING LOCATED BELOW FINISHED FLOOR SHALL BE SLEEVE TH 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 4/6/18 OF THE CONDUIT (WATERTIGHT) APPROX. 2 TO 4 INCHES AT EACH END. 2799P301 WALL TYPE LEGEND NON RATED: 1 HR. RATED: — — — — 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 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 COOPERATIVE LLC w a 0.4807 m TtF- .0 F ._ t ® I Op. o DATE: 8.18.2017 1 ASI 1 12.1.2017 PROJECT NO: 16111 PLUMBING RISER DIAGRAMS P301 BUILDING FIXTURE UNIT CALCS. E-1 FIXTURE F. U. EACH TOTAL F.U. MBH DESCRIPTION TY WASTE WATER WASTE WATER EACH WATER CLOSET, FLUSH VALVE 3 6 10 18 30 199 URINAL, 3/4" FLUSH VALVE 1 2 5 2 5 104 LAVATORY 6 1 2 6 �� 12 1 FLOOR SINK - 4" TRAP 13 6 -30/48 RANGE - 420 TRENCH DRAIN - 4" TRAP 2 6 - 0/12 - 25 FLOOR DRAIN 17 2 - 14/20 - 1 HUB DRAIN - 4" TRAP 1 6 - 6 _ 402.4(3) OF THE 2014 FLORIDA FUEL GAS CODE. COMMERCIAL DISH WASHER 1 * 4 * 4 DEEP SEAL TRAP. MISC. EQUIP. (SODA, COFFEE, ETC.) 10 * 0.5 * 5 (LINE) GAS PRESSURE REGULATORS SHALL COMPLY WITH NFPA, SHALL BE LISTED IN HAND/BAR SINK(DIRECT WASTE)14 ACCORDANCE WITH NFPA, AND SHALL BE EQUIPPED WITH AND LABELED FOR 2 2 18/10 28 1 PRE -RINSE SINK 1 3 4 0/3 4 DUAL CHECK VALVE WITH INTERMEDIATE ATMOSPHERIC VENT; WATTS SERIES MOP/UTILITY SINK 1 3 3 0/3 3 REQUIRED. THREE COMP. SINK 2 * 4 * 8 PLUG AND STAINLESS STEEL COVER. ICE MACHINE 1 * 2 * 2 CONNECTIONS. BAG -N -BOX 1 - 2 * 2 CONSTRUCTION. BELL AND GOSSETT MODEL NBF-9 SYSTEM LUBRICATED PREP SINK 2 * 4 * 8 INSTRUCTION. HOSE BIB/ STATION 8 * 2 * 16 1 SYSTEM RATED AT 199,000 BTU/H WITH MINIMUM ACTIVATION FLOW RATE OF 0.4GPM, RINNAI RUC98i MODEL REU-KBD3237FFUD-US. AQUASTAT MODEL AQ, INSTALL PER MANUFACTURES RECOMMENDATIONS. FD -1 SYSTEM TO CONTAIN TWO (2) GAS WATER HEATERS TOTAL. PROVIDE AND INSTALL WITH FLOOR DRAIN; ZURN MODEL ZURN ZN415S-P-Y-VP WITH VANDAL PROOF SAN/GW SQUARE NICKEL BRONZE STRAINER, SEDIMENT BUCKET, AND 1/2" TRAP WITH CONDENSATE NEUTRALIZER KITS. SET WATER HEATERS TO DELIVER 140° F. HOT WATER. BUILDING TOTALS 88/96 127 U.L. LISTED INSTANTANEOUS WATER HEATER WITH MICRO -PROCESSOR TEMPERATURE CONTROL. EEMAX TOTAL GPM _ 75 DEG. F. REQ'D. PIPE SIZE 4"/6" 9-1^19" * WASTE ACCOUNTED FOR UNDER FLOOR DRAINS/SINKS. BUILDING GAS DEMAND E-1 MARK FIXTURE CONN. MBH QTY. AND FINAL CONNECTION TO EQUIPMENT. MBH F-1 INV. EL. WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH EACH EACH WITH 8" DEEP W/ACID RESISTANT INTERIOR, ALUMINUM BUCKET AND ALL WH -1 GAS WATER HEATER ** 199 2 WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH 398 ITEM K5 TILT SKILLET 1/2" 104 1 HB -1 ANTI -SIPHON TRIMLINE WALL HYDRANT WITH LOCKABLE FLUSH MOUNTED 104 ITEM K7 FRYER 3/4" 140 1 UT104E WITH TOTO ECOPOWER 0.5 GPF SENSOR OPERATED FLUSH VALVE MODEL TEU1 LN123CP. PROVIDE WITH FLOOR MOUNTED HEAVY DUTY CARRIER. 140 ITEM K8 RANGE ** 420 1 HB -2A FREEZELESS WALL HYDRANT; WOODFORD MODEL 65 WITH ANTI -SIPHON 420 ITEM K10 WOOD GRILL STARTER ** 25 1 REQUIREMENTS. 25 TOTAL MBH FREEZELESS YARD HYDRANT; WOODFORD MODEL Y30 WITH ANTI -SIPHON 1087 REQ'D. PIPE SIZE 1-1 /2" MODEL K-2057 SHROUD. PROVIDE WITH TOTO ECOPOWER SENSOR HB -5 SYSTEM SIZED FOR LESS THAN 2 PSI WITH 3 IN W.C. (14" W.C.) PER TABLE ROOF MOUNTED FREEZELESS HYDRANT, WOODFORD MODEL RHY1-MS WITH 402.4(3) OF THE 2014 FLORIDA FUEL GAS CODE. 1/8" DRAIN HOLE AND VACUUM BREAKER. 0.5 PSI GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 150'. HD-1 MBH RATING FOR EQUIPMENT IS DETERMINED BY THE MANUFACTURER. HUB DRAIN; J.R. SMITH 3821 WITH 6" DIA. FUNNEL TOP, P -TRAP AND 4" WHERE NOT PROVIDED AS PART OF THE GAS APPLIANCE, WHERE REQUIRED BY DEEP SEAL TRAP. EQUIPMENT MANUFACTURER, PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL MV -1 APPLIANCE (LINE) GAS PRESSURE REGULATORS TO REDUCE GAS SUPPLY PRESSURE HOT WATER HIGH/LOW TEMPERATURE TEMPERING VALVE WITH OPTIONAL DOWN TO MANUFACTURER REQUIRED APPLIANCE OPERATING PRESSURES. APPLIANCE INLET THERMOMETERS, INTEGRAL CHECK STOPS, LOCKABLE STAINLESS STEEL (LINE) GAS PRESSURE REGULATORS SHALL COMPLY WITH NFPA, SHALL BE LISTED IN SURFACE MOUNT CABINET AND OUTLET BALL VALVES. FURNISH UNIT WITH ACCORDANCE WITH NFPA, AND SHALL BE EQUIPPED WITH AND LABELED FOR SHUT OFF VALVES, AND UNIONS. LEONARD MODEL TM-186-82OB-LF-STST UTILIZATION WITH AN APPROVED FACTORY INSTALLED VENT -LIMITING DEVICE IN EXP -IT. SET LEAVING WATER TEMPERATURE AT 120°F MAXIMUM. COORDINATE ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND NFPA. EXACT MOUNTING LOCATION WITH OWNER/ARCHITECT PRIOR TO PLUMBING EQUIPMENT SCHEDULE E-1 J-- EQUIPMENT PROVIDED AND INSTALLED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED ACCESSORIES (ie. WALL SUPPLIES, FS -1 FLOOR SINK; ZURN MODEL Z1910 -KC -23 WITH 8" SQUARE FLOOR SINK WITH SUPPLY LINES, DRAIN, P -TRAP, GAS SUPPLY LINE, ETC.) FOR A COMPLETE 6" DEEP W/ACID RESISTANT INTERIOR, ALUMINUM BUCKET AND ANCHOR AND FINAL CONNECTION TO EQUIPMENT. FLANGE. FS -2 F-1 INV. EL. WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH FLOOR SINK; ZURN MODEL Z1901 -KC -23 WITH 12" SQUARE FLOOR SINK ELONGATED BOWL AND SENSOR ACTIVATED FLUSH VALVE WITH MANUAL WITH 8" DEEP W/ACID RESISTANT INTERIOR, ALUMINUM BUCKET AND OVERRIDE BUTTON, KOHLER MODEL K-4405. PROVIDE KOHLER BATTERY ANCHOR FLANGE. POWERED SENSOR OPERATED 1.28 GPF FLUSH VALVE MODEL K-10673 WITH ANGLE STOP AND KOHLER MODEL K -4731 -SC OPEN FRONT SEAT. GI -1 GREASE INTERCEPTOR, SCHIER PRODUCTS MODEL GB -250. PROVIDE THREE F -1H UNITS WITH REMOTE PUMP OUT KIT MODEL 8400-005-01 FOR EACH UNIT. WHITE VITREOUS CHINA FLOOR MOUNT FLUSH VALVE WATER CLOSET WITH COORDINATE WITH OWNER FOR EXACT LOCATION OF PUMP OUT CONNECTION ELONGATED BOWL AND SENSOR ACTIVATED FLUSH VALVE WITH MANUAL LOCATION. INSTALL PER MANUFACTURE INSTRUCTION TO PROVIDE TRAFFIC OVERRIDE BUTTON, KOHLER MODEL K-4405. PROVIDE KOHLER BATTERY RATED INSTALLATION. POWERED SENSOR OPERATED 1.28 GPF FLUSH VALVE MODEL K-10673 WITH ANGLE STOP AND KOHLER MODEL K -4731 -SC OPEN FRONT SEAT. INSTALL HB -1 ANTI -SIPHON TRIMLINE WALL HYDRANT WITH LOCKABLE FLUSH MOUNTED TOILET AND FLUSH VALVE TO COMPLY WITH A.D.A. REQUIREMENTS. WALL BOX; WOODFORD MODEL B75 WITH ANTI -SIPHON VACUUM BREAKER F-2 AND TEE KEY HANDLE. PROVIDE BOX WITH VANDAL RESISTANT LOCKABLE WHITE VITREOUS CHINA WALL HUNG FLUSH VALVE URINAL; TOTO MODEL COVER. HB -2 UT104E WITH TOTO ECOPOWER 0.5 GPF SENSOR OPERATED FLUSH VALVE MODEL TEU1 LN123CP. PROVIDE WITH FLOOR MOUNTED HEAVY DUTY CARRIER. FREEZELESS WALL HYDRANT WITH LOCKABLE FLUSH MOUNTED WALL BOX; F-3 WOODFORD MODEL B65 WITH ANTI -SIPHON VACUUM BREAKER AND TEE KEY WHITE VITREOUS CHINA ABOVE COUNTER MOUNT LAVATORY, KOHLER VOX HANDLE. PROVIDE BOX WITH VANDAL RESISTANT LOCKABLE COVER. MODEL K-2749-1. PROVIDE WITH TOTO ECOPOWER SENSOR OPERATED LAVATORY FAUCET MODEL TEL115-D10EM WITH ASSE 1070 THERMAL MIXING HB -2A FREEZELESS WALL HYDRANT; WOODFORD MODEL 65 WITH ANTI -SIPHON VALVE. PROVIDE WITH GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS VACUUM BREAKER AND TEE KEY HANDLE. P -TRAP, LOOSE T -KEY WALL SUPPLIES AND METAL BRAIDED SUPPLY LINES. SET LEAVING WATER TEMPERATURE FROM MIXING VALVE TO MAXIMUM OF HB -3 RECESS WALL MOUNTED STAINLESS STEEL COLD &HOT WATER HOSE 105°F. INSULATE DRAIN AND SUPPLY LINES TO COMPLY WITH A.D.A. SUPPLY BOX. ACORN NEPTUNE MODEL 8146 WITH INTEGRAL STOPS. REQUIREMENTS. HB -4 F-4 FREEZELESS YARD HYDRANT; WOODFORD MODEL Y30 WITH ANTI -SIPHON WHITE VITREOUS CHINA, WALL HUNG LAVATORY WITH SHROUD FOR VACUUM BREAKER AND TEE HANDLE. INSTALL PER MANUFACTURE HANDICAPPED, KOHER PINOIR MODEL K-2035-1 WITH SINGLE HOLE AND INSTRUCTION. MODEL K-2057 SHROUD. PROVIDE WITH TOTO ECOPOWER SENSOR HB -5 ACTIVATED LAVATORY FAUCET MODEL TEL115-D10EM WITH ASSE 1070 ROOF MOUNTED FREEZELESS HYDRANT, WOODFORD MODEL RHY1-MS WITH THERMAL MIXING VALVE, OFFSET GRID DRAIN, 17 GA. POLISHED CHROME 1/8" DRAIN HOLE AND VACUUM BREAKER. CAST BRASS P -TRAP, LOOSE T -KEY WALL SUPPLIES, METAL BRAIDED HD-1 SUPPLY LINES AND HEAVY DUTY CHAIR CARRIER. SET LEAVING WATER HUB DRAIN; J.R. SMITH 3821 WITH 6" DIA. FUNNEL TOP, P -TRAP AND 4" TEMPERATURE TO 105 deg. F. MAXIMUM. INSULATE DRAIN AND SUPPLY DEEP SEAL TRAP. LINES TO COMPLY WITH A.D.A. REQUIREMENTS. MV -1 F-5 HOT WATER HIGH/LOW TEMPERATURE TEMPERING VALVE WITH OPTIONAL WHITE CAST IRON WALL HUNG UTILITY SINK, KOHER BROCKWAY MODEL K-3202. INLET THERMOMETERS, INTEGRAL CHECK STOPS, LOCKABLE STAINLESS STEEL PROVIDE WITH TWO KOHLER CANNOCK LEVER HANDLE FAUCET SURFACE MOUNT CABINET AND OUTLET BALL VALVES. FURNISH UNIT WITH MODEL K-8892 WITH ASSE 1070 THERMAL MIXING VALVE, KOHLER MODEL K-8820 SHUT OFF VALVES, AND UNIONS. LEONARD MODEL TM-186-82OB-LF-STST DRAIN, 17 GA,. POLISHED CHROME CAST BRASS P -TRAP, LOOSE T -KEY WALL EXP -IT. SET LEAVING WATER TEMPERATURE AT 120°F MAXIMUM. COORDINATE SUPPLIES, METAL BRAIDED SUPPLY LINES AND HEAVY DUTY EXACT MOUNTING LOCATION WITH OWNER/ARCHITECT PRIOR TO CHAIR CARRIER. SET LEAVING WATER TEMPERATURE TO 105 deg. F. INSTALLATION. MAXIMUM. INSULATE DRAIN AND SUPPLY LINES TO COMPLY WITH A.D.A. MV -2 REQUIREMENTS. BF -1 PROVIDE WITH LEONARD POINT OF USE MIXING VALVE MODEL 170 WITH DUAL CHECK VALVE WITH INTERMEDIATE ATMOSPHERIC VENT; WATTS SERIES RECESS MOUNTED LOCKING VALVE BOX. INSULATE SUPPLY AND DRAIN LINES TO COMPLY WITH A.D.A. REQUIREMENTS. 9D. ROUTE DRAIN LINE: FROM VENT/DRAIN CONNECTION OF BACKFLOW SI -1 PREVENTER ABOVE CEILING, DOWN WALLS, AND TERMINATE OVER NEAREST DRAIN -NET MODEL A6 FLAT STRAINER. PROVIDE WITH LEG EXTENSIONS AS FLOOR DRAIN/FLOOR SINK SERVING KITCHEN/BAR EQUIPMENT WITH MINIMUM REQUIRED. AIR GAP REQUIRED BY' THE 2014 FLORIDA PLUMBING CODE. TP -1 CO -1 TRAP PRIMER, MIFAB MODEL M1-500 WITH MODEL MI -DU DISTRIBUTION UNIT WALL CLEANOUT, ZURN Z1446 -BP -VP WITH VANDAL PROOF SCREW, BRONZE (WHERE REQUIRED). PLUG AND STAINLESS STEEL COVER. TP -2 CO -2 FLOOR CLEANOUT, ZURN ZS1400-BP-VP WITH ROUND EXTRA -HEAVY-DUTY SURACE MOUNTED WITH BOX MINI -PRIME ELECTRONIC TRAP PRIMER, PRIME -RITE MODEL PTS -120V AS MANUFACTURED BY PRECISION PLUMBING STAINLESS STEEL TOP WITH VANDAL PROOF SCREWS AND BRONZE PLUG. PRODUCT INC. PROVIDE WITH REQUIRED CONNECTION POINTS, CAP UNUSED CO -3 CONNECTIONS. FLOOR CLEANOUT, ZURN Z1400 -BP -VP WITH ROUND EXTRA -HEAVY-DUTY TD -1 CAST IRON TOP WITH VANDAL PROOF SCREWS AND BRONZE PLUG. CP -1 6" WIDE STAINLESS STEEL TRENCH DRAIN, J. R. SMITH MODEL 9837 IN-LINE LEAD FREE HOT WATER CIRCULATION PUMP WITH BRONZE TRENCH DRAIN SYSTEM WITH 9870 -450 -SS SLOTED STAINLESS STEEL GRATE. CONSTRUCTION. BELL AND GOSSETT MODEL NBF-9 SYSTEM LUBRICATED TE -1 CIRCULATOR WITH 120 VOLTS, 41 WATTS. PUMP CAPACITY SHALL BE 2 GPM AT 5 FT. HEAD. FACTORY PRE -CHARGED DIAPHRAGM TYPE LEAD FREE EXPANSION TANK FOR PROVIDE WITH BELL AND GOSSETT AQUASTAT MODEL AQ, INSTALL PER MANUFACTURES RECOMMENDATIONS. POTABLE WATER. AMTROL THERM-X-TROL MODEL ST-30VC. INSTALL PER MANUFACTURE CP -2 INSTRUCTION. WH -1 IN-LINE LEAD FREE HOT WATER CIRCULATION PUMP WITH BRONZE CONSTRUCTION. BELL FORCED COMBUSTION, INDOOR MOUNTED, CONDENSING, TANKLESS, AND GOSSETT MODEL NBF-25-SPEED 3 SYSTEM LUBRICATED CIRCULATOR WITH 120 VOLTS, 125 WATTS. TEMPERATURE CONTROLLED, CONTINUOUS FLOW, EACH GAS WATER HEATER PUMP CAPACITY SHALL BE 5 GPM AT 12 FT. HEAD. PROVIDE WITH BELL AND GOSSETT SYSTEM RATED AT 199,000 BTU/H WITH MINIMUM ACTIVATION FLOW RATE OF 0.4GPM, RINNAI RUC98i MODEL REU-KBD3237FFUD-US. AQUASTAT MODEL AQ, INSTALL PER MANUFACTURES RECOMMENDATIONS. FD -1 SYSTEM TO CONTAIN TWO (2) GAS WATER HEATERS TOTAL. PROVIDE AND INSTALL WITH FLOOR DRAIN; ZURN MODEL ZURN ZN415S-P-Y-VP WITH VANDAL PROOF CONCENTRIC VENT KIT, TWO (2) MCC-91-2US CONTROLLERS, MSB -M MULTI -UNIT CONTROLLER. PROVIDE SQUARE NICKEL BRONZE STRAINER, SEDIMENT BUCKET, AND 1/2" TRAP WITH CONDENSATE NEUTRALIZER KITS. SET WATER HEATERS TO DELIVER 140° F. HOT WATER. SEAL PRIMER CONNECTION. WH -2 FD -2 FLOOR DRAIN; ZURN MODEL ZURN ZN508S-P-Y WITH SQUARE STAINLESS U.L. LISTED INSTANTANEOUS WATER HEATER WITH MICRO -PROCESSOR TEMPERATURE CONTROL. EEMAX STEEL STRAINER, ACID RESISTANT EPDXY COATED BODY, SEDIMENT BUCKET MODEL EX4208T ML -N4 WITH 208VOLT/1PHASE. SET WATER HEATER TO PROVIDE 105 AND 1/2" TRAP SEAL PRIMER CONNECTION. DEG. F. FD -3 FLOOR DRAIN; ZURN MODEL ZURN ZS415SS-AR-P-Y WITH SQUARE STAINLESS STEEL STRAINER, ACID RESISTANT EPDXY COATED BODY, 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 WALL TYPE LEGEND LEGEND M FLOOR DRAIN J-- FLOOR CLEANOUT -- �- WALL CLEANOUT S TRAPPED DRAIN -----V TRAP INV. EL. INVERT ELEVATION -- COLD WATER + UNION _ BALL VALVE A. P. (EXCEPT OTHERWISE NOTED) ►: VALVE (NORMAL CLOSE) ------------- PRESSURE RELIEF VALVE - EXISTING COLD WATER C� EXISTING HOT WATER D"4 CONTROL VALVE/REGULATOR --ate- STRAINER/FILTER C PIPE RISERS (DROP) -0--0- --0- PIPE RISERS (UP) -- -3 PIPE END (CAPPED) S SANITARY SEWER LINE -----V VENT LINE JIL`VTR VENT THRU ROOF ---- HOT WATER �{ WALL HYDRANT S. A. SHOCK ABSORBER A. P. ACCESS PANEL - - - - EXISTING SANITARY SEWER ------------- EXISTING VENT ------ DEMOLITION --�I - CHECK VALVE - - - GAS - - - CA - COMPRESSED AIR I- - - - - - - - - - - - - - - - - - - - - - - - - - -- 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. I 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 I 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. 7. MAINTAIN A MINIMUM 10' CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR INTAKES AND SANITARY VENTS. I 8. FIELD VERIFY BUILDING STRUCTURAL, NOTIFY GENERAL CONTRACTOR FOR ' 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 SHALL BE GROUPED TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS PANELS IF POSSIBLE. PROVIDE WITH IDENTIFICATION TAG INDICATING AREAS THE I VALVE CONTROLS. 10. COORDINATE ALL LATERAL CONNECTIONS WITH CIVIL ENGINEERING DRAWINGS, ANY CONFLICTS TO BE RESOLVED PRIOR TO START OF CONSTRUCTION. I 11. CLEANOUTS ON 6" AND SMALLER PIPING SHALL BE PROVIDED WITH A 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 I- -- - - - - - - - - - - - - - - - - - - - - - - - -I Q MODEL PDI MIPS DIMENSIONS (APPROXIMATE) 29302 FICAPACITY IT GALTON SIZE THREAD CHAMBER ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 A B VOLUME 56121 in. in. A. MATHEWS PE in. cubic in. DAVID R. 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. NON RATED: � & H 4/9/18 1 HR. RATED: - - - 2 79 9 P 401 2 HR. RATED: - ENGINEERING WATER HAMMER ARESTOR NOT TO SCALE 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 THOMAS M. ELDER PE 56121 CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET -C U N Coco 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 y�ay�etta�,sa+�a4tarraa aa�r, a,eaF,�,, If. Ags t1{?y ap .. a d o N�.4 078 m P STA. �, F a a s 5� DATE: 8.18.2017 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 PLUMBING LEGEND, SCHEDULE & MISC. DETAILS P401 z 1A" rnl n MATC0 LINE WALL FACE ANTI -CONTAMINATION CLOSE COUPLED FREEZE LESS WALL HYDRANT WITH APPROVED VACUUM BREAKER -BACKFLOW PREVENTER, TEE KEY, CHROME FINISH. 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 (-OVFR PI ATE Ld > o C) LL_ M a o -H = V) z DETAIL — WALL CLEANOUT NOT TO SCALE PUMP ROD — 1/8" TAP FOR BLEED FITTING CONNECTION 24" CRUSHED STONE OR GRAVEL HEAVY-DUTY SCORIATED COVER WITH "CO" CAST IN 12"x12 X4 THICK CONCRETE PAD r- FINISHED GRADE ADJUSTABLE \IJ` GASKETED ABS CLEANOUT PLUG DETAIL — ONE—WAY CLEANOUT ON GRADE NOT TO SCALE HEAVY-DUTY SCORIATED 12"x12"X4" THICK COVER WITH "CO" CAST IN CONCRETE PAD �- FINISHED GRADE GASKETED ABS CLEANOUT PLUG ADJUSTABLE DETAIL — 2—WAY CLEANOUT ON GRADE NOT TO SCALE INLET OF 3" VENT 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 OPTIONAL- 2" OIL DRAW -OFF TOP VIEW INLET AND OUTLET - DIFFUSERS W/INSPECTION PORT 7- I IC WATER LEVEL I GREASE INTERCEPTOR SPECIFICATIONS: OUTLET 1. 4" PLAIN END INLET/OUTLET. PE 2. UNIT WEIGHT - W/COMPOSITE COVERS: 230 Ibs; A W/CAST IRON COVERS: 340 Ibs. nchen�Iel 3. SEAMLESS HIGH DENSITY POLYETHYLENE TANK WITH iencularteedr r^.aeizrct MAXIMUM OPERATION TEMPERATURE 190' F. _ CONTINUOUS. f 4. CAPACITIES - LIQUID: 275 GAL; GREASE: 1076 (147.4 G Guidelines at link below) Pump Out GAL.): SOLIDS: 105 GAL. M. ELDER A. MATHEWS SPELL JR. 5. FACTORY INSTALLED BUILT-IN FLOW CONTROL. p 6. FOR GRAVITY DRAINAGE APPLICATIONS ONLY. DO NOT Medium Grease With Flatware 0.0325 0 USE FOR PRESSURE APPLICATIONS. 75CJ:. 7. COVER PLACEMENT ALLOWS FULL ACCESS TO TANK 3,071 FOR PROPER MAINTENANCE. Low Grease No Flatware 0.005 0 8. VENT NOT REQUIRED UNLESS PER LOCAL CODE. fl 9. ENGINEERED INLET AND OUTLET DIFFUSERS ARE 0 REMOVABLE TO INSPECT/CLEAN PIPING. High Grease No Flatware0,035 0 ;:, 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 - q OF 3" VENTS THE INLET DIFFUSER SPLITS INFLUENT INTO THREE PATHS, CREATING LAMINAR FLOW AND UTILIZING THE ENTIRE LIQUID - - q 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 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 F.d a d ° d Qa GASKETE=D ABS CLEANOUT PLUG DETAIL — ONE—WAY FLOOR CLEANOUT NOT TO SCALE CONC. FLOOR SLAB SEE STRUCTURAL DWG. FOR THICKNESS ADJUSTABLE HOUSING SPIGOT OUTLET HEAVY-DUTY SCORIATED COVER WITH "CO" CAST IN FINISHED FLOOR a F — GASKETED ABS CLEANOUT PLUG DETAIL —2—WAY FLOOR CLEANOUT NOT TO SCALE AIR ADMITTANCE VALVE, RECOMMENDED MANUFACTURER TO BE "STUDOR", MODEL TO FIXTURE, "MINI -VENT". SEE DRAWINGS PIPE CAP FOR TYPE d- 5'-0" MAX. 1-1/2" VENT TEE - 1 -1/2" WASTE LINE DISCHARGE .PIPE 3" HUB DRAIN WITH r,oriaa ouuaing Looe jecrion luus.s.4 Grease interceptors and automatic grease removal devices shall be sized in accordance with PD1 G101, ASME A112.14.3 . [4" drain pipe requires a min of 75 GPM] I'il r POWELL & HINKLE ENGINEERING, P,A, 1. Enter approximate number of Meals Served Daily PE +.0 iisr : l?nc nchen�Iel ENTER It iencularteedr r^.aeizrct nx�i:rmcc.'lwyxdrain _ 19.44 glint 20 gj' t lis s;l7ati� G Guidelines at link below) Pump Out THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. Low Grease With Flatware 0.0065 0 p Medium Grease With Flatware 0.0325 0 gpni STEP 2: GREASE PRODUCTION POWELL & HINKLE ENGINEERING, P,A, 1. Enter approximate number of Meals Served Daily PE 2. Enter number of days between pump out cycle (quarterly cycle is 90 days) 1409 KINGSLEY AVENUE, BLDG 12A & H 3. Select Great Basin'"' unit that most closely matches flow rate and grease storage lbs. C. MOK ENTER It 33192 ORANGE PARK, FLORIDA 32073 Meals Restaurant Type Grease per Meal (See Sizing Days between yp Grease Storage Needed (Ibs.) PE Per Da G Guidelines at link below) Pump Out THOMAS RICHARD DAVID R. M. ELDER A. MATHEWS SPELL JR. Low Grease With Flatware 0.0065 0 p Medium Grease With Flatware 0.0325 0 0 75CJ:. High Grease With Flatware 0.045517779f1„ •', 3,071 Low Grease No Flatware 0.005 0 p fl Medium Grease.No Flatware 0.025 Q 0 High Grease No Flatware0,035 0 ;:, 0 TOTAL GREASE STORAGE NEEDED IN LBS. 3,071 RECOMMENDED GREAT BASIN UNIT -GB' -250'S 3 -GB -250's are certified to the ASME 112.14.3 standard at 100 GPM to hold 3,228 lbs of grease. Multiple Units Shall be installed in Series- Please specifv Cast Iron Covers IGREASE PRODUCTION SIZING METHOD: 4"X3" REDUCER AIR GAP = 2 x "d" FITTING AND 3" STAINLESS STEEL FINISH FLOOR STRAINER. REFERENCE ID SHEETS. 4 4 d. d d a a o d da d c C FLOOR SLAB DETAIL — AIR ADMITTANCE VALVE NOT TO SCALE 1/2" TRAP PRIMER SUPPLY /-DOMESTIC WATER LINE ISOLATION VALVE I I ACCESS DOOR i TRAP PRIMER VALVE (AS NECESSARY TO ALLOW ACCESS) DISTRIBUTION UNIT (WHERE NECESSARY) I I 1/2" TRAP PRIMER LINE L— —J SLEEVE THRU SLAB � � FLOOR DRAIN /-FLOOR SLAB DETAIL — TRAP PRIMER NOT TO SCALE d SEAL BETWEEN PIPE AND 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.--\ d PDRAINLINE FLOOR GRATE MOUNT FLUSH WITH FLOOR AIR GAP = 2 x "d" 4 voov v p. V, o O p o '. LIFT OUT HJ, 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. d FLOOR _III—III o —I I I1 I III—III—III—III PVC SLEEVE SIZED III—I I—I III—I I—I I—I I=I I TWO PIPE SIZES i I—III III—III — III—III— LARGER THAN PIPE —I I—I III— III=III=III—II LOCATED WITHIN III—I III—III—III=11I=_ (UNLESS OTHERWISE III=I III=III=I I SPECIFIED). SITE UTILITY — WATER SERVICE _ — - -III 1=III=III=III=III=III= DETAIL — WATER SERVICE ENTRANCE NOT TO SCALE WALL TYPE LEGEND NON RATED: 4/ 6 /18 1 HR. RATED: — — — 2799P402 2 HR. RATED: — — PERMIT SEl 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 q 5nr6�11�.l1f t B P w:5 T IA � o atryd� 8•�t1€.tas.,r DATE: 8.18.2017 PROJECT NO: 16111 PLUMBING DETAILS P402 POWELL & HINKLE ENGINEERING, P,A, ROBERT L. HINKLE PE 29302 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 SEl 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 q 5nr6�11�.l1f t B P w:5 T IA � o atryd� 8•�t1€.tas.,r DATE: 8.18.2017 PROJECT NO: 16111 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° HOT WATER SUPPLY SEE PLANS FOR CONT. CONCENTRIC VENT THROUGH ROOF (TYP.) WATER HEATER WH -1 STRAINER W/200 MICRON SCREEN AQUASTAT 1407. H TERMINATE CONDENSATE DRAIN LINE AT HUB DRAIN CHECK VALVE (TYP.) GAS SUPPLY SEE PLANS FOR CONT. TIF-ICOLD WATER SUPPLY SEE 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)�- - �CW SUPPLY PIPING. 120°HW SUPPLY-- - - --�- - DISTRIBUTION. I I THERMOSTAI VALVE. SEE EQUIPMENT `. 140° HW SUPPLY FROM WATER HEATER(S). C HEAT TRAP 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 ■ TO EQUIPMENT GAS MAIN EQUIPMENT GAS CONNECTION SCALE: NTS (KITCHEN EQUIPMMENT ONLY) QUICK DISCONNECT gTAINI FSC CTPPI EQUIPMENT GAS CONNECTION SCALE: NTS ROOF TYPICAL PIPE SUPPORT GAS PIPE REFER TO ANCHORED TO DECK----. /SUPPORTED DETAIL CEILING PIPE WITHOUT JOINTS DONOT INSTAL�LVES IN CEILING _ SPACE _ _---_ IN CEILING SPACE EXHAUST HOODTYPICAL PIPE SUPPORT ANCHORED TO WALL GAS PIPE HEADER ALONG WALL BEHIND J MANUAL GAS VALVE COOKING EQUIPMENT, APPROXIMATELY GAS SHUT- OFF VALVE. 12" ABOVE FLOOR, WITH SCREWED PROVIDED BY HOOD FITTINGS. SIZE AS SHOWN ON PLANS_. VENDOR, INSTALLED BY PROVIDE QUANTITY AND SIZE OF P.C. INTER CONNECT TO CONNECTIONS AS REQUIRED FOR HOOD FIRE SUPPRESSION EQUIPMENT BEING SERVED. SYSTEM BY F.P.C. PI -G FLEXIBLE APPLIANCE CONNECTOR FURNISHED MANUAL GAS u - * BY FSEC AND INSTALLED VALVE (TYP) TYPICAL 6" DIRT LEG BY PLUMBING CONTRACTOR FLOOR TO 6" ABOVE FLOOR 11 ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS. ATTACH RISER & HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION, COOKING APPLIANCE GAS PIPE DETAIL SCALE: NTS 3/8" GAUGE VALVE/FITTING WITH PRESSURE GAGE. GAS PIPING LOCKABLE TYPE. TO BUILDING ELBOW SEISMIC GAS RATED 'rr SWING JOINT (TYP). SHUT-OFF VALVE. _L ELBOW SEISMIC GAS PRESSURE T SWING JOINT (TYP). SCHEDULE 40 STEEL REGULATOR O SLEEVE SIZED TWO UNION (TYP). PIPE SIZES LARGER THAN PIPE LOCATED DIELECTRIC UNION —�_ WITHIN. SEAL IN ACCORDANCE WITH THE 3/8" GAUGE VALVE/FITTING GAS METER 2012 INTERNATIONAL WITH PRESSURE GAGE. l.J-]_ FUEL GAS CODE. LOCKABLE TYPE. UTILITY SERVICE SHUT-OFF EXTERIOR WALL VALVE. LOCKABLE (TYP). SEE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION. CONCRETE GRAD,E,fIf METER PAD_ _ GRADE Y►Ih6l Ia-�J I I III I II I IIIIII—III— I VIII Iq:jq1IBE(4"A . — I I I —I II GAS PIPING PROVIDE BELOW GRADE PIPE WITH TRACER FROM UTILITY WIRE N0, 10 COPPER (THW.) DETAIL- GAS SERVICE ENTRANCE NOT TO SCALE 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 COQRJ�F,?,,AT,IVE LLC s bN�Lx- v3 `�` ✓ddb oa � u 9 ear o. 48,0C`6 �A SS3�� iJ� os+aa DATE: 8.18.2017 PROJECT NO: PLUMBING DETAILS P403 16111 WALL TYPE LEGEND 4/6/18 NON RATED: 1 HR. RATED: — — — — POWELL & HINKLE ENGINEERING, P,A, ROBERT & 1409 KINGSLEY AVENUE, BLDG 12A GALTON H ORANGE PARK, FLORIDA 32073 LANE R. (904) 264-5570 FAX:(904) 278-2646 THOMAS L. HINKLE C. MOK HINKLE M. ELDER PE PE PE PE 29302 33192 48076 56121 2799P403 2 HR. RATED: — — — ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. A. MATHEWS SPELL JR. PE PE 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 COQRJ�F,?,,AT,IVE LLC s bN�Lx- v3 `�` ✓ddb oa � u 9 ear o. 48,0C`6 �A SS3�� iJ� os+aa DATE: 8.18.2017 PROJECT NO: PLUMBING DETAILS P403 16111 TYPE L-1- W.P. BALLAST; POLE MOUNTED LIGHT FIXTURE TYPE 129' DETAIL NO SCALE RESSURE TREATED DLE ) CONDUIT — CONDUIT CONCRETE ;TED ® DETAIL NOTES: 1. ALL LANDSCAPE LTG SHALL BE FIELD VERIFIED & LOCATED BY OWNER PRIOR TO ROUGH—IN. FLOOD UP—LIGHT ol 14"± 3" STANCION MOUNT (CAST LGT# CHMSICB) 0 GRADE IL g jgI 'lel STANCION MTD ' �' 24" TRANSFORMER MIN (CAST LGT# CET75W) 1 TO 1 ADDITIONAL S HOMERUN FIXTURE 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 PROP RTY LINE (TYPICAL)— I PROPERTY LINE O1 UTILITY COMPANY PAD MOUNTED TRANSFORMER WITH METERING AT PAD, REFER TO POWER RISER FOR ADDITIONAL REQUIREMENTS, COORDINATE WITH JEA PRIOR TO ANY WORK 0.5 0.5 0.5 0.4 0.3 0.5 0.5 0.4 0.4 ® ELECTRICAL SITE PLAN SCALE: 1 = 20'-0" ® SITE PLAN NOTES: 0.4 0.5 0.5 0.4 0.5 0.4\ 0.1 KPR�wj - # I PAN EXISTING UTILITY POLE STUB—UP AT POLE PER JEA RULE/REG. XISTING UTILITY OLE 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 Qty Label Description LLF Lum. Watts Lum. Lumens +0 19 is I TROY: 3RH20—LED18—xx—C/ARM(WOOD POLE) 10.912 117.398 1973 Calculation Summary Label I Units Avg Max Min Avg/Min Max/Min SITE—Planar I Fc 10.62 11.8 10.0 1 N.A. I N.A. 8/21/17 ELEC1 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 P & HORANGE 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 a sem4'"'mmiaw 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 E a e -ca s STATE OF 0- OR 10? , DATE: 8.18.2017 PROJECT NO: 16111 SITE PLAN ELECTRICAL NOTES AND DETAILS E100 #8 MECH L4 P-3 m EA EMEj&,Mffiq1 - F1111111111111V*A L22 OFFICE -18 KITCHEN 106 104 L L3 3 L3 J JI I I I I I I I LJ L. J L J COOLER L J K-60 10� J J RACKS [ 108 L2 L3 L3 L3 I LJI L3 DISH WASH g� 105 1 A 11- P=16 M i I —LIGHTS SUPPLIED WITH COOLER CONTRACTOR INSTALLED mltl 120V LIGHT NT TURES) H -- SWITCH OR DIMMER (IF SHOWN) NOTE 1 NOTE 2 +24VDC _ 1 COMMON _..-..�=..L..- CONTROL„_„ MP POWER PACK LOCATED ABOVE CEILING (NOT INDICATED ON PLANS) I 3 OS CEILING MOUNTED 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. L10 L10 L10 L10 L10 L10 L10 /' \L10 - L.10: L10- L14IIII 1 / L25 L1.7 - 1409 KINGSLEY AVENUE, BLDG 12A GALTON i i '\> LE L27 C1 P & H ORANGE PARK, FLORIDA 32073 LANE R. #10 -4- PE L27 L27 j WOMEN #10 114 L27 > T ° L T #10 .-fir _ L25 T L L L27 1 MEN 113 PATIO 1 #10 119 _....: (TYPICAL) #8 MECH L4 P-3 m EA EMEj&,Mffiq1 - F1111111111111V*A L22 OFFICE -18 KITCHEN 106 104 L L3 3 L3 J JI I I I I I I I LJ L. J L J COOLER L J K-60 10� J J RACKS [ 108 L2 L3 L3 L3 I LJI L3 DISH WASH g� 105 1 A 11- P=16 M i I —LIGHTS SUPPLIED WITH COOLER CONTRACTOR INSTALLED mltl 120V LIGHT NT TURES) H -- SWITCH OR DIMMER (IF SHOWN) NOTE 1 NOTE 2 +24VDC _ 1 COMMON _..-..�=..L..- CONTROL„_„ MP POWER PACK LOCATED ABOVE CEILING (NOT INDICATED ON PLANS) I 3 OS CEILING MOUNTED 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. L10 L10 L10 L10 L10 L10 L10 /' \L10 - L.10: L10- L14IIII 1 / L25 L17 0 ##10 -4 :FLOOR 'PLAN- LIGHTI SCALE: 1/8. ® LIGHTING PLAN NOTES: 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING LIGHT FIXTURES. 2. ALL LIGHT FIXTURES ARE TYPE 11' 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" CQ O LL U N m 4/20/18 ELEC ROBERT L. HINKLE PE 29302 L1.7 - 1409 KINGSLEY AVENUE, BLDG 12A GALTON -- L13 #10. P & 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 DAVID R. L1!0- L10, L10 _ L10 . -__L1 p__ .._ L10 56121 59418 54729 L17 i i L25 SOUTH - 7 - L13 PATIO 119 _....: (TYPICAL) L17 3LL L10 L10 , L10 L10 L10 L10 L17 0 ##10 -4 :FLOOR 'PLAN- LIGHTI SCALE: 1/8. ® LIGHTING PLAN NOTES: 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING LIGHT FIXTURES. 2. ALL LIGHT FIXTURES ARE TYPE 11' 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" CQ O LL U N m 4/20/18 ELEC ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 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 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 .ill II , i ♦ 0� �g STATE OF °♦wen♦ad°♦ p DATE: 8.18.2017 0 REVIEW COMMENTS 9-1-17 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 FLOOR PLAN LIGHTING, SCHEDULE & NOTES *[a SEE ENLARGED KITCHEN PLAN FOR ADDITIONAL REQUIREMENTS GAS RESET MAIN DISCONNECT SW. SEE DETAIL SEE POWER RISER AS METER 13 COMPRESSOR K O WATER FIRE RISER 9 TP -2 SOFTENER �; 118 No=i \ 4nXoo;nno / t rsk� .........i:. .001,._:�.,„�r---s� q I, a ...-� � �� ; -r'. C:i: _ � �., , '..51,,.. a, IH � 110,] HL1';,, SEE ENLARGED BAR PLAN FOR ADDITIONAL REQUIREMENTS FLOOR PLAN— POWER 8c SYSTEMS SCALE: 1/8 = 1'-0" T 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 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 4. CL 0171 Af MTE[S R!EC_EPMLE" MD_-[5A`fA-MTLET FZTf� T5 m -T-0 ls-Fi 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. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. I� 1409 KINGSLEY AVENUE, BLDG 12A GALTON \ y i ORANGE PARK, FLORIDA 32073 LANE R. HINKLE PE 48076 IA!H (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 110,] HL1';,, SEE ENLARGED BAR PLAN FOR ADDITIONAL REQUIREMENTS FLOOR PLAN— POWER 8c SYSTEMS SCALE: 1/8 = 1'-0" T 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 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 4. CL 0171 Af MTE[S R!EC_EPMLE" MD_-[5A`fA-MTLET FZTf� T5 m -T-0 ls-Fi 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. 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 IA!H (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 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 1.au1v1�` syFr� 't ° m @ 121 STATE OF c � pry�y �tV c DATE: 8.18.2017 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 FLOOR PLAN POWER & SYSTEMS & NOTES E 102 EF -1 P-)1 TO EF -2&3 DP -14 DP -22 EFK-1 EEK -2 EFK-3 30/3/RT 30/3/RT DP -2 '" P-36 30/3/RT '' M 30 3 M / M �� r� J / 30/3/RT 30/3/R P-17 EF -5 MAU-4 K2 30/1 /RT 200/3/RT / 208V.,30 EF- 3 P-27 DP -13 M P-13 DP -8 S GFI/WP DP -7 30/1/RT TIE TO P-15 5 RTU -1 GFI/WP 100/3/RT 100/3/RT 32.7KW/208V.,30 f RTU -3 S H 35.4K'N/208V.,30 S RTU -2 32.7KW/208V.,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 120V OUTLET. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON MECH EQUIP MECH EQUIP PE SEAL 3 1409 KINGSLEY AVENUE, BLDG 12A p H & LANE R. HINKLE JBOX (TYP) 1 480'76 ORANGE PARK, FLORIDA 32073 TO ADDITIONAL \►j 24"AFF O2 ii M. ELDER A. MATHEWS SPELL JR. RIGID GALV. 56121 59418 54729 II ►► CONDUIT RECEPTACLES (AS REQ'D) II - `* —-FLEX 4 CONDUIT BLOCKING 1% AS REQ'D HVAC HVAC Ij HVAC TO ADDITIONAL ROOF DUCT DUCT 1i ROOF DUCT II RECEPTACLES ` �; FROM ELEC PANEL ROOF CURB (SEALED BY MECH) FRONT ELEVATION SIDE ELEVATION (ROOFTOP) MECH UNIT [9-1 RECEPTACLE DETAIL NO SCALE ®DETAIL NOTES: 1. CAST ALUMINUM WP JUNCTION BOX, GFI RECEPTACLE, WITH WP IN -USE ALUMINUM RECEPTACLE COVER INTERMATIC TYPE #WP -1010 -MC. 2. MOUNT RECEPTACLE WHERE IT WILL NOT BLOCK ANY ACCESS PANELS OR BE OBTRUSIVE TO MAINTENANCE OF MECH EQUIPMENT. 3. SEAL WITH OUTDOOR WEATHER RESISTANT 50 YEAR CLEAR SILICONE CAULK. 4. ROUTE 1/2" FLEXIBLE METAL CONDUIT UP THROUGH RTU. COORDINATE ROUTING WITH HVAC SUPPLIER. 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 120V OUTLET. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A p H & LANE R. HINKLE PE 480'76 ORANGE PARK, FLORIDA 32073 (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 7 _q'" affla 7 se iffle 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 �.p.,..+.utllJl/d,ddd . °•° ry�uuura / • 0_ e ° No. 56121 r s • STATE OF OR IV DATE: 8.18.2017 PROJECT NO: 16111 ROOF PLAN - ELECTRICAL NOTES & DETAILS - .,iii 11.E 11 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 �J OUTLET BOX ......___... i MAX GFI -4-02 GFI RECEPTACLE FLOOR , SEAL BASE W/ 50 YEAR SILICONE CAULK LOCK -RING THREADED COUPLING RIGID CONDUIT i KITCHEN FLOOR 0 RECEPTACLE BOX DETAIL ® 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. 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. P & H 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 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 .5612 tea: STATE OF R DATE: 8.18.2017 PROJECT NO: 16111 ENLARGED KITCHEN & BAR PLANS AND NOTES E201 RS 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H C. MOK PE KITCHEN EQUIPMENT ELECTRICAL SCHEDULE1SEE �9 `- � 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 NOTES RESET PUSHBUTTON N.O. MOMENTARY CONTACT 'GAS EQUIP. NUMBER QTY DESCRIPTION VOLTS/PH 60 HERTZ AMPS BKR KVA HP NEMA NUM ELEC AFF (in) CKT NUM CONDUCTOR NOTES SWITCH. LABEL RESET' 120V N ..r K1 1 REACH -IN REFRIGERATOR 120/1 4.1 20/1 0.6 - 5-20 K-1 2#12 & 1#12G -1/2"C. I 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. K3 1 ELECTRIC BOILER 208/3 90 100/3 28.9 - DIRECT O3 K-2 3#3 & 1 #8(G)-1 1/4"C. K5 1 GAS BRAISING PAN 120/1 5.0 20/1 0.6 - 5-20 O K-5 2#12 & 1#12G -1/2"C. Hk... - - - - - - i K8 1 GAS RANGE 120/1 5.9 20/1 0.7 1/2 5-20 O K-9 2#12 & 1#12G -1/2"C. R1 R2 K11 1 HOLDING CABINET 120/1 16.0 20/1 1.9 - 5-20 O3 K-13 2#12 & 1#12G -1/2"C. INTERLOCK WITH HOOD CONTROLS • • • - • • R1 R1 I I K16 1 REACH -IN REFRIGERATOR 120/1 7.6 20/1 0.9 1/3 5-20 K-17 2 - 1 & 12 # # 1 2G 1 /2"C. K18 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea 5-20ea O3 K-10 2 12 & 1 12G-1 2 C. J I K-12 2#12 & 1#12G -1/2"C I K19 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea 3 K-14 2 12 & 1#12G -1/2"C. K20 2 LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea O3 K-16 K-18 2 12 & 1'12G -1/2"C. 2 12 & 1 12G -1/2"C. K20 2 K-20 K-22 2 12 & 1 12G-1 2"C. 2 12 & RG -----� LOW TEMP HOLDING CABINET 120/1 8.Oea 20/1 1.Oea - 5-20ea O3 1 12G-1 /2"C. ENCLOSURE 1 K-24 2 12 & 1 12G-1 2"C. N.C. GAS 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. SOLENOID VALVE(S) K26 O 1 SODA DISPENSER 120/1 5.0 20/1 0.6 - 5- 20 0 K- 23 2#12 & 1#12G -1/2"C. @>RESET GAS (LOSS OF P 0 WE R) D I A G R A M K26A 1 ICE MACHINE (ON TOP OF SODA DISPENSER) 208/1 25 30/2 4.3 - DISC 0 K-25 2#10 & 1 #1 OG -3/4"C. NO SCALE K28 2 TEA BREWER 120/1 8.Oea 20/1 1.Oea - 5-20ea O3 K-26 __2f 12 & 1#12G -1/2"C. ® POWER PLAN NOTES: K28 1 POINT OF K-28 2 12 & 1 12G-1 2"C. SALE 120/1 2 20/1 0.5 - 5-20 K-29 2#12 & 1#12G -1/2"C. 1. PROVIDE ENCLOSURE WITH RELAY/CONTACTS AS REQUIRED. K30 1 PREP STATION 120/1 3.5 20/1 0.4 1/5 5-20 O 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. E33 1 CARVING STATION 120/1 6.3 20/1 0.75 - 5-20 K-32 2#12 & 1#12G -1/2"C. SUPPLY/EXHAUST FANS PART OF KITCHEN HOOD 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. SHUNT TRIP K35 1 PREP STATION 120/1 3.5 20/1 0.4 1 5 / 5-20 3 0 K-37 2 12 & 1 1/2"C. # #12G - DEVICES K36 1 POINT OF SALE 120/1 2 20/1 0.5 - 5-20 K-29 2#12 & 1#12G -1/2"C. GAS VALVE SEE DETAIL KITCHEN HOODK37 FIRE SUPPRESSION 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. CONTROL PANEL E38 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. FIRE LARM R LIGHTS K39 1 SAUSAGE PRESS 208/3 3.7 15/3 1.33 3/4 DISC O K-44 3#12 & 1#12G -1/2"C. K40 1 VACUUM PACKING MACHINE 120/1 5.0 20/1 0.5 - 5-20 K-45 2#12 & 1#12G -1/2"C. KITCHEN HOOD CONNECTION DI AGR'\M K41 1 BENCH MIXER 120/1 6 20/1 0.7 1/2 5-20 O K-47 2#12 & 1#12G -1/2"C. NO SCALE ® NOTES: K47 1 DISH WASHER (VERIFY) 208/3 6 60/3 0.7 1/2 DISC DP -1 3#4 & 1#10G-1 1/4"C. 1. ALL WIRING BY ELECTRICAL CONTRACTOR (U.O.N.) BAR EQUIPMENT ELECTRICAL SCHEDULE 2. DETAIL IS FOR GENERAL PURPOSED ONLY. REFER TO HOOD U SEE NOTES ZI MANUFACTURE'S INFORMATION PRIOR TO ROUGH -IN. EQUIP. NUMBER QTY DESCRIPTION VOLTS PH AMPS BKRFKVA HP NEMA CKT 60 HERTZ NUM AFF (in) NUM CONDUCTOR NOTES B4 1 MUG CHILLER 120/1 6.2 20/1 0.7 1/3 5-20 O3 K-49 2#12 & 1#12G -1/2"C. 68 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. SHUNT TRIP CONTACT IN KITCHEN REMOTE FIRE HOOD CONTROL PANEL B15 1 UNDER COUNTER BLENDER STATION 120/1 5.0 20/1 0.6 - 5-20 9 K-53 2#12 & 1#12G -1/2"C. PULL B18 1 POINT OF SALES (POS) 120/1 1.8 20/1 0.2 - 5-20 9 K-54 2#12 & 1#12G -1/2"C. R_L� 621 1 BACK BAR COOLER 120/1 5.5 20/1 0.7 1/4 5-20 0 K-55 2#12 & 1#12G -1/2"C. H TO ADDITIONAL 622 1 POINT OF SALES (POS) 120/1 1.8 20/1 0.2 - 5-20 O K-54 # 2#12 & 1#12G -1/2"C. (120V) R C C SHUNT TRIP CONTACTORS 625 1 BACK BAR COOLER N-7 �� 120/1 5.5 20/1 0.7 1/4 5-20 0 K-56 2#12 & 1#12G -1/2"C. AS REQUIRED I I I I I B27 1 MARGARITA MACHINE L----------L-----L-- 1--J 120/1 15 20/1 1.8 - 5-20 0 K-62 2#12 & 1#12G -1/2"C. MANUAL SHUNT TRIP 1 RESET SW. BREAKERS ® KITCHEN SCHEDULE NOTES: SHUNT -TRIP WIRING DIAGRAM 2. CONTRACTOR SHALL 1. SCHEDULE IS FOR "REFERENCEVERFY WITH IINGSFAND OBE AEN CKITCCHEN„ OR UP -T -DATE SELECTINS ELECTRICAL REQUIREMENTS. NO SCALE EQUIIPMENT DRAW 3. COORDINATE EXACT ELECTRICAL REQUIREMENTS/LOCATIONS, INCLUDE ALL CONNECOTIONANDD AND MOUNTING HEIGHTS OF POWER AADDITIONAL T ILS AND REQUIREMENTS PLUGS/JBOXES IN BID. WITH OWNER'S KITCHEN VENDOR PRIOR ® NOTES: TO ROUGH -IN. 1. SEE PANEL SCHEDULES FOR SHUNT TRIP CIRCUITS UNDER HOOC. 4. ALL RECEPTACLES AND OUTLETS ARE 18" AFF TO ROUGH -IN. UNLESS OTHERWISE INDICATED. FIELD VERIFY MOUNTING HEIGHTS WITH EQUIPMENT MANUFACTURER PRIOR 2. DETAIL IS FOR GENERAL PURPOSED ONLY. REFER TO HOOD MANUFACTURE'S INFORMATION PRIOR TO ROUGH -IN. 5. PER NEC 210.8(B); ALL RECEPTACLES AND OUTLETS INSTALLED IN ACCESSIBLE, OR BLOCKED BY KITCHENS SHALL HAVE GFI PROTECTION. RECEPTACLES THAT ARE NOT READILY 6. PROVIDE LARGE EQUIPMENT, SEALTIGHT FLEX AND MAKE ALL FINAL SHALL HAVE GFI CIRCUIT CONNECTIONS FROM JBOX BREAKERS. STUB -OUT TO KITCHEN EQUIPMENT. VERIFY BREAKER IN ELECTRICAL PANEL IS LOCK -OUT TYPE. 7. PROVIDE 8. PROVIDE ALL EQUIPMENT LOCATED UNDER HOOD(S) WITH SHUNT TRIP TYPE CIRCUIT BREAKER AND CONNECT TO WIRING AS REQUIRED BY EQUIPMENT MANUFACTURER FROM EXHAUST AND SUPPLY HOOD CONTROLS AS REQUIRED. 9. SEE 'PANEL SCHEDULE(S)' FOR BREAKER AMPS/VOLTAGE TO DETERMINE RECEPTACLE SIZE/CONFIGURATION. FANS ON ROOF TO HOOD CONTROL 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 cu �LL O LI_ ffivemes 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 m� STATE OF DATE: 8.18.2017 PROJECT NO: KITCHEN SCHEDULE NOTES & DETAILS E 301 16111 PANELBOARD GROUNDING ELECTRODE (NEUTRAL) BUS EQUIPMENT GROUNDING BUS mylyLe3 e v O v EXOTHERMIC WELD (TYP) 4 F::__1 117 1 F I +71T = -111::: EL -1 0------"----------0 METALLIC UNDERGROUND WATER PIPE GROUNDING BUSBAR(S) 3/4" x 1OFT CU CLAD GROUND RODS (TYPICAL) ' SLAB/GRADE MIN 20FT #3/0 BARE CU ENCASED IN BLDG MIN 2"THICK FOOTING IN DIRECT CONTACT WITH EARTH E 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 TQ 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 0 PANEL-" K POWELL & HINKLE ENGINEERING, P.A. LABEL "EMERGENCY POWER OFF" SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 225 AMP, MAIN LUGS 33192 P ORANGE PARK, FLORIDA 32073 LOCATE PER FIRE MARSHALL FIN CLG TOP TOP FEED 22K AIC 2-S VERTICAL 2 -SECTION PANEL •'r®� SERVING AWG SIZE KVA AMP LOAD CKT PHASE CK A B C AMP KVA AWG LOAD SIZE SERVING SIZE REC- REACH -IN REF K1 12 0.6 20 1 2 100 28.9 3 ELEC BOILER K3 **SHUNT TRIP DEVICE** 12 N/A 20 3 4 SPARE U1_1 M - J 1.5 L "OUTSIDE PATIO LGT" REC- BRAISING PAN K5 12 0.6 20 5 6 � U F 10 1.5 W 5 **SHUNT TRIP DEVICE** '12 N/A 20 7 8 20 N/A 12 **SHUNT TRIP DEVICE** REC- GAS RANGE CK8 12 0.7 20 9 .. '� 10 20 1.0 12 REC- HOLDING CAB K18 **SHUNT TRIP DEVICE** 12 N/A 20 11 12 20 1.0 12 REC- HOLDING CAB K18 REC- HOLDING CABK11 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 K2id, GLYCOL PUMP K23 8 4.5 40 19 20 20 1.0 12 REC- HOLDING CAB K 2 0, 10 1.5 20 CLEAR OF ANY OBSTRUCTIONS SUCH AS; ROOF TOP EQUIP/PARAPET WALLS ETC. CONNECT FOR 21 ^ 22 20 1.0 12 REC- HOLDING CAB K22 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 2.7 28 20 mmmm 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 K30 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 12 EF -3 35 36 37 38 PREP TABLE K35 12 0.4 20 37 38 20 0.6 12 FREEZER CABINET K37 SPACE ONLY 12 - 20 39 40 20 - 12 SPACE ONLY KVA LOAD- 30.6 SPACE ONLY (SECT 1: 41 42 PANEL- P SPACE ONLY MOUNTED 208Y/1 20V V, KVA LOAD- *** SEE DEMAND 4 W, (SECT 1: 23.5KVA + SECT 2: 61.5KVA = 85.OKVA CONNECTED) FEED PANEL- K SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 225 AMP, MAIN LUGS SERVING GAS WATER HEATERS 12 0.2 TOP FEED 22K AIC 20 VERTICAL 2 -SECTION PANEL TAMPER/FLOW SERVING AWG KVA AMP SIZE LOAD CKT PHASE CKT A B C AMP KVA AWG LOAD SIZE SERVING 1.6 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 50 20 0.4 12 BENCH MIXER K41 12 0.7 20 47 48 20 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 1 0.7 12 MUG CHILLER B9 BLENDER STATION B15 12 0.6 20 53 54 20 0.4 12 POINT OF SALE B18 622 BACK .BAR COOLER B21 12 0.6 20 55 '� 56 20 0.6 12 BACK BAR COOLER 625 CORD DROP 12 0.5 20 57 58 20 0.4 12 KITCHEN HOOD (LGT) 64 CORD DROP 12 0.5 20 59 60 20 1.0 12 COOLER LIGHTS/ASSOC 20 EVAP COIL 12 1.0 20 61 62 20 1.8 12 MARGARITA MACHINE 627 EVAP COIL 12 1.0 20 63 �. �. 64 20 70 SPARE SPARE 20 65 66 20 20 67 68 20 20 69 70 20 77 20 71 72 20 RECEPT- GEN/DINING 12 0.7 20 73 74 20 - PROJECTORS 12 1.0 20 75 76 20 1.0 12 AIR COMPRESSOR 83 - 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 1 20 83 '� 84 20 0.4 1 12 - TBB KVA LOAD- 23.5 ***COMMERCIAL KITCHEN EQUIP 6 & OVER; [65% DF x 75.8KVA = 49.3] + ALL OTHER LOADS 9.2KVA = [58.5KVA DEMAND] z., tLPHOTOCELL05 EXTERIO MANAGES OFF CE POWELL & HINKLE ENGINEERING, P.A. LABEL "EMERGENCY POWER OFF" SURF MOUNTED 208Y/1 20V V, 3 PH, BREAK GLASS TYPE PUSH BUTTON IRE GUTTER ©CEILING 33192 P ORANGE PARK, FLORIDA 32073 LOCATE PER FIRE MARSHALL FIN CLG TOP FEED 22K AIC (VERTICAL M. ELDER A. MATHEWS SPELL JR. 2-S M Ati&12 7 •'r®� 4 • 5 (4 -POLES) WP •'r® AWG SERVING O - SIZE LOAD INTERIOR LIGHTS DP: K P UTILITY COMPANY UTILITY CO z F z F-7 RI TRANSFORMER METER ------------------'-\` ! 1 2 20 � I CO SPARE U1_1 M - J 1.5 L "OUTSIDE PATIO LGT" 08Y/120 /3PH/4 Q a I, 1 U F � U F 10 1.5 W 5 6 20 0.2 12 CT's 1ST FLOOR GRADE -- -------------- � � L,o 20 PROVIDE CONNECTION TO 12 SPARE 1 PYLON SIGN, VERIFY LOCATION 20 9 I PRIOR TO ROUGH -IN. P-21 20 0.7 12 LGT- SMOKER #10 12 20 0.5 UTILITY CO PRIMARY ) J #3/O SEE 'ELEC SITE PLAN'<Z----' '----------- 'Q ----'(SEE SYSTEM] GND GND DETAIL) REC-ROOF GROUNDING SERVICE ENTRANCE 0.4 20 13 ' (PER UTILITY CO) IMINION RISER NOTES: LGT- NORTH PATIO ROOF EXH FAN (EF1,3) 12 1. TRENCH AND INSTALL CONDUITS/PULLWIRE/XFMER PAD/GROUND AS REQUIRED BY ELEC UTILITY CO, 20 15 16 SEE 'ELEC SITE PLAN'. M��; o. 12 LGT- SERVERY 2. PER ELEC UTILITY CO REQUIREMENTS PROVIDE FROM ELEC UTILITY CO XFMR POWER RISER 0.5 20 CONDUIT/CONDUCTORS/METER SOCKET/POST/SUPPORTS/METER ADDRESS LABEL. . 18 20 DEVIRCE* 3. PROVIDE 2 SETS: 4- #600 MCM, IN 4"C. NO SCALE DISHWASHER HOOD (LGT) 12 4. PROVIDE 4#4/0 & 1#4(G) -2,1/2"C. M====1r,**SHUNT 19 20 5. TIMESWITCH/PHOTOCELL. 4 -POLE (1P -CONTROLS CONTACTOR C1, 2P -CONTROLS PYLON SIGN, ml TRIP 12 RECEPT- BAR TV 3P -CONTROLS CONTACTOR C2, 4P -SPARE) WITH PHOTOCELL MOUNTED ON THE ROOF FACING NORTH 10 1.5 20 CLEAR OF ANY OBSTRUCTIONS SUCH AS; ROOF TOP EQUIP/PARAPET WALLS ETC. CONNECT FOR '� 22 20 0.4 OPERATION VIA TIMECLOCK, SPARE 6. 6 -POLE, 30A.,120V LIGHTING CONTACTOR C1, CONTROLLED BY TIME CLOCK. (POLES 1 & 2) 20 23 24 7. COMBINE HOMERUNS IN WIRE GUTTER AND EXTEND WIRING TO PANEL IN 2"C. QUANTITY AS REQUIRED. 0.5 12 WIRE GUTTER TO BE MOUNTED ABOVE CEILING. +, 20 8. 8-POLE.,30a.,120V LIGHTING CONTACTOR C2, CONTROLLED BY TIME CLOCK (POLE 3) 11 C 1 A PANEL- P POWELL & HINKLE ENGINEERING, P.A. SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 125 MP, MAIN LUGS 33192 P ORANGE PARK, FLORIDA 32073 TOP FEED 22K AIC (VERTICAL M. ELDER A. MATHEWS SPELL JR. 2-S M Ati&12 ® •'r®� KVA AMP • �® AMP •'r® AWG SERVING SIZE LOAD A B C i LGT- SITE 8 1.5 20 1 2 20 SPARE i LGT- 0/S BLDG 10 1.5 20 3 1 i LGT- 0/S PORCH 10 1.5 20 5 6 20 0.2 12 >mQ 8 20 ON 12 SPARE 20 9 ^ 10 20 0.7 12 LGT- SMOKER 12 20 0.5 12 on REC-ROOF 12 0.4 20 13 ' 14 IMINION mom mo® LGT- NORTH PATIO ROOF EXH FAN (EF1,3) 12 1.8 20 15 16 20 M��; o. 12 LGT- SERVERY DISHWASHER EFK-5 1.2 0.5 20 17 18 20 DEVIRCE* 12 LGT- KITCHEN/RESTROOM DISHWASHER HOOD (LGT) 12 0.1 M====1r,**SHUNT 19 20 20 ml TRIP 12 RECEPT- BAR TV PYLON SIGN 10 1.5 20 21 �. '� 22 20 0.4 12 SPARE 20 23 24 20 0.5 12 +, 20 25-- 26 MEN 1.4 12 RECEPT- BAR USB EF -1 12 3.6 15 2.7 28 20 mmmm 12 RECEPT- N. PATIO TV `► TRIP i :'��ii�im 29 30 20 0.9 m�� RECEPT- KITCHEN •ME 31 32 20 0.9 �� 1 - SMOKER **SUNT -TRIP DEVICE** 12 - 20 33 34 20 0.5 12 - N. PATIO TV EF -2 12 2.5 15 35- 36 15 2.5 12 EF -3 37 38 39 40 **SUNT -TRIP DEVICE** 12 - 20 141 42 20 - 12 **SUNT -TRIP DEVICE** KVA LOAD- 30.6 (SECT 1: 30.6KVA + SECT 2: 3.OKVA = 33.6KVA CONNECTED) PANEL- P • r MOUNTED 208Y/1 20V V, 3 PH, 4 W, MAIN LUGS �-CPT;11 TOP FEED 22K AIC A PANEL- P POWELL & HINKLE ENGINEERING, P.A. SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, 125 MP, MAIN LUGS 33192 P ORANGE PARK, FLORIDA 32073 TOP FEED 22K AIC (VERTICAL M. ELDER A. MATHEWS SPELL JR. 2-S FEED-THRU LUGS SERVING AWG KVA AMP CK PHASE CK AMP KVA AWG SERVING SIZE LOAD A B C i LGT- SITE 8 1.5 20 1 2 20 SPARE i LGT- 0/S BLDG 10 1.5 20 3 1 i LGT- 0/S PORCH 10 1.5 20 5 6 20 0.2 12 >mQ 8 20 0.2 12 SPARE 20 9 ^ 10 20 0.7 12 LGT- SMOKER 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 1.2 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 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 2.7 28 20 0.7 12 RECEPT- N. PATIO TV 29 30 20 0.9 12 RECEPT- KITCHEN 31 32 20 0.9 12 1 - SMOKER **SUNT -TRIP DEVICE** 12 - 20 33 34 20 0.5 12 - N. PATIO TV EF -2 12 2.5 15 35- 36 15 2.5 12 EF -3 37 38 39 40 **SUNT -TRIP DEVICE** 12 - 20 141 42 20 - 12 **SUNT -TRIP DEVICE** KVA LOAD- 30.6 (SECT 1: 30.6KVA + SECT 2: 3.OKVA = 33.6KVA CONNECTED) PANEL- P SURF MOUNTED 208Y/1 20V V, 3 PH, 4 W, MAIN LUGS �-CPT;11 TOP FEED 22K AIC (VERTICAON) SERVING AWG KVA AMP CKT SIZE LOAD 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 SPARE 20 47 48 20 0.4 12 REC.- AV EQUIP 20 49 50 20 0.4 12 20 51 52 20 SPARE 20 53 54 20 20 55 .. 56 20 20 57 58 20 20 59 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 8 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. 6. FROM SPD CIRCUIT BREAKER TO SPD DEVICE- KEEP CONDUCTOR LENGTHS TO A MINIMUM. 7. EXTEND BRANCH CIRCUIT THRU CONTACTOR C2, (CONTROLLED BY TIME CLOCK POLE -3) J I it 7) 77s I I ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H LANE R. C. MOK HINKLE PE 33192 P ORANGE PARK, FLORIDA 32073 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 (u .0 �L O IL s U m 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 FL/59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC tySTATE OF f 0 pyo \ DATE: 8.18.2017 Al VE REVISIONS 4-20-18 PROJECT NO: 16111 POWER RISER, PNL SCHEDULES AND CALC. E 302 C••2 EXTERIOR SPRINKLED BUILDING r------------------------------I--� MOUNTED Gx x X ABOVE FACP r,P-44 WPB._..._..._...-...-...-..._...-...-...-...� I i I I 1 I I IN AHU DUCT 75 F---__1 75 L --J DEDICATED 120V CKT o® ... _... _..._..._...-...-..._...-..._..._...-...-... FIRE ALARW A CONTROL PANEL ANNUNCIATOR TO SECURITY PNL �- - - (FACP) (2) TELE LINES �- - - 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) FL FLOOR 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 RJ31X 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 UON. 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. I' j� WALL (TYP) I� i I I 3/4"C STUBBED -UP i FOR (1) DATA DROP i (TYP UON) COMM OUTLET --n 4"x4"JBOX W/ EXTENSION RING (TYP UON) _.•_"7 QUAD OUTLET TELE EQUIP SECURE GND � 5 x Q TBB TELEPHONE BACKBOARD R 'SER NO SCALE ® BACKBOARD RISER NOTES: 1. BACKBOARD SHALL BE PLYWOOD 4'x4'x3/4" W/FIRE RETARDANT PAIN1_ 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 FIRE AR A • CRITERIA: CONTRACTOR SHALL MODIFY EXISTING FIRE ALARM SYSTEM AS REQUIRED TO MEET CODIF (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 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 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 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 GE O° 9 6 ° F1 "o STATE OF OR LL tIN", � DATE: 8.18.2017 PROJECT NO: 16111 ELECTRICAL DETAILS AND N OTTES E401 FAN LIGHTING FIXTURE SCHEDULE 000 4 5 6 MARK DESCRIPTION MANUFACTURER (OR APPROVED EQUAL) VOLT LAMPS INPUT WATTS MTG/INSTALLATION (UNLESS INDICATED OTHERWISE) NOTES QTY TYPE L1 LED 5" DOWNLIGHT, WHITE BAFFLE EATON# ML5612827-593WB-H5501CAT 120 1 LED 17.5 FLUSH IN GRID/GYP WEATHERPROOF L2 LED 2X4 LAY -IN, ACRYLIC LENS EATON#24GR-LD5-64-F1-UNV-L830-CD1-U 1 LED 51 FLUSH IN GRID L3 LED 2X4 LAY -IN, ACRYLIC LENS W/GASKET EATON#24GR-FA-LD5-64-F1-UNV-L830-CD1-G2-U 1 LED 51 FLUSH IN GRID 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 # Modem 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 O L10 LED CYLINDER PENDANT MOUNTED, BLACK SPECTRUM #SPC0609INC-PA38-BB- HMZT-GB-LEDPAR38DIMM ABLE 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 G80-15 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; #684`.10009 PNCK 1 LED 17 WALL L14 LED GROUND MOUNTED BULLET, BLACK MSTA PROFESSIONAL# 1043-B-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: 2H`.36 -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 -LI 0 E B LL TY P C N C 0 R 2 0- 5 1 -1 - - 25 - OB -L D A P 1 L D 5 RO ND/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 -B -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#SPC0609INC-PA30-BB-WM-GB-LEDPAR30DIMMABLE LAMP 1 PAR30-LED 11 WALL �6 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 O5 F1 66" WINDMILL TYPE CEILING FAN THE ORIGINAL WINDMILL CEILING FANS#GALVANIZED/SILVER WINDMILL CEILING FAN; 66" 1 N/A 50 CEILING O7 EA COMBO EXIT SIGN/EGRESS, 90 MIN. BATTERY, BLACK BEGHELLI# BRZ SERIES 1 LED 0.5 CEILING ® NOTES: 1. EMERGENCY LIGHTING REQUIREMENTS: WHERE 'SYMBOL HALF SHADED' OR 'NL' IS INDICATED, PROVIDE FIXTURE WITH BUILT-IN EMERGENCY BATTERY UNIT FOR EMERGENCY LIGHTING (1100 LUMEN MIN. FOR 4FT LAMPS). FOR LED FIXTURES, PROVIDE INVERTER TO OPERATE FIXTURE AT FULL LUMEN OUTPUT. INVERTER 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 FIXTURE 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 BALLASTS 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 DIMMABLE 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) OD BULLET/TRACK LIGHT e:S EMERGENCY BATTERY LIGHT eW COMBO EXIT SIGN/EGRESS LIGHTS 2X4 FLUORESCENT FIXTURE ® STRIP LIGHT - FLUORESCENT OR LED DOWNLIGHT 9 WALL MOUNTED FIXTURE PENDANT MOUNTED FIXTURE 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 SWITCHBANK DESIGNATED (SEE LTG PLAN) MOTOR RATED SWITCH $M 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 DUPLEX RECEPTACLE �FY 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) (Q FLOOR RECEPTACLE- SEE DETAIL ® CONTROL RELAY PANELBOARD (PNL) Q 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 Q COMM OUTLET- SEE DETAIL COMM OUTLET 2" AB BACKSPLASH- SEE DETAIL Q TV OUTLET- SEE DETAIL IML TV OUTLET 2" ABOVE COUNTER- SEE DETAIL TELEPHONE BACKBOARD (TBB) © FA- PULL STATION WALL MTD MB FA- BELL WALL MTD 75 U FA- HORN/STROBE WALL MTD 75 © FA- STROBE WALL MTD Q FA- SMOKE DETECTOR CLG MTD FA- DUCT SMOKE DETECTOR T F FA- TAMPER/FLOW SWITCHES ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. GALTON C. MOK PE 33192 1409 KINGSLEY AVENUE, BLDG 12A P & H LANE R. HINKLE PE 48076 ORANGE PARK, FLORIDA 32073 (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 PROJECT LIGH SCHI AND LEGE E� 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 NEPA 13, NFPA 14, NFPA 20, NEPA 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. Sr 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 uv �ivivn� ntHu� nvu�c. 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 uv �ivivn� ntHu� nvu�c. 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 GF'M 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) uv �ivivn� ntHu� nvu�c. 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 uv �ivivn� ntHu� nvu�c. 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. NFPA 1 -CHAPTER 18.4: FIRE FLOW uv �ivivn� ntHu� nvu�c. I r�, 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H LANE R. C.'MOK REQUIREMENTS FOR BUILDINGS. SHALL BE COMPLIANT WITH NFPA ORANGE PARK, FLORIDA 32073 �' PE 48076 (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. A. BUILDING IS 8,400 SF, TYPE V CONSTRUCTION, FULLY SPRINKLERED. 13. ( I(_ �, I _�z_z.=. • �� = u_ : ,.�uu�, s..u. ,.. .., � . T L_ -2 B. BASED ON TABLE 18.4.5.1.2 FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY LOCATE FIRE RISER AND ASSOCIATED EQUIPMENT, DWELLINGS; AIR COMPRESSOR(S), DRY PIPE VALVES AND ALL .EQUIPMENT ASSOCIATED WITH THE DRY PIPE MINIMUM REQUIRED FIRE FLOW = 2,500 GPM. SYSTEM WITHIN THIS ROOM. FIRE RISER ROOM WILL ALSO SHARE SPACE WITH DOMESTIC WATER 75% REDUCTION FOR FULLY SPRINKLERED SOFTENER, WATER HEATERS AND ASSOCIATED BUILDING = 1,875 GPM. COMPONENTS. FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL ACCESSORIES AND ADJUSTED MINIMUM REQUIRED FIRE FLOW PIPING LOCATED WITHIN THE FIRE RISER ROOM UTILIZING QUICK RESPONSE SPRINKLERS = WITH THE PLUMBING CONTRACTOR PRIOR TO 1,406 GPM. COMMENCEMENT OF WORK. FIRE SUPPLY AVAILABLE FLOW FROM THE 6°° FIRE PROTECTION PLAN MAIN IS 2,742.9 GPM AT 20 PSI. SCALE: 1" = 20'-0" Water Supply Systems - FLOW & PRESSURE RECORD 120 11 110 10 100 9 90 8 80 7 70 6 60 5 m 50 4 40 3 30 2 20 1 5 10 5 0 5 5 5 5 5 5FSTATIC P ESUR i 5 5 YS EM DESIGN 5 RE SU E si) RD NA Y HAZARD 5 S ST M DES GN PRESSURE SI SCALE B SCALE A 100 200 300 400 500 600 700 800 900 1000 SCALE B 200 400 600 800 1000 1200 1400 1600 1800 2000 SCALE C 400 8001200 1600 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 CONNECTION. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT AND LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H LANE R. C.'MOK PE 33192 ORANGE PARK, FLORIDA 32073 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 Is T 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 COOPt �TIVE LLC EY9i�R p * F a t• 4� a 10.48076 T7rr__ - OF I k�® S�fdd ) ? A .aM,bl l DATE: 8.18.2017 PROJECT NO: 16111 FIRE PROTECTION "A to M11 PLAN FP101 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 IER 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 LOCAT 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.1g 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 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 AN 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. DUCT, SEE PLAN FOR SIZE AND LOCATION -IVAC SUPPLY AIR )UCT FROM AHU, >EE PLAN FOR SIZE \ND LOCATION I–IN FITTING Y iri HIt< :�)uwP 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 • oa SECURE W/SHEET METAL SCREWS (TYP. FOR 8) 0 CEILING GASKETED ACCESS 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. O 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. 4/19/18 2799M202 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. & 1409 KINGSLEY AVENUE, BLDG 12A GALTON LANE R. C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 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 • LL .I -- L) L) m W 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 ��ya®t�,`s��g5l911i1F9&1( 4diP.�As°4 s • No. 40 0 • 9 R •TE OF v DATE: 8.18.2017 PROJECT NO: HVAC DETAILS M202 16111 LrnnTi TATTnD11A7'TnAT - Tr%7,_UQf)1'9,0711 r r/1 ^ 7"1 r k rT.l n n Ir A m rn XT PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 82 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 AA V V L AA TA WA Y lIl L1 l i WA FILTERS LIGHTS UTILITY CABINETS EXHAUST PLENUM HOOD HOODFIRE TAG HOOD CONFIG. HOOD NO. TAG MODEL LENGTH MAX. COOKING MUA CFM AC CFM HOOD CONSTRUCTION TOTAL SYSTEM RISERS END TO ROW HANGING High Front AC 8" 108 TEMP. EXH. CFM WIDTH LENG. HEIGHT DIA. CFM VEL. S.P. QTY. HEIGHT LENGTH END QTY. 1 GUARD 5430 6' 0.00" 600 1950 10" 18" 4" WGHTGHT 1950 1560 -0.873" 1260 432 430 SS ALONE ALONE L55 Series E26 NO ND-2-ACPSP-F 0.041 " Deg. 0.041" AC 8" 113 0.041 " YES 524 LBS 2 110" Captrate Solo Filter 6 20" Where Exposed 85% See Filter Spec. 3 2 NO Wall Mnt 9' 2.00" Deg. 60 2246 10" 21" 4" 655 LBS 2246 1540 -0.731" 1962 678 30 SS Whe4 Exposed LEFT ALONE NO ND -25430 -F YES 724 LBS 4 101 3 5430 9' 2.00" 600 Deg. 2246 10" 21" 4" 194 LBS 2246 1540 -0.731" 1962 678 430 SS Where Exposed RIGHT ALONE ND-2-ACPSP-F 4 1 4824 4' 0.00" 700 600 8" 9" 4" 600 1200 -0.096" 0 0 430 SS ALONE ALONE VHB-G Deg 100% r r/1 ^ 7"1 r k rT.l n n Ir A m rn XT PATENT NUMBERS AC -PSP (United States) - US Patent 7963830 82 AC -PSP Wall (Canada) - CA Patent 2820509 AC -PSP Island (Canada) - CA Patent 2520330 AA V V L AA TA WA Y lIl L1 l i WA FILTERS LIGHTS UTILITY CABINETS FIRE HOOD HOODFIRE TAG 1 CFM FIELD WRAPPER 24.00" High Front, Left EFFICIENCY CSD 7 Front BACKSPLASH 80.00" High X 72.00" Long 430 SS Vertical WIRE RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS SYSTEM ELECTRICAL SWITCHES SYSTEM HANGING High Front AC 8" 108 0.037" NO. BACKSPLASH 128.00" High X 256.00" Long 430 SS Vertical TYPE QTY. HEIGHT LENGTH MICRONS QTY. TYPE GUARD LOCATION SIZE TYPE SIZE MODEL � QUANTITY PIPING WGHTGHT 1 Front, Left, Captrate Solo Filter 4 20" 16" 85% See Filter Spec. 2 L55 Series E26 NO AC 8" 113 0.041 " AC 8" 113 0.041" AC 8" 113 0.041 " YES 524 LBS 2 110" Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO Wall Mnt 12"x42"x24" Ansul R102 3.0/3.0/3.0/1.5 AC 8" 113 0.041" YES 655 LBS 3 0.041 " Captrate Solo Filter 6 20" 16" 85% See Filter Spec. 3 L55 Series E26 NO YES 724 LBS 4 101 NO 194 LBS zrnnTl nDTTnATC -HOOD NO. TAG POS. LENGTH WIDTH HEIGHT OPTION WIDTH LENG. 1 CFM FIELD WRAPPER 24.00" High Front, Left PE Front BACKSPLASH 80.00" High X 72.00" Long 430 SS Vertical 26" RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, SS 80" High Insulated 430 2 630 FIELD WRAPPER 24.00" High Front AC 8" 108 0.037" AC 8" 108 BACKSPLASH 128.00" High X 256.00" Long 430 SS Vertical AC 8" 108 3 AC 8" 108 FIELD WRAPPER 24.00" High Front, Right 110" 26" 6" RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, SS 80" High Insulated 430 4 1 FIELD WRAPPER 24.00" High Front, Left, Right 0.163" AC 8" 113 7AFi'PPnPAT1PT) C'TTPPT.V PT.PATTTAfl.1;:Z ) -- - -- ---- -- - -- - --- --- - HOOD NO. TAG POS. LENGTH WIDTH HEIGHT TYPE WIDTH LENG. RISER(S) DIA. CFM S.P. 1 PE Front 72" 26" 6" MUA 12" 24" RICHARD 630 0.177" MUA 12" 1 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 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" 1 113 0.041 " SPECIFICATION: CAPTRATE CREASE -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 RO 0 60 v w w z 40 0 V 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 PRESSURE DROP VS. FLOW RATE 3.50 3.00 2.50 0 x 2.00 P. 0 (� 1.50 1.00 w 0.50 0.00 0 500 1000 1500 FLOW RATE (cfm) BUN T NSA " �"'� ►� e 8/4/17 2799M301-311 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 wa U C C13 .jJ Q a 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: 8.18.2017 PROJECT NO 16111 CAPTIVE AIR HOOD DRAWING M301 3" I= In, - t 000 54" U.L. Listed L55 Series E26 Canopy L ght 1409 KINGSLEY AVENUE, BLDG 12A GALTON LANE Fixture — High Temp Assembly R. HINKLE PE 48076 (904) 264-5570 FAX:(904) 278-2646 ENGINEERING CORPORATION FLA. REG. EB -4577 26" 0 (79 • • W� " o t I 36" 3 _ 1 ,1 fl` 9" 1809 18" 1 6' 0.00"Nom./6' 0.00"OD PLAN VIEW )" LONG 5z 500 6 36„ to 8" ACPSP ships loose for field installation ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON LANE C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 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 son 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 111: 1 Is15.;C:� E .1 A. .., R' 2Rn � P✓Fp ro 'A ; e 3 M IQ 'Pry i:i sg'' .!!lBBBBBB�1�11111@911&igt" DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M302 54" 26" 8 1/4"----1-18 1 /2"-- ]--18 ' —9' 2.00"Nom./9' 2.00"OD REP op i ' ��Am.Iii.►_ �i�.._ 8 1 /4"--1--18 1/2"--]-18 1 —9' 2.00"Nom./9' 2.00"OD PLAN VIEW — Hood '-2 PLAN VIEW — Hood #3 9' 2.00" LONG 543OND-2—ACPSP—F 9' 2.00" LONG 5430ND-2—ACPSP—F ACPSP ships loose for field installation ACPSP ships loose for field installation 24" 24" 4' 0.00"Nom./4' 0.00"OD PLAN VIEW — Hood #4 4' 0.00" LONG 4824VHB—G 54" 26" 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 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: 8.18.2017 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 (MINIMUI STEEL ALL—THRV 1/2" — 13 TPI GRADE 5 (MINIMUI 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 AN (WEIGHT BE) ANCHOR POI FOR HOOD) 1/2" GRADE (MINIMUM) S FLAT WASHE 1/2" — 13 GRADE 5 (M""imum) 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 A130VE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM 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—THRE) 1/2" — 13 TPI GRADE 5 (MINIMUI 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 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H ORANGE PARK, FLORIDA 32073 LANE R. L. HINKLE C. MOK HINKLE PE PE PE 29302 33192 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 M L ro**4 0 n 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 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4i? t!t ql- 176 No. 480 X ry° s" STS E- ,RF a t tiae `s' DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M304 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 THOMAS M. ELDER PE 56121 ENGINEERING CORPORATION FLA. PEG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET a 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 "R i 5'r✓ � C � 9� R 4 �!' , DATE: 8.18.2017 PROJECT NO: 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 — Ulr'U 't"n "I�'ABLY, INCLUDES CLEAR 'THERMAL STANT GLOBE (1-55 FIXTURE) HOOD — #2 FIELD WRAPPER 24.00" HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.57. OPEN STAINLESS STEEL PERFORATED PANEL AO% " .. � = A MA7,{ANCE - -i M _— � = -- COPUS r In wtek C Q. JOBAB—BQ Jacksonville, LOCATMV JACKSONVILLE D,4FZ 7/12/2017 DX6! # 6 REV FL FL, 32202 UTOB # 3065511 PR4 FAr BY SC41.E 3/8" = 1'-0" POWELL & HINKLE ENGINEERING, P.A. ROBERT L. HINKLE PE 29302 &1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 H 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 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 E,, p ` p f �Q No -48,' n L: � N YF AL Bd#df@JSF9!l716ifi6Atlit�t�� ` DATE: 8.18.2017 PROJECT NO: 16111 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 VERTICAL END PANEL WITH ADJUSTABLE LEGS L55 SERIES E26 CANOPY LIGHT FIXTURE — u'r_u rruo "ccr`ABLY, INCLUDES CLEAR THERMAL 3TANT GLOBE (1-55 FIXTURE) SECTION VIEW — MODEL 5430N.D-2—ACPSP—F HOOD — #3 FIELD WRAPPER 24.00" HIGH (SEE HOOD OPTIONS TABLE) RISER WITH DAMPER 23.59 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 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 ;�tit8k309l Fit 6D 'iA'F d �n 4 f• �k 9. PSA '6 � ® 'L S.r x 6 DATE: 8.18.2017 PROJECT NO: 16111 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) 24" NOM. SECTION VIEW - MODEL 4824 VHB - C HO OD - 4d :9 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 t� �L r*4 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 COOPj�ATIVE LLC .. i fYGf ST!tE_ OF f P d Y DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M308 F,iro C',)ic-fDTn — Tnh_4.qnR., .ri 1 1 FIRE SYSTEM N0. Tag TYPE SIZE 17LOW POINTS INSTALLATION TAG SYSTEM LOCATION ON HOOD 1 NO. Ansul R102 3.0/3.0/3.0/1.5 9 Wall Mount Left N/A 0A C' TTATT P/01 FIRE - - - - TAG - -- KEY NUMBER — PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. SYSTEM TAG TYPE SIZE SUPPLIED BY NO. GALTON 0 — 0 — 43-15733 AIR CYLINDER ASSEMBLY — Air Cylinder and Tubing for Mechanical Gas Valves (Ansul Part #15733) 0 1 1 LANE R. Mechanical 2.000 Distributor F4ro .Cb'rctogrn P"rte T.4 et RD,)/ - -FIRE- - SYSTEM N0. - - - - TAG - -- KEY NUMBER — PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. POWELL & HINKLE ENGINEERING, P.A. 0 — 0 — Tank Bracket for fire system tank installation in utility cabinets 4 0 1409 KINGSLEY AVENUE, BLDG 12A GALTON 0 — 0 — 43-15733 AIR CYLINDER ASSEMBLY — Air Cylinder and Tubing for Mechanical Gas Valves (Ansul Part #15733) 0 1 & H ORANGE PARK, FLORIDA 32073 LANE R. 0 — 0 — HOSE HOSE — Stainless Steel Actuation Hose, 42" 1 0 (904) 264-5570 FAX:(904) 278-2646 THOMAS 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 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD 1 — 1 — AT — 3.0 TANK(#1B) — 3.0 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) Macola # 01-429862 3 0 DAVID R. 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 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 1 0 # 437155, Macola # 08-437155 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... PERMIT SET CCf ("441 O In r t 2 W1142" 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, 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.�,,o�otapr€esq; r. i �a m o. T cu _� a Ohl SA r a inf •s Yi � fA' qhs 4 DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M309 ROBERT L. HINKLE 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 ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS PE 59418 DAVID R. SPELL JR. PE 54729 PERMIT SET CCf ("441 O In r t 2 W1142" 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, 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.�,,o�otapr€esq; r. i �a m o. T cu _� a Ohl SA r a inf •s Yi � fA' qhs 4 DATE: 8.18.2017 PROJECT NO: 16111 CAPTIVE AIR HOOD DRAWING M309 J J w H a 0 Z C7 W 0 LL O O V) w m Z W U) W Ce d X W w E- H O F- C Q a Z O Lu J 0 Z w U D CL Lu Ce Lu m W W z J J Q F - Z Q U J J W H w a O z 2 V) w 0 LL O ce W a. a w 2 H LAI Z Q w U o>C w ILL O I - z W C l- -- N Z Z Q ,H^ V z H 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. �I a I— _, I --- 10 MIL VAPOR BARRIER -- • _ 16" (2) #5 CONT, TOP AND BOTTOM MONOLITHIC FOOTING SECTION 3/4" = 1'-0" 12" - POST. SEE PLAN. ABU66, 10d NAILS, s"X8" ANCHOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. o, o SLOPE SEE ARCH. Z-1 + I I 10 MIL VAPOR BARRIER _I ` I 22" +toL(3) #5 CONTINUOUS, TOP AND BOTTOM. i MONOLITHIC FOOTING SECTION 3/4" = 1'-0" CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. 8" — — — — _ SEE PLANS FOR CURB HEIGHT �II • 10 MIL VAPOR BARRIER 8" 16" 4" (2) #5 CONTINUOUS BEARING CURB STEP SECTION 3/4" = 1'-0" 16" CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. 10 MIL VAPOR BARRIER ;2) #5 CONT, TOP AND BOTTOM MONOLITHIC FOOTING SECTION 3/4" = 1'-0" — LIGH'Ir GAGE FRAMING BY LIGHT GAGE CONTRACTOR. /---- SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. MONOLITHIC FOOTING SECTION 3/4" = V-0" "GROUT COLOR MUST MATCH 4�� 6X6 NO.2 SYP PT POST. ABU66, 10d NAILS, -5"X8"ANCHOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. a � I_ 10 MIL VAPOR BARRIER X = 12" WITH (2) #4 MONOLITHIC FOOTING 3/4" = V-0" CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. J Lu - CONCRETE WITH WWM. FOOI`ING AND SLAB POURED WITH FOR BRICK LOCATIONS. = 3000psi CONCRETE WITH WWM. —104 --4 —4 fill, I I 1i 4 (�- 7 (i 10 MIL VAPOR BARRIER i l l l a • • a° 6" r ; (3) #5 CONTINUOUS, TOP AND BOTTOM. E 10 MIL VAPOR BARRIER FOOTING SECTION 7 6" 712" (3)#5 CONTINUOUS, TOP AND BOTTOM. 1'-6" MONOLITHIC FOOTING SECTION 3/4" = V-0" "GROUT COLOR MUST MATCH 4�� 6X6 NO.2 SYP PT POST. ABU66, 10d NAILS, -5"X8"ANCHOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. a � I_ 10 MIL VAPOR BARRIER X = 12" WITH (2) #4 MONOLITHIC FOOTING 3/4" = V-0" STEEL COLUMN -SEE PLAN. 14"X14"X8" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. THAT OF SURROUNDING i BASE PLATE A. SEE 11/S1.02. CONCRETE.** 1-1/2" NON -SHRINK GROUT FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. -I I I E I I I -I N EE III -1 (I I I I I I I I I • H 10 MIL VAPOR BARRIER _ - III-IIL- -1 10" I —I ' ( I ..Jill 10 STEEL COLUMN FOOTING SECTION 3/4 1-0 1„ 14 71" 14" I 2 Tom. 10"x10"x3/4" THICK BASE PLATE. O r�N ti O I 3/16" 10" 13/16"0 BOLT HOLE (TYP 4). 11 ASE PLATE A 1-1/2 = V-0" CIN 1„ 2 12" � TOP VIEW FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SLOPE SEE ARCH. Z>1 a �- 10 MIL VAPOR BARRIER 19 i.� (I (3) #5 CONTINUOUS, TORAND BOTTOM. Jm 22" . MONOLITHIC FOOTING SECTION 3/4" = 1'-U" C0 co w V w Et --� 10 MIL VAPOR BARRIER NOW BEARING RECESS SECTION 3/4" = V-0" 100 7" i 12"x12"x1/2" THICK C14 BASE PLATE. nbco r [- .o 13/16"0 BOLT 1„ HOLE (TYP 4). 9" 2 L 12" 12" FRONT ELEVATION VIEW T 3/16 IN SIDE 12" SIDE ELEVATION VIEW SLOPED POST ANCHOR DETAILS 3/4" = V-0" 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 WAYNF o. �°/ 2m - (? No. 28 7� _ �•: S EO . 0.c� •'• OR10 FOUNDATION DETAILS Awe 0 2 CMU WALL -SEE DETAIL 1/S1.01 FOR REINFORCING. J 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. --4 —4 fill, (i 10 MIL VAPOR BARRIER i l l l a • • a° 6" 12" (3) #5 CONTINUOUS, TOP AND BOTTOM. ONOLITHIC FOOTING SECTION 7 STEEL COLUMN -SEE PLAN. 14"X14"X8" DEEP BLOCK-OUT, FILL SOLID WITH 3000 PSI GROUT. THAT OF SURROUNDING i BASE PLATE A. SEE 11/S1.02. CONCRETE.** 1-1/2" NON -SHRINK GROUT FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. -I I I E I I I -I N EE III -1 (I I I I I I I I I • H 10 MIL VAPOR BARRIER _ - III-IIL- -1 10" I —I ' ( I ..Jill 10 STEEL COLUMN FOOTING SECTION 3/4 1-0 1„ 14 71" 14" I 2 Tom. 10"x10"x3/4" THICK BASE PLATE. O r�N ti O I 3/16" 10" 13/16"0 BOLT HOLE (TYP 4). 11 ASE PLATE A 1-1/2 = V-0" CIN 1„ 2 12" � TOP VIEW FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SLOPE SEE ARCH. Z>1 a �- 10 MIL VAPOR BARRIER 19 i.� (I (3) #5 CONTINUOUS, TORAND BOTTOM. Jm 22" . MONOLITHIC FOOTING SECTION 3/4" = 1'-U" C0 co w V w Et --� 10 MIL VAPOR BARRIER NOW BEARING RECESS SECTION 3/4" = V-0" 100 7" i 12"x12"x1/2" THICK C14 BASE PLATE. nbco r [- .o 13/16"0 BOLT 1„ HOLE (TYP 4). 9" 2 L 12" 12" FRONT ELEVATION VIEW T 3/16 IN SIDE 12" SIDE ELEVATION VIEW SLOPED POST ANCHOR DETAILS 3/4" = V-0" 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 WAYNF o. �°/ 2m - (? No. 28 7� _ �•: S EO . 0.c� •'• OR10 FOUNDATION DETAILS Awe 0 2 V J J LO QH W a O z C/i Lu 0 LL O O V, W Q_ z Lu V) V) Lu Ce Q X w w I— I— O ce Q a z O Lu J O z w U 0 2 CL Lid ce w M Ce Lu w Z J J V) F- u V J J W w C1. O z C� Lu 0 LL O w CL O 2 a w H z Q W V ce Lu V) LL O H z w Cie z z Q V) (D z 'o V 1 H� I- 12" �I` SSy -- POS §& KUP PT POST. UA&W,, YNWA Y, MC iOR. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. ,o SLOPE SEE ARCH. 10 MIL VAPOR BARRIER z - CV • I 4 22" (3) #5 AT 12" O.C., VERTICALLY. MONOLITHIC FOOTING SECTION 3/4" = V-0" SECOND SLAB POURED WITH 3000psi CONCRETE WITH WWM. (3) ROWS OF 4"'X6" TAPCONS AT 12" O.C. STAGGERED. LEAVE 1" EXPOSED FOR CONCRETE POUR. CONCRETE CURB WITH (2) #4 BARS CONTINUOUS. SLOPE -SEE ARCH. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. N - -- 10 MIL VAPOR BARRIER 6" 12" (3) #5 CONTINUOUS, TOP AND BOTTOM. V-6" 16 ONOLITHIC FOOTING SECTION POUR OUTSIDE SIDEWALK INTO CUT OUT. 11" - STEEL COLUMN -SEE PLAN. 4" DEEP BLOCK-OUT, FILL SOLID / WITH 3000 PSI GROUT. --------- --- 14"14" g2" — r I CO O 42" ;3" 42" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. SEE DETAIL 19/S1.03 FOR REINFORCING. GRADE BEYOND ? BOTTOM OF FOOTING MUST REMAIN A MINIMUM OF 12" BELOW GRADE. -- ------------ BENT BAR, SAME SIZE AS FOOTING BAR. _ FOOTING TO BEAR ON FIRM --- UNDISTURBED SOIL. 149!3/4TOOTING STEP = 1 -00 6"x12"x1/2" THICK BASE PLATE. �v 3/16" 13/16"0 BOLT HOLE (TYP 4). 17 ASE PLATE B BASE PLATE A. SEE 11/S1.02. 1-1/2" NON -SHRINK GROUT FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH WWM. N O �- -I 10 MIL VAPOR BARRIER V-2" 19 STEEL COLUMN FOOTING SECTION 3/4" = V-0" STEEL COLUMN -SEE PLAN. CONCRETE CURB. SEE SECTION 16/S1.03. BASE PLATE B. SEE 17/S1.03. 1/2" NON -SHRINK GROUT @ff31 _EFL COL DETAIL FENCE BY OTHERS. CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1) #5 BAR 8"X16" CMU STEMWALL. STEMWALL VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 32" O.C. FILL CELLS WITH 3000 psi CONCRETE. PAVEMENT VERTICAL REINFORCEMENT TO HAVE 12" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. 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" = V-0" 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 ih t >TS i ?i` U J J W F - Z d O V z (D 1- 4 Lu 0 LL - 0 O O U) w CL z w r - Ce t!� V) Lu Ce a- x Lu Lu 2 F- F- O 1-4 F- Q a z 1-4O W O z 0 w U D O W W C13 oC Lu w z J J Q E- 0 z Q Lu w a O z Lu 0 LL. O w a O a Lu 0 z Q Lu U w cn LL - 0 O 1-- z Lu 5' Ce F- V) z z Q CD z 0 F - 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. G�-- 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 HINGE WITH (2) 3/4"0 BOLTS. `— 1X6 PLANKS, FASTENED TO STEEL POSTS W/ (2) 1-1/4" #2 SIMPSON STRONGTIE QUIK DRIVE WOOD -TO -STEEL FLAT HEAD SCREWS - TYP ORRAL CORNER DETAIL 1-1/2" = V-0" J WALL, #5 BARS IN EACH OF ;EE CORNER CELLS, AT EACH SIDE )PENINGS, AND AT 48" O.C., FULLY )UTED, UNLESS OTHERWISE IWN. SEE LEGEND FOR CMU SIZE. I" EMBEDED STEEL TUBE POST W/ /2" 0x5" STUDS (5 GA), SPACED AS ,WN. POST INSTALLED FLUSH WITH SIDE FACE OF BLOCK, E NOT SHOWN FOR CLARITY. SEE %ILS 1 AND 2/A001 FOR HITECTURAL GATE DETAILS. EWAY. SEE CIVIL DRAWINGS CORRAL I- LEVATION AT GATE /4" = 1'-U" I s C-] S SEE DETAILS 1 AND 2/A001 FOR ARCHITECTURAL GATE DETAILS. ALL GATE MEMBERS FASTENED TOGETHER WITH 1/4" FILLET WELD, ALL AROUND. 1/4 V 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. /',�:3 GATE DETAIL - FRONT —3/4" 5 FENCE POST DETAIL 3/4 - 11-01, BY OTHERS K6x 1 /4 =TAIL 10/S1.02 FOR 'LATE JON -SHRINK GROUT (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 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 ``x►IIIIIII" VSA �NF G� ' O - C7 No. 8 ST OF . �.c� '• � IOP . <x ° _-I I • ° =1 111 111 1f 11=1 I 1=1 11=1 i- I 1=1 i 1=1 11= C-] S SEE DETAILS 1 AND 2/A001 FOR ARCHITECTURAL GATE DETAILS. ALL GATE MEMBERS FASTENED TOGETHER WITH 1/4" FILLET WELD, ALL AROUND. 1/4 V 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. /',�:3 GATE DETAIL - FRONT —3/4" 5 FENCE POST DETAIL 3/4 - 11-01, BY OTHERS K6x 1 /4 =TAIL 10/S1.02 FOR 'LATE JON -SHRINK GROUT (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 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 ``x►IIIIIII" VSA �NF G� ' O - C7 No. 8 ST OF . �.c� '• � IOP . <x U J J 8" CMU WALL, #5 REINF. AT 2'-0" j 1 29 1 O.C. SOLID GROUTED. SEE ARCH S3.01 S3.03 S3.01 IM. FOR PLATE HEIGHTS. 1(S - --- _TY_ y w a i! O x. ..>- TRUSS DESIGNER TO LAYOUT TRUSSES TO CREATE OPENINGS FOR RTUS. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ALLOW 3" BUFFER BETWEEN TRUSS AND OPENING I I l{--AII 18F8r0 1 I II II 1 1 , I I 1 1 1 I 11 1 I I II 1 I 1 1 I 1 II 1 I Itl I 1 I 1 PARALLEL CHORD ROOF TRUSS BY° OTHERS. SEE ARCHITECTURAL wp FOR PROFILES ; 6'-'108--- 6'-1083 " 28-1141n —'r I i Itl 1 I I I I I I I 1 I I I 1 11 1 I 1 1 I I I II 'pl ' O I I I 1 I I I 1 1 I I 1 1 11 11 I I 1 1I- 0 � I I I 1 I 11 I I 1 I 1 1 1 1 I 1 1 1 1 1 1 u 1 1 Itl I 1 t I 1 I I I II , II I I I 1 1 1 I 1 L 53.01 -------- --- RTU -3 Ljj - _ 0,I 8-01I�B II I 1 Z 21, on 1 1 I @ 4'-4" I 1 _T _r 22'-2�" I t 1 I 1 1 1 1 i i i it 't- 1 I 1 W I I I I ! , R _21 1 2 I 1 1 1 " I I II 1 I j l i5j4,- 2„ —T ' i' I I 1 I ( { T I 1 1 I 1 1 1 I 11 1 I I 11 1 1 I J I ..--.' 1 1-1 I ,�� e 1 I I II 1 I= --r I° ` 1 I 1 I p� ®11 I 1 � 1 1 I I 1 11 I 1 1 q 1 Ij 1 II II 1{ I I I I I I I t 1 I 1 I i 11 I I I \I I 1 1 I 1 1 II I I 1 11 1 1{ I N Z II 1 If 1 I 1 II 1 1! 1 IG-----�tl. 1! I I I N 11 I ` I I I 1 1 I t l i 11 I II I I I 1 I 1 1 1 11 I I 1 11 1 I 1! 1 1 I II I t tl I j 1 1 I w 1 1 I 1 1 1 A I 1 116 1 1 11 1 1 1 '17 1 t 1 I 1 11 1 1 I 11 1 I I I ! 1 I 11 I tl I I X 1 I I I II 1 1 1 11 1 I I I j l 1 I, 1 I tl 1 I 86-0b T—; I I 1 , p I G`Q n- - -. -1___L---._l. W i i i i , 53;.02 , _ -- -�_-- , M• I I I 1 II 1 1�_al -__a--__1 1 1w " t, I L ESL AM"- Wh6X17 I I 1 ST�EL'BE�Q/'�1MIV1�X5T1 I; I 1 1 1 1 11?L-L,:i_._ H gg \ HS I 4XI 4 X1/1 4"III I HSI S 4XI 4X I /4"I11tI 11IIII IIII11 I1I1I I11 11I1 1III /4HS6 4X4XMHfII S X1II 4X1� O 14 "Y1III1 1 I 1 I I 1 I 1 I I I I I 1 1 I I I I I I I I I I 1 I I I 1 1 1 I S1102,rPF8 SOB j l (2) X8 I VAULTED ROOF TRUSS BY OTHERS AT 24n O.C. I I I 1 I I I F- ' SEE ARCHITECTURAL FOR PROFILES ; ; i i ; ; ; ; i i i LIGHT GAUGE ABOVE p, (2) X8 GABLE END TRUSS i i i i i i i i i i i i DOOR FRAME BY ' O 1 PLACED ON INSIDE 1 I 1 I 1 I I 1 I 1 I I 1 I t I OTHERS 1� f1 Lu 3p 1 FACE OF CMU. 0 ' 2X6 RAFTERS I AT 24" O.C. m l 1 I I I 1 1 I I I I I 1 1 I I I I I I 1 1 I I I I I 1 1 I I I S3.021 1 I Z O 2 $ I--1 8_L 1`1 I I 1 1 1 I I I I I 1 I I I ---i- F ---J S3.01 w 1 I ' ' ' , 1 , I I 1 1 1 1 TRUSSES ADJACENT TO U , S3,02 DOUBLE RAFTER AT ENTRANCE 1 1 I I 1 I I 1 I I I I I I I 1 I p 28 ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 I I I 1 GABLE END TRUSS { ' ' ' ' ' ' ' ' ' ' MUST HAVE 2X12 END t I I 1 O 3• t} ' ' ' ' I I PLACED ON INSIDE I I VERTICAL. SEE DETAIL 15/S3.02. I I 1 t (2) FACE OF CMU. I 1 I I I I I I I I 1 1 1 I I I I I 1 1 I I I 1 , I I I , Lu_L 11 I 1 I I I I 1 I 1 I I I I t 1 I I I 1 1 I I I I I I I I I I 1 1 0134 1 1 I I I 1 1 I I I I I I I I I I 1 I I I I 1 1 1 1 I 1 t 1 I I 1 1 1 I I I I I 1 I 1 I 1 15 1 I I I I I I 1 15", 5 1 I I Lu 1 1 I I I I 1 I 1 I J I 1 I 1 I J 1 1 1 I I I I 1 I I I , 1 $3.0� 1 I I 1 I I 1 I I I 1 I S3.A2 , 1 I I $3.U� I 1 , I I I C , , 1 II I 1 1 I 11 W 1 I 1 1 I y'S3,2 1 W 53.01 I I I I C� 2 I8Fj6-1p/1T' I I (2X8 1 I I I 1 1 , 1 I I , 1 II J MARK HEIGHT WIDTH IN )H REINF. REINF. 2 s A B u') CB1 1'-0" 0'-75/8' (2) #5 (2) #5 #4 TIES AT 5"O.C. CB2 1'4, 0'-75/8" (2) #5 (2) #5 #4 TIES AT 5"O.C. CB3 2'-0" 01-75/8" (3) #7 (3) #7 0 CB4 1'-0" 0'-75/8" (3) #5 (3) #5 Z (2) X8 Q U -- J J — — w A TYP. w a O z (D 2 U w 0 LL O w CL a SEE SCHED Lu 2 REINF. AS p PER SCHEDULE _ Q Lu U w w I-, ce U) Lu 12fl, TYP V) SEE SCHED U- 0 O Z Lu U) z z Q Ln H L9 z H 9 D 1--1 2 F_ 2X6SYP RAFTERS AT 24" O.C. (4) 2X6 PT POST TYP (3) 2X12 CANOPY BEAMS.SEE 10/S3.01. 0.25 Ln1 B B 1 2X8 RAFTERS AT 24" O.C. 1 �1.751141 LVI L' I ISP 4114Xlr" I I (I 11 11 2X6 SYP IIRAFTERS AT 24" O.C. 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. SX6 PT POST TYP.J� "' (2) 2X8 (2) 2X8 --------------- r7 ------ --- 7 S3.01 8 S3.01 _0 TYP. ii ! ! (4) 2X6 PT POST TYP. 2X10 SYP RAFTERS AT 24" O.C. () 2 2) 8 ( ) 2 8 2) X8 16 2X10 RAFTERS -- -------------------------------------------- —. -- AT 24" O.C. j4) 2X6 PT POST TYP. - -- - - --- -- - O_ _- --- A 5 S3.01 8X8 NO.2 PT SYP POSTS. SEE SECTION 10/S3.01. 10 53.01 _CMU WALL AND FRAMING PLAN 8" CMU WALL, #5 REINF. AT 2'-0" O.C. SOLID GROUTED. SEE ARCH FOR PLATE HEIGHTS. #3@10'O.C. 0.25 Ln1 0.25 Ln2 STIRRUPS REINF. A —I REINF. A—{ ' ! o j w 40) BAR U w IJJ 2n 0" 2" 2fl / V^, SHEAR TIES. SHEAR TIES. SHEAR TIES. SEE SCHED. REINF. B SEE SCHED. / ' SEE SCHED. ' REINF. B Ln1 CMU COL SUPPORT. SEE PLAN. CONCRETE BEAM DETAIL 1/2" = V-0" COL SUPPORT. SEE PLAN. 2X8 CONCRETE BEAM SCHEDULE MARK HEIGHT WIDTH IN )H REINF. REINF. REINF. A B STIRRUPS CB1 1'-0" 0'-75/8' (2) #5 (2) #5 #4 TIES AT 5"O.C. CB2 1'4, 0'-75/8" (2) #5 (2) #5 #4 TIES AT 5"O.C. CB3 2'-0" 01-75/8" (3) #7 (3) #7 #4 TIES AT 10"O.C. CB4 1'-0" 0'-75/8" (3) #5 (3) #5 #4 TIES AT 5"O.C. NOTE: 1. SPACE TIES AS SHOWN ABOVE WITHIN 0.25*Ln (CLEAR SPAN) 2X8 FRAMING NOTES AND LEGEND PORCH/GLULAM BEAM INTERIOR BEARING WALL INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. ROOF RAFTER OSEE 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. 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 TBD LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC WAYNF . 2m = 0 : No. 28 ; 70 S EO .0 P • ��' U J J w F a O U Z (7 Lu 0 LLO z O w a. z Lu r - V) Lu a X w Lu F- F- O 2 Q a z O w J O z w U O O CL w rY Lu m Ce Lu w z J J Q L) F- z Q J J w w a O O z W 0 LL O Ce w a a Lu 2 tI) r� z Q w U Ce Lu V) u- 0 O F - z w D F- V) z_ z Q C� z r� 2 F - RAILING BY OTHERS. ELEVATION:SEE ARCH. TRUSS T TE WITH SDWC15600 OR H2.5 TRUSSES UP TO 600 LBS. UPLIFT. )SDWC15600 OR (2) H2.5A WffH (10) NAILS EACH FOR UPLIFTS LESS ITHAN 1200 LBS. Lj (2) 2x4 NO. 2 SYP PLATE FASTENED WITH (2) j ROWS 10d AT 16" O.C. STAGGERED. FASTEN • TO ANGLE BELOW WITH 4" THROUGH BOLTS 2" AT 24" O.C. STAGGER BOLTS AGAINST 8 TRUSS POSITIONS. CONTINUOUS L3x3xY4 WITH 3/4"0X6" ADHESIVE ANCHORS AT 24" O.C. 8"x16" CMU TIE BEAM t WITH (2)-#5 TOP AND BOTTOM CONTINUOUS. WxWx16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. f.:NWALL SECTION 1/2" - 1 -0 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 EAVE 3/4 11-01, 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. i RIDGE BEAM ELEVATION 8 3/4" = 1'-0" ALUMINUM COPING BY OTHERS. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. -10-T.O. CMU --- -- --- - ------ ELEVATION:SEE ARCH. ROOF SYSTEM -SEE ARCH. WATERPROOFING BY OTHERS. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. 2 CMU WALL_ SECTION 3/4 = 1 -0 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. L ROOF TRUSS BY OTHERS. i j 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 k; PSI CONCRETE AND (1) #5 BAR, UNO. 3 SECTION 3/4"= 1 0 CONNECTION DETAILS 1-1/2"= V-0" 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. i RAFTER TO BEAM 5 3/4" = 1 141 EQ EQ EQ E (4) 3/4" BOLTS- NOTCH POSTS TO f� 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. DETAIL "B" ROOF SYSTEM -SEE ARCH AT SMOKER 4FTER SIZE. FASTEN WITH (12) 8d NAILS. .ATIONS PLAN 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. fr ___ 6X6 PT POST. SEE PLAN. 4 RAFTER TO BEAM 3/4 = 1-0 6 RAFTER TO BEAM 3/4" = 1'-0" 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" - 9/53.01 (2)TLOK10 f' --2X10 NO.2 SYP PT RAFTERS BETWEEN (2)TLOK10 550 ` _ POSTS. FASTENED TO POSTS WITH (2) SD 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. ®' ® SEE DETAIL "B" 01 0 ` (3) 2X12 SYP NO.2 PT BEAM. SEE 100 �/ 9/S3.01 FOR BEAM TO POST FASTENING. CUT TOP TO MATCH RAFTER ANGLE. SEE DETAIL "B" - 9/S3.01 00 8X8 SYP PT POSTS. SEE PLAN. y 2X8 SYP PT BRACE. FASTEN TO POST WITH (2) 3/4" BOLTS. NOTCH BEAMS TO RECESS. BLOCK BETWEEN RAFTERS AS NEEDED. SEE 12/S1.02 FOR POST TO FOOTING CONNECTION. 10 ENTRANCE CANOPY SECTION 3/4 11-0. 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 0`j%J1111111rr ?,I Fre'•. '9 O. (9 ; N 328 • �13 TE 0 i T�• 0 4,27,2e' 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. ELEVATION:SEE ARCH. TRUSS T TE WITH SDWC15600 OR H2.5 TRUSSES UP TO 600 LBS. UPLIFT. )SDWC15600 OR (2) H2.5A WffH (10) NAILS EACH FOR UPLIFTS LESS ITHAN 1200 LBS. Lj (2) 2x4 NO. 2 SYP PLATE FASTENED WITH (2) j ROWS 10d AT 16" O.C. STAGGERED. FASTEN • TO ANGLE BELOW WITH 4" THROUGH BOLTS 2" AT 24" O.C. STAGGER BOLTS AGAINST 8 TRUSS POSITIONS. CONTINUOUS L3x3xY4 WITH 3/4"0X6" ADHESIVE ANCHORS AT 24" O.C. 8"x16" CMU TIE BEAM t WITH (2)-#5 TOP AND BOTTOM CONTINUOUS. WxWx16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. f.:NWALL SECTION 1/2" - 1 -0 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 EAVE 3/4 11-01, 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. i RIDGE BEAM ELEVATION 8 3/4" = 1'-0" ALUMINUM COPING BY OTHERS. 1 COURSE CONTINUOUS BOND BEAM WITH (1) #5. -10-T.O. CMU --- -- --- - ------ ELEVATION:SEE ARCH. ROOF SYSTEM -SEE ARCH. WATERPROOFING BY OTHERS. 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 PSI CONCRETE AND (1) #5 BAR, UNO. 2 CMU WALL_ SECTION 3/4 = 1 -0 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. L ROOF TRUSS BY OTHERS. i j 8"x8"x16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0" O.C. WITH 3000 k; PSI CONCRETE AND (1) #5 BAR, UNO. 3 SECTION 3/4"= 1 0 CONNECTION DETAILS 1-1/2"= V-0" 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. i RAFTER TO BEAM 5 3/4" = 1 141 EQ EQ EQ E (4) 3/4" BOLTS- NOTCH POSTS TO f� 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. DETAIL "B" ROOF SYSTEM -SEE ARCH AT SMOKER 4FTER SIZE. FASTEN WITH (12) 8d NAILS. .ATIONS PLAN 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. fr ___ 6X6 PT POST. SEE PLAN. 4 RAFTER TO BEAM 3/4 = 1-0 6 RAFTER TO BEAM 3/4" = 1'-0" 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" - 9/53.01 (2)TLOK10 f' --2X10 NO.2 SYP PT RAFTERS BETWEEN (2)TLOK10 550 ` _ POSTS. FASTENED TO POSTS WITH (2) SD 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. ®' ® SEE DETAIL "B" 01 0 ` (3) 2X12 SYP NO.2 PT BEAM. SEE 100 �/ 9/S3.01 FOR BEAM TO POST FASTENING. CUT TOP TO MATCH RAFTER ANGLE. SEE DETAIL "B" - 9/S3.01 00 8X8 SYP PT POSTS. SEE PLAN. y 2X8 SYP PT BRACE. FASTEN TO POST WITH (2) 3/4" BOLTS. NOTCH BEAMS TO RECESS. BLOCK BETWEEN RAFTERS AS NEEDED. SEE 12/S1.02 FOR POST TO FOOTING CONNECTION. 10 ENTRANCE CANOPY SECTION 3/4 11-0. 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 0`j%J1111111rr ?,I Fre'•. '9 O. (9 ; N 328 • �13 TE 0 i T�• 0 4,27,2e' ROOF SYSTEM -SEE ARCH. ROOF SYSTEM -SEE ARCH. ROOF SYSTEM-SEEA . GABLE TRUSS BY OTHERS. ROOF SYSTEM -SEE ARCH. - ROOF TRUSS BY OTHERS. Y4' 12 ROOF TRUSS BY OTHERS.2X PT RAFTERS. SEE PLAN FOR SIZE 4X SYP PT LEDGER. ROOF TRUSS BY OTHERS.AND SPACING. SEE CONVENTIONAL FASTEN TO EACH TRUSSFRAMING 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" GROUP WITH (2) MTSM16. WOOD SCREWS. RAFTER -SEE PLAN. FASTEN TO 00 } FASTENED WITH (2OR0 ST Od AT 16" LEDGER WITH (2) A35. - TRUSS TO TOP PLATE WITH SDWC15600 OR H2.5A FOR TRUSSES UP TO 600 LBS. UPLIFT. USE O.C. STAGGERED. MINIMUM 24" LAP RAFTER -SEE PLAN FOR SIZE AND SPACING. SEE CONVENTIONAL (2)SDWC15600 OR (2) H2.5A WITH (10) 8d NAILS Lu WITH (12) 10d IN LAP. 2X8 SYP PT TOP PLATE FASTENED EACH FOR UPLIFTS LESS THAN 12LBS. 10 EACH NOTES FOR FASTENING. OU 2X6 STUD GROUP AT BEAM WITH 1/2" O X 8" ADHESIVE ANCHORS (2) 2x4 NO. 2 SYP TOP PLATE. LOCATIONS. NUMBER OF STUDS TOP OF CMU WALL AT 48" O.C. 2X8 SYP PT TOP PLATE FASTENED zU EQUALS THAT OF BEAM PLY. FASTEN SEE ARCH. �� WITH 1/2" 0 X 8" ADHESIVE ANCHORS �� C� TO CMU WALL BELOW WITH (2) MTSM16 2y TOP OF CMU WALL AT 48 O.C. 2x4 SPF STUDS AT 16" O.C. FASTEN EACH END V) 2X6 STUDS AT 16" O.C. FASTEN EACH -- SEE PLAN OF STUDS WITH SDWC 15600. END WITH (2) 10d TOE -NAILS. FASTEN 25 - tl_ TOP OF CMU WALL _ 1 COURSE CONTINUOUS BOND BEAM STUDS TO CMU WALL BELOW WITH O (2) 2x8 NO.2 SYP PT TOP PLATE. FASTEN TO ® SEE ARCH. = MSTA24 AT 16" O.C. = WITH 1 #5. _ STEEL BEAM WITH �" THROUGH BOLTS AT 24" z _ O Lj 2X6 PT SYP TOP PLATE. FASTEN TO I O.C. STAGGERED EACH SIDE OF THE WEB. V) 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. TRUSS TO TOP PLATE WITH SDWC15600 OR H2.5A FOR TRUSSES UP TO 600 LBS. UPLIFT. USE Ce 6" INTO BOND BEAM. - 8" CMU WALL -SEE PLAN. 2 SDWC15600 OR w PLACE ANCHOR BOLTS WITHIN 6" OF O (2) H2.5A WITH (10) 8d NAILS z -Al- SPLICES, AS REQUIRED. EACH FOR UPLIFTS LESS THAN 1200 LBS. w 8" CMU WALL -SEE PLAN. SECTION STEEL BEAM. SEE PLAN. c 11 „_ " AT GABLE CMU WALL SECTION CMU WALL SECTION to 3/4 - 1 -0 12 3/4 = 1'-0" 3/4"=11-011 ry,w SECTION AT BEAMcoop: w ROOF SYSTEM -SEE ARCH. RAFTER BETWEEN CANOPY 3/4" = 1'-0" = ROOF TRUSS BY OTHERS. POSTS. FASTEN EACH RAFTER TO LEDGER WITH (1) HTT4 WITH STEEL BEAM DESIGN ~ 12 12 2X12 VERTICAL AT END. 5/8" 0 THREADED ROD WITH 0 1 2X2X1/4" WASHER EACH END. SEE PLAN 4 DESIGN/COOPERATIVELLC � FILL ALL HOLES WITH 10d NAILS. STEEL BEAM = 4X SYP PT LEDGER. FASTEN '-' TO TRUSS VERTICAL WITH SEE PLAN 1032 HENDRICKS AVENUE HTT4 WITH 518" 0 THREADED \ JACKSONVILLE, FL 32207 TEL ! 904 290-1032 ' '• ROD WITH 2X2X1/4" WASHER _ n EACH END. FILL ALL HOLES _ �; I,% ICL ( ) - d 7" FAX / (904) 592-5892 STEEL COLUMN - 7 SEE PLAN. www•dcoop.com O FL/AA26001646 z _ WITH 10d NAILS. � /> �� (2) 1/2" THREADED STUD 1„ 1, 2 1/2" THREADED STUD T FASTENING BOTTOM 2 12 FASTENING BOTTOM �" 1 2 2 1/2" PLATE ® CONNECTION APPLIES TO i FLANGE TO BASE PLATE. 4 FLANGE TO BASE PLATE. 4'7re;- TRUSSES ADJACENT TO 6" ---f 2" p Rick Moyer Lu 2"f--6"-- 2" CLIENT -� RAFTER BETWEEN CANOPY _ POSTS. 2X8 SYP PT BRACE1" "' ATTACHED UNDERSIDE " PLATE E PLATE "F" o0 LOCATION Z II II OF RAFTER WITH (2) PLATE "E""F"-/ 461 Atlantic Blvd. 2X8 SYP PT TOP PLATE PLATE ' F Atlantic Beach, FL r� TLOK10. 1/4" V- 1/4' iv U - -- FASTENED WITH 1/2" Q1 X _ - ; HSS -SEE PLAN 8" ADHESIVE ANCHORS 4X SYP PT LEDGER. -L _ 1I4" HSS -SEE PLAN D AT 48" O.C. -� 1/4" _A___ - 11, CIVIL ENGINEERING HSS -SEE PLAN 11,1-17414 BAKER KLEIN ENGINEERING Q _ 2X8 SYP PT TOP PLATE HSS -SEE PLAN 904-356-8520 1 COURSE CONTINUOUS FASTENED WITH 1/2" 0 X w _ BOND BEAM WITH (1) #5. = 8" ADHESIVE ANCHORS 11 11 DETAIL 18 PLATE E DETAIL STRUCTURAL ENGINEERING � AT 48" O.C. DETAIL ALEXANDER GRACE m 8' CMU WALL -SEE PLAN. 1-1i2 -1 -0 CONSULTING, INC. 6 1--0" 17 1-1/2"=1'-0" 904.241.8010 w LEDGER TO TRUSS RAFTER TO LEDGER 1„ 7" 1., FL/59328 L3x3xl/4 1- 1- 4 7- SEE PLAN 4 4 STEEL COLUMN - z �� 11., 2 3" 1 �" 4 1 STEEL BEAM SEE PLAN. M.E.P. ENGINEERING POWELL & HINKLE CMU WALL SECTION 4 SEE PLAN STEEL BEAM ENGINEERING, PA. Q 2 2 3,. L3x3x1/4 3 15 4T 4 � 3/4" = 1'-0" ,Ic� 5�• SEE PLAN Cv 904.2645570 #FL/EB-4577 Q SEE PLAN SEE PLAN r ) 0 0 U FOR REINF. FOR REINF. 3/16 q LANDSCAPING co 100 LLiOPENING o 0 1/ " PLATE TBD —�r�lv� O INTERIOR DESIGN ~ cl 11N DR. �` v I 0 t 3/16 N DESIGN COOPERATIVE LLC Lu -IN --------- I I (6) 3/4" BOLTS PLATE F DETAIL YN o.. U3100 o �; �.: - � --�-- i i Ifs O 8.. 4" �( F BOND (50%) MASONRY PLATE 1/2"W/ (4) 1/2"Ox5" 1 �/ 1-1/2"=1'-0" Q-�',•• " '••.,�'q (D O UNITS AT INTERSECTION O EXTEND HORIZ V-0.STUDS (5 GA) F cn JOINT REINF. OR Lu = �:.G gym' - C7 : • 70 _ ®0 rL PROVIDE MTL. No 328CAP P LATE "B" DETAIL LL LATHE@24"O.C. 24 " TYPICAL SPLICE DETAIL S TE OF cv O (2) BARS IN CELL AT 8" CMU WALL OPENING. SEE PLAN 1-1/2 -1-0 26' ROOF SYSTEM BY ARCH. lv FOR BAR SIZE. NTS D,c� •, O pRIDGE BEAM. SEE PLAN FOR gCIMU CORNER JOINTS REINFORCING AT OPENINGtSIZE AND NUMBER OF PLIES. �� 2"�8 ------/2"- �� = FASTEN TO STUD GROUP NOT TO SCALE NOT TO SCALE - -_ ��' �" WITH (2) MTSM16. E- cn 1" H SEE PLAN 'k--- 2 2 4" z FOR REINF. 8" CMU BLOCK -SEE N _ _ ` _ _ 7�3f 2" 2" - _ 4 2X6 STUD GROUP AT BEAM Q e__ _ PLAN. LOCATIONS. NUMBER OF STUDS EQUALS THAT OF U TYP63� HOLES, BEAM PLY. FASTEN TO CMU 00 04 WALL BELOW WITH (2) MTSM16 uj to` O O ih - ® FILL WITH CONCRETE BEAM. SEE MORTARBEAM SCHEDULE ON �,, 2X6 GABLE WALL. SEE 11/S3.02 S2.02 FOR _ — FOR WALL DETAILS. uj REINFORCEMENT.00 DO000 � SEALANT RIDGE BEAM ELEVATION l' -SEE SPECS EXTEND HORIZ. JOINT '"�� — O R z REINF. OR PROVIDE MTL. EMBED PLATE B N O.C.„ LATH @ 24” FRAMING Q O BREAK BOND— i " RIDGE BUCKET PLATE (DETAIL 24/S3.01) (BLDG. PAPER) � ( 12 x20 x�q" EMBED PLATE WITH (6) NELSON STUDS ol 12„ DETAILS z HSS4X4X1/4” STUDTYPICAL U.O.N.� EMBED PLATE SHEET 2 @TYPICAL WALL SECTION CONTROL JOINT NOT TO SCALE 23 NOT TO SCALE 25 CORNER PLATE DETAIL 27 DETAIL H LZ f PERMIT- SET U J J w > H w CL O O U z C7 Lu 0 LL O z O U) Lu a - z Lu tY c/1 V) Lu a x w w H H O I-- Q a z F -i O LuJ O z 0 w V O CL w Qe w m Lu w z J J Q V) H z Q U J J w H w 0- 0 O 0 z Lu 0 U- 0 O w CL O CYa w H to 0 z Q w V w V) U- 0 O z Lu Ce U) z z Q C7 z_ G 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". SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. Gam, dQ I I i�l I l iIIIIlli I I I --1111111 i l? 1I- 29 TYPICAL MASONRY OPENING 3/4 1 0 GOOF SYSTEM -SEE ARCH. 'EE ARCH. "/O WOOD BEAM 1OOF RAFTER. SEE PLAN 'OR SIZE AND SPACING. SEE CONVENTIONAL 'RAMING NOTES FOR ;AFTER TO BEAM PLATE ASTENING. X SYP NO.2 PT BEAM. SEE PLAN FOR BEAM SIZE LND BEAM TO POST ASTENING. X4 SYP PT KNEE WALL. 'TU DS AT 16" O.C., (2) 10d 'OE -NAILS EACH END. 1X6 '&G PT BY OTHERS. ;EE ARCH. '/O WOOD BEAM f) 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. 3,1 RAFTERS SECTION AT SMOKEHOUSE 3/4 — 1 -0 #5 RAR WITH R" RFKIn AT T(1P *MISSED DOWN ROD REPAIR 3/4 11-0.1 (2) CORNER BARS AT OUTSIDE. MATCH SIZE AND GRADE OF BEAM STEEL. 1 40 BAR I BEAM CORNER REINF. N.T.S. 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 \NAYNF G9 , SC tu0 , G�'IF qT •. 2T o. 3 •7�: �•' S TE .• o d 'x a 3 Q I � j *MISSED DOWN ROD REPAIR 3/4 11-0.1 (2) CORNER BARS AT OUTSIDE. MATCH SIZE AND GRADE OF BEAM STEEL. 1 40 BAR I BEAM CORNER REINF. N.T.S. 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 \NAYNF G9 , SC tu0 , G�'IF qT •. 2T o. 3 •7�: �•' S TE .• o 'x HVAC FLOOR PLAN SCALE: 1/8" = 1'-0" FLAG NOTES O 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 21 X10 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 21 X10 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. O 30X20 OA DUCT FROM MAU-4 LOCATED ON ROOF. © 6X4 EA DUCT WITH G-4, 6X6 N 50 CFM EXHAUST GRILLE. O 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. 0 26X16 SA DUCT AND 30X16 RA DUCT FROM RTU -2 LOCATED ON ROOF. PROVIDE L 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. 0 G-5, 18X8 N 670 CFM SUPPLY REGISTER. PROVIDE REGISTER AT 0 DEGREE DEFLECTION. 13 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 30X20 SA DUCT AND 34X20 RA DUCT FROM RTU -3 LOCATED ON ROOF. PROVIDE C. MOK SMOKE DETECTOR IN SUPPLY AND RETURN DUCT. H ORANGE PARK, FLORIDA 32073 17 16X14 RA DUCT TO G-2 RETURN GRILLE. PE 48076 18 16X14 RA DUCT TO G-2 RETURN GRILLE. TYPICAL FOR 3. 19 G-1, 14"0 515 CFM SUPPLY DIFFUSER, ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD A. MATHEWS 8"0 SUPPLY CONNECTION TO PERFORATED SUPPLY PLENUM. SET TO 113 CFM. DAVID R. TYPICAL FOR 12. PE 54729 21 8"0 SUPPLY CONNECTION TO PERFORATED SUPPLY PLENUM. SET TO 108 CFM. TYPICAL FOR 4. LOCATE THERMOSTATS FOR RTU -1, RTU -2 AND RTU -3 ON WALL IN OFFICE. NOT USED 6X6 EA DUCT UP TO EF -3 LOCATED ON ROOF. 0 TERMINATE EXHAUST DUCT AT HEAT DISCHARGE OF GLYCOL MACHINE MOUNTED ON WALL. © 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. WALL TYPE LEGEND NON RATED: 1 HR. RATED: — — 2 HR. RATED: 4/19/18 2799M101 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 7 -"ql sm� 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 E AE A-.Px•p� � _ c s s ;3 Nlo.480 6 a T, "'�'tl�a�`®rpnE se sssss:�aat6e'' DATE: 8.18.2017 �j VE REVISIONS 4-20-18 PROJECT NO: 16111 HVAC FLOOR PLAN M101 HVAC ROOF PLAN SCALE: 1/8" = 1'-0" 4/19%18 2799M102 ROBERT L. HINKLE PE 29302 POWELL & HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BLDG 12A GALTON P & H LANE R. C. MOK PE 33192 ORANGE PARK, FLORIDA 32073 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 son 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 attaottsaprt sqp r s S p No. 480?8 SAkr tl s �m °'�BPtflfl3®iiilit6tb�4®i DATE: 8.18.2017 10-20-17 REVIEW COMMENTS PROJECT NO: 16111 HVAC ROOF PLAN I M1 02 PROVIDE TEK#10 SCREWS 2" MIN EMB 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 PLE 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 *) EQUIP. N0. MOUNTING TYPE MODEL NUMBER ACCESSORIES/REMARKS G-1 LAY–IN CEILING (SUPPLY) RZ1400* (24X24) (1)(3) G-2 LAY–IN CEILING (RETURN) 501`–NT (24X24) (1) G-3 LAY–IN (SUPPLY) 250 AG -15 DAMPER, BORDER TYPE 3 (2) G-4 LAY–IN (EXHAUST) 25RL AG -35 DAMPER, BORDER TYPE 3 G-5 SURFACE (SUPPLY) 272RL AG -35 DAMPER G-6 LAY–IN (SUPPLY) OMNI (1) (1): WHERE USED IN GYP BOARD CEILINGS, PROVIDE ANGLE FRAME FOR CUT OPENING AND USE LAY–IN TYPE DIFFUSER. (2): PROVIDE RECTANGLE TO ROUND TRANSITION FOR FLEX DUCT CONNECTION. (3): PROVIDE RZRNA SQUARE TO ROUND NECK ADAPTOR. DETAILS - ROOFTOP A/C UNIT (RTU -1, 2 AND 31 N.T.S [elm 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 7412 +472 KITCHEN HOOD SELECTED AND PROVIDED BY KITCHEN EQUIPMENT PROVIDER. SEE KITCHEN HOOD PLANS FOR SCHEDULES AND DETAILS. i L—.—.— — —-— — —— -— - — - —-— — — ——.—.—.-- j EQUIPMENT SCHEDULE - FAN APPROVED MANUFACTURER LOREN C EQUIPMENT NUMBER EF -1 EF -3 EF -4 MOUNTING TYPE ROOF OUTDOOR ROOF CEILING DB/777 WB TYPE CENTRIFUGAL PE PE PE CENTRIFUGAL CENTRIFUGAL SUMMER DRIVE DIRECT DIRECT DIRECT FAN RPM 891 A/C 1239 833 RTU -2 CFM 200 ENT. AIR DB/WB TEMP. 100 70 80'F/67'F S.P. .25 81.8 .25 .25 MOTOR HP .04 108.2 .05 56 WATTS -- VOLTS/PHASE 120V/10 AUXILIARY 120V/10 120V/10 MODEL NUMBER 100C10DH HEAT 70C15DH GC -144 ACCESSORIES/REMARK (1)(2)(3)(4)(5) (1)(2)(3)(4)(7) (1)(2)(3)(8) NOTE: 1 (1): BACK DRAFT DAMPER (2): SPEED CONTROLLER (3): UNIT MOUNTED DISCONNECT (4): ROOF CURB. WITH RTU -1, FAN TO BE ON IN OCCUPIED MODE AND OFF IN UNOCCUPIED MODE. (6): NOT USED 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 SA RA EA TA BD FD .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 ERETURN GRILLE ® SURFACE MOUNTED SUPPLY DIFFUSER H SIDEWALL SUPPLY DIFFUSER TS TEMPERATURE SENSOR O THERMOSTAT O SMOKE DETECTOR EQUIPMENT SCHEDULE - UNITARY SYSTEMS APPROVED MANUFACTURER 1409 KINGSLEY AVENUE, BLDG 12A GALTON & H TRANE PE DESIGN OUTDOOR SUMMER 94-F DB/777 WB (904) 264-5570 FAX:(904) 278-2646 THOMAS ENGINEERING CORPORATION FLA. REG. EB -4577 RICHARD DAVID R. WINTER 297 PE PE PE TEMPERATURE INDOOR SUMMER 75'F WINTER 727 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. 80'F/67'F 80'F/67'1` 80'F/67'F 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 TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL FAN DRIVE DIRECT DIRECT DIRECT HP 1.29 BHP 1.43 BHP 2.47 BHP EXT. S.P. – IN. 1.2 1.24 1.07 CFM TOTAL 3200 3200 5200 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. 4/19/18 2799M201 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 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 DATE: 8.18.2017 Q VE REVISIONS 4-20-18 PROJECT NO: 16111 HVAC SCHEDULES AND DETAILS M201 V J J LLi w a O Z to Lu 0 U- 0 z O w a z w �c U) w 04 a- x III Lu 2 F- H O F- 0<_ Z CC O w J 2 3t Z_ Lu V 0 2 a w cew m oC Lu Z J J U) 1- 1-.1 0 Z Q J J w ¢> �C w a O O V z (7 Lu 0 LL. O w a O a Lu E- 0 Z Q Lu V > Ce Lu V) ILL O Z W Li ''r^^ V! Z H4 z Q Z 0 U TABLE TOP, 2x, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING 6'-011 2'-6" STAIN (STN -2) M I 3" WIDE X Y2" THICK1 1/2" 2" 211 '-' ].'-1 1J2 " BLACK STEEL TABLE ^' 1 to BASE, MECHANICALLY ujN - FASTEN TO THE FLOOR 2'-8" 2'4" N AND ADJACENT WALL FINISHED FLOOR T-101/2" 311 DINTERIOR ELEVATION 12 SCALE: 3/8" = P—O" 31-611 19 \ INTERIOR ELEVATION SCALE: 3/8" = 1'-0" 4x10 WD, STN -4, 1111 - IIII II EXPOSED BISCUIT dill �p JOINT PLANKS WITH ` ` CONTRASTING STAIN I ------ -I-- -- -F---- (STN-2) AND KNIFE i I I I I l t I EDGE VIII II N (IIII a' I L____J II I L____J 3" WIDE X Y2" THICK l BLACK STEEL TABLE I I BASE AND CROSS I I I I I I o MEMBERS, BEYOND i i i i i i Ec L____J WOOD PLANK JOINT I I 1 f I II I I I II I I I I I . I L ------ I I I 1_1 I I I I -- I I I I LCL---- I I 2'-4 1/211 5/A408 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 Y2" THICK BLACK STEEL - BACK PANEL, MECHANICALLY ATTACH TO WOOD BOX/BENCH 00 PROVIDE CONTINUOUS - 'o CLEAN WELD JOINT AT ALL CONNECTIONS Y2" THICK BLACK STEEL - WOOD BOX/BENCH FINISHED FLOOR - HIGH TOP TABLE PLAN VIEW SCALE: 3/8" = 1'-0" TABLE TOP, 2x, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING Z STAIN (STN -2) M 3" WIDE X Y2" THICK BLACK STEEL TABLE BASE FINISHED FLOOR INTERIOR ELEVATION SCALE: 3/8"' = 1'-0" c r Br �c 7h c0 0 3'-6" 8/A408 SWIVEL STOOL TABLE P SCALE: 3/8" = 1'-0" � tp Y2" THICK BLACK STEEL BACK PANEL, SUPPORT AS REQUIRED - N 1/2" 1/211 71-011 INTERIOR ELEVATION SCALE: 3/8" = 1'-0" 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 LAN VIEW V 41-011 u A. TABLE TOP, 2x, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) 3" WIDE X i2" THICK BLACK STEEL TABLE BASE 2" 0 _ - o r- -- -- -- -- -- -- t0 Q -- - - ' tV .�-1 Y 61-011 B. 12/A408 DINING TABLEPLAN VIEW SCALE: 3/8" = 1'-0" INTERIOR ELEVATIO SCALE: 3/8" = 1'-0" PROVIDE CONTINUOUS CLEAN WELD JOINT AT ALL CONNECTIONS Y/2" THICK BLACK STEEL WOOD BOX/BENCH FACE OF BLACK STEEL PANEL, BEYOND FINISHED FLOOR 2,_211/211 EXPOS 4x10x6'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) AND KNIFE EDGE 3" WIDE X r/Z' 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 i/z" 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" 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 NTERIOR ELEVATION 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 27/8 I i I PROVIDE CONTINUOUS CLEAN WELD JOINT AT I I I I i I f i ALL CONNECTIONS FINISHED FLOOR .:z : 3" 3" �— PROVIDE VINYL GLIDES 2'-4 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 3/2" THICK BLACK STEEL TO ELEC. DRAWINGS WOOD BOX/BENCH — — — — — — — — — — — — — — — — — — — — — — V' r O O N N +- N 71-011 3JA408 BENCH PLAN VIEW SCALE: 3/8" = 1'-0" PERMIT SET ca O -0 S U «i N m 0 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 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ,fp _ �s DATE: 8.18.2017 I PROJECT NO: 16111 INTERIOR ELEVATIONS 1111 - IIII II dill �p (IIII N VIII ` 411 IIII - � lull II111 11111 7 - II N VIII � 1 IIP dill VIII N IIIiI illll N \ IIII _Y � VIII II N (IIII a' I � VIII IIII 3'-6" 8/A408 SWIVEL STOOL TABLE P SCALE: 3/8" = 1'-0" � tp Y2" THICK BLACK STEEL BACK PANEL, SUPPORT AS REQUIRED - N 1/2" 1/211 71-011 INTERIOR ELEVATION SCALE: 3/8" = 1'-0" 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 LAN VIEW V 41-011 u A. TABLE TOP, 2x, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) 3" WIDE X i2" THICK BLACK STEEL TABLE BASE 2" 0 _ - o r- -- -- -- -- -- -- t0 Q -- - - ' tV .�-1 Y 61-011 B. 12/A408 DINING TABLEPLAN VIEW SCALE: 3/8" = 1'-0" INTERIOR ELEVATIO SCALE: 3/8" = 1'-0" PROVIDE CONTINUOUS CLEAN WELD JOINT AT ALL CONNECTIONS Y/2" THICK BLACK STEEL WOOD BOX/BENCH FACE OF BLACK STEEL PANEL, BEYOND FINISHED FLOOR 2,_211/211 EXPOS 4x10x6'L, WD, STN -4, EXPOSED BISCUIT JOINT PLANKS WITH CONTRASTING STAIN (STN -2) AND KNIFE EDGE 3" WIDE X r/Z' 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 i/z" 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" 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 NTERIOR ELEVATION 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 27/8 I i I PROVIDE CONTINUOUS CLEAN WELD JOINT AT I I I I i I f i ALL CONNECTIONS FINISHED FLOOR .:z : 3" 3" �— PROVIDE VINYL GLIDES 2'-4 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 3/2" THICK BLACK STEEL TO ELEC. DRAWINGS WOOD BOX/BENCH — — — — — — — — — — — — — — — — — — — — — — V' r O O N N +- N 71-011 3JA408 BENCH PLAN VIEW SCALE: 3/8" = 1'-0" PERMIT SET ca O -0 S U «i N m 0 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 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC ,fp _ �s DATE: 8.18.2017 I PROJECT NO: 16111 INTERIOR ELEVATIONS U J J Lu Q� W CL O z 0 U) Lu 0 U- 0 z O N Ce Lu a - z z Lu V) V) w W a Lu w 2 F— F— O F— a z oC O LuJ 2 z 0 Lu U D Ce a w oC Lu C13 Ce Lu Z J J Q 2 U) O Z Q J w' w CL O u Z C� W a LL O cew a a w U) D Z Q Lu U oC Lu U) U- 0 O F— z Lu DC t z 1-4z a U) C7 Z_ 0 U) F— 8" NOMINA CONT SEAL EACH SIDE RAIN DRIP HOLLOW MI CONT BEAU 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. HEAD DETAIL 12 SCALE: 1 1/2" = 1'-0" 4 3/8" BATT INSULATION FLUID APPLIED AIR & ROOM WEATHER BARRIER ON 8" CMU — 5/8" MOISTURE & MOLD HEIGHT RESISTANT GYP BD 3/4" 3 -PART STUCCO FRAME MATERIAL SYSTEM - PAINT, P-1 3 5/8" LT GA METAL SILL STUDS @ 16" OC LIQUID APPLIED LT GA CLIP ANGLE WATERPROOF MEMBRANE CORNER BEAD 2 6'-0" CONT VINYL #15 FELT BETWEEN WEEP SCREED —� CMU & GYP BD 4/A613 J -MOLD CONT SEALANT - EACH SIDE CAULKJOINT / GROUT RAIN DRIP I P LIQUID APPLIED WATERPROOF MEMBRANE HOLLOW METAL FRAME - 16/A601 DOOR - SEE SCHEDULE CONT BEAUTY BEAD HOLLOW METAL FRAME 'v - 57/8" 1/2" 4 7/8" 1/2" THROAT 1 3/4" 2 5/8" 1 1/2" TYPE 1 H.M. FRAME 16 SCALE: 3" = 1'-0" V 4 3/8" C9,HHEAD DETAIL SCALE: 1 1/2" = 1'-0" 4 3/8" T__1 BATT INSULATION 5/8 MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD #15 FELT BETWEEN CMU & GYP BD J -MOLD CAULKJOINT GROUT LIQUID APPLIED WATERPROOF MEMBRANE DOOR - SEE SCHEDULE HOLLOW METAL FRAME 3 -PART STUCCO .. BAT T INSULATION NOMINAL CMU - PAINT P-1 BATT INSOLATION SYSTEM - PAINT P-1 FLUID APPLIED AIR & 5/8" MOISTURE &MOLD WEATHER BARRIER ON 8" CMU 5/8" MOISTURE & MOLD RESISTANT GYP BD RESISTANT GYP BD 3 5/8" LT GA METAL 3 5/8 LT GA METAL STUDS @ 16" OC APPLIED UID LI `.�•�� '' Q STUDS @ 16" OC WATERPROOF MEMBRANE '��•. CORNER BEAD CORNER BEAD CONT SEALANT #15 FELT BETWEEN FILL JOINT BETWEEN #15 FELT BETWEEN EACH SIDE CMU &GYP BD BRICK AND CMU W/ CMU & GYP BD HOLLOW METAL FRAME - 13/A601 ]-MOLD SILICON SEALANT J -MOLD CAULKJOINT BEAUTY BEAD CAULKJOINT SHIM SPACE CONT SEALANT SHIM SPACE EACH SIDE HOLLOW METAL FRAME HOLLOW METAL FRAME LIQUID APPLIED HOLLOW METAL LIQUID APPLIED THRESHOLD - SEE WATERPROOF MEMBRANE FRAME - 13/A601 WATERPROOF MEMBRANE HARDWARE SCHEDULE DOOR AS SCHEDULED THRESHOLD - SEE DOOR AS SCHEDULED HOLLOW METAL FRAME HARDWARE SCHEDULE HOLLOW METAL FRAME JAMB DETAIL 11 SCALE: 1 1/2" = P-0" ,won INSULATED HM D••• .C.� OO .... ppoo THRESHOLDHill CONCRETE SLAB .... JOINT Simon CONC SIDEWALK 10 SILL DETAIL SCALE: 1 1/2" = 17 wom JAMB DETAIL 8 M SCALE: 1 1/2" = 1'-0" EXTERIOR INSULATED HM DOOR — 5" WIDE x 1/2" HIGH HEAVY-DUTY THRESHOLD 1/2" JOINT MATERIAL CONC SIDEWALK jo STEP OUT SLAB 15/8" 1 1/2" BETWEEN CMU DOOR JAMBS I, rl. C7SILL DETAIL SCALE: 1 1/2" = 1'-0" INTERIOR HM DOOR FRAME CONCRETE SLAB 8 3/4" e. 6 7/8" 57/811 11 i" 7 1/4" 1 2 1" 47/811 1" 1/2" 4 7/8" 1/2" THROAT THROAT THROAT 04 E e4 M � � MM 1 3/4" 5 1/2" h 1/2" 13/4" 3 5/8" h 1/2" 13/4" 2 5/8" I1 1/2" TYPE 1 H. M. FRAM E TYPE 1 H.M. FRAME TYPE 1 H.M. FRAME e- 15 )SCALE: 3" = 1'_0" 14 _ 13 SCALE.• 3 — 1 0 SCALE: 3= 1-0 DOOR SCHEDULE DOOR NO ROOM # OF LEAVES I' ��O'O�'OOOOOi HEIGHT a l ♦♦ FRAME MATERIAL HEAD JAMB SILL C9,HHEAD DETAIL SCALE: 1 1/2" = 1'-0" 4 3/8" T__1 BATT INSULATION 5/8 MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD #15 FELT BETWEEN CMU & GYP BD J -MOLD CAULKJOINT GROUT LIQUID APPLIED WATERPROOF MEMBRANE DOOR - SEE SCHEDULE HOLLOW METAL FRAME 3 -PART STUCCO .. BAT T INSULATION NOMINAL CMU - PAINT P-1 BATT INSOLATION SYSTEM - PAINT P-1 FLUID APPLIED AIR & 5/8" MOISTURE &MOLD WEATHER BARRIER ON 8" CMU 5/8" MOISTURE & MOLD RESISTANT GYP BD RESISTANT GYP BD 3 5/8" LT GA METAL 3 5/8 LT GA METAL STUDS @ 16" OC APPLIED UID LI `.�•�� '' Q STUDS @ 16" OC WATERPROOF MEMBRANE '��•. CORNER BEAD CORNER BEAD CONT SEALANT #15 FELT BETWEEN FILL JOINT BETWEEN #15 FELT BETWEEN EACH SIDE CMU &GYP BD BRICK AND CMU W/ CMU & GYP BD HOLLOW METAL FRAME - 13/A601 ]-MOLD SILICON SEALANT J -MOLD CAULKJOINT BEAUTY BEAD CAULKJOINT SHIM SPACE CONT SEALANT SHIM SPACE EACH SIDE HOLLOW METAL FRAME HOLLOW METAL FRAME LIQUID APPLIED HOLLOW METAL LIQUID APPLIED THRESHOLD - SEE WATERPROOF MEMBRANE FRAME - 13/A601 WATERPROOF MEMBRANE HARDWARE SCHEDULE DOOR AS SCHEDULED THRESHOLD - SEE DOOR AS SCHEDULED HOLLOW METAL FRAME HARDWARE SCHEDULE HOLLOW METAL FRAME JAMB DETAIL 11 SCALE: 1 1/2" = P-0" ,won INSULATED HM D••• .C.� OO .... ppoo THRESHOLDHill CONCRETE SLAB .... JOINT Simon CONC SIDEWALK 10 SILL DETAIL SCALE: 1 1/2" = 17 wom JAMB DETAIL 8 M SCALE: 1 1/2" = 1'-0" EXTERIOR INSULATED HM DOOR — 5" WIDE x 1/2" HIGH HEAVY-DUTY THRESHOLD 1/2" JOINT MATERIAL CONC SIDEWALK jo STEP OUT SLAB 15/8" 1 1/2" BETWEEN CMU DOOR JAMBS I, rl. C7SILL DETAIL SCALE: 1 1/2" = 1'-0" INTERIOR HM DOOR FRAME CONCRETE SLAB 8 3/4" e. 6 7/8" 57/811 11 i" 7 1/4" 1 2 1" 47/811 1" 1/2" 4 7/8" 1/2" THROAT THROAT THROAT 04 E e4 M � � MM 1 3/4" 5 1/2" h 1/2" 13/4" 3 5/8" h 1/2" 13/4" 2 5/8" I1 1/2" TYPE 1 H. M. FRAM E TYPE 1 H.M. FRAME TYPE 1 H.M. FRAME e- 15 )SCALE: 3" = 1'_0" 14 _ 13 SCALE.• 3 — 1 0 SCALE: 3= 1-0 DOOR SCHEDULE DOOR NO ROOM # OF LEAVES WIDTH HEIGHT THICKNESS DOOR MATERIAL FRAME MATERIAL HEAD JAMB SILL FIRE RATING HARDWARE SET NO. REMARKS 101 PATIO TO DINING 2 6'-0" 7'-10" 13/4" ALUM ALUM 4/A613 3/A613 2/A613 - 2.0 STOREFRONT SYSTEM 1`0 SEI2VER1f .< 1 3- 0 �� -n �' 0 SfiAINLE5S STEEL - 777 - - 11.0 DOUBLE SWING, GLASS LTTE777 103A ' SERVERY 1 3'-0 71-0" - STAINLESS STEEL - - - - - 11.0 DOUBLE SWING, GLASS LITE 106 ti OFFICE _ 1 _ , � `3'-0" T-0" 13/4" FIBERGLASS - H.M, TYPE 1 2/A601 „ l/A601 E a - . _ 6.0 . - 108 EXIT AT RACKS 1 4'-0" T-0" 13/4" H.M. H.M. TYPE 2 12/A601 ll/A601 10/A601 - 4.0 , - ;. 109; CUTTING R, r , .:TP ;2/ -( : - 109A CUTTING ROOM y 1 3'-0" T-0" 13/4" FIBERGLASS H.M. TYPE 1 9/A601 8/A601 7/A601 - 5.0 - 11 DOR. 1 - n T 0, n. x.3/4 wCCQD M.M.'C�PE- . <;• ;.• i/A6t11,0'> . - .; ; . 111 MECHANICAL 1 3'-0" T-0" 13/4" H.M. H.M. TYPE 1 12/A601 ll/A601 10/A601 - 3.0 - 113 MEN 1 ` . 3'-0" 7'41 " 13/4" ' SOLID' ltt/0013 H.M. TYPE 1 6 A Ol 6 5/A601 r . 113A MEN 1 3'-0" 7'-0" 13/4" WOOD H.M. TYPE 1 4/A601 3/A601 - - 7.0 LOUVERED DOOR 11�'. ; . WOMEN <, . . 1 :: 3,On T-0" _':" . 1.•.3 4" ; : SOLID:.. • D'- (�► N M. TYPE 1 _ 6/A601 5/A6(Il ', 114A WOMEN 1 T-0" 7'-0" 13/4" WOOD H.M. TYPE 1 4/A601 3/A601 - - 7.0 LOUVERED DOOR 114 AMEN 1 ,. n n• � w Oo D M� TYPE'x .. =`M ~ ; 4/A617 0 . , 't LOLruEID R ' 115 DELETED 116. PATIO TO DINING 1 ,_ �� ,: - 3 0 ._, n = 7 10 �. 1 3/4 , ALUM ; ALt1M : SIM 6A613 ' 7/A13- 8/A613 - 1.0 ALUM STOREFRONT ENTRY D001 119 ENTRY TO DINING 1 3'-0"7'-10" 13/4" ALUM ALUM SIM 2/A613 9/A613 SIM 4/A613 - 1.0 ALUM STOREFRONT ENTRY DOOR 120 D LETED 1 121 DELETED 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 DETAIL 6 SCALE: 112" = 1'-0" L. 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" Jr)JAMB DETAIL SCALE: 1 1/2" = 1'-0" 47/81 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 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" JAMB D ETAI L nown 3 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" 2 HEAD 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 L 5 7/8" j)jAMB D ETAI L nown SCALE: 1 1/2" = 1'-0" PERMIT SET N �L O LL DESIGN/COOP ERATI V ELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX /90 - ( 4) 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 ... t DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 DOOR SCHEDULE AND DETAILS A601 U J J Lu w 0- 0 O 0 z w 0 LL O z 0 w CL z w Cn W a w Lu F- D O Q a z oC O Lu J O z Lu V a w oC w 00 W w w z J J 2 N H O z J w F- 9 w CL O O U z C7 Lu 0 LL O w a a Lu 2 H z Q Lu U oc w LL O I— z Lu oc z P-4 z Q V) z 0 U 1-42 0 50 OPP 11 '� A612 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 O SIX (6) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED io 5 d' A612 0 00 0 b 9 A613 3'-4" 4 A613 II I I I II 11 I I. II Ii I I II II II II II II II II II II II II II II I I II II II i( LANDSCAPING 9 A612 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED CONCRETE CURB l T� OPP 6 A6 3 A613 HAND / 3 9 A612 DATE: \ A613 SIM 1 VE REVISIONS 2 SIM A613 \ PROJECT NO: 16111 4 A612 O SIX (6) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED io 5 d' A612 0 00 0 b 9 A613 3'-4" 4 A613 0 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 00 v� 0 60 Fh 6'-8" O ALUMINUM STOREFRONT FRAMING W/ I" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED II I I I II 11 I I. II Ii I I II II II II II II II II II II II II II II I I II II II i( LANDSCAPING 9 A612 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED CONCRETE CURB T� OPP 6 A6 3 A613 HAND / 3 9 A612 DATE: \ A613 SIM 1 VE REVISIONS 2 SIM A613 \ PROJECT NO: 16111 0 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 00 v� 0 60 Fh 6'-8" O ALUMINUM STOREFRONT FRAMING W/ I" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 01 10'-6" .611 10'-6" SIM 3 A612 II I I I II 11 I I. II Ii I I II II II II II II II II II II II II II II I I II II II i( LANDSCAPING 9 A612 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED CONCRETE CURB INTERIOR DESIGN 6 A6 3 A613 2 A613 / 9 A612 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 CONCRETE CURB 11 A612 01 10'-6" .611 10'-6" SIM 3 A612 7 (B) A612 1 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEI�R LOW E GLASS FRAME COLOR: BLACK ANODIZED 4 A612 O EIGHT (8) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 0 0o 7 A613 7'-4" 01 8 A613 II I I I II 11 I I. II Ii I I II II II II II II II II II II II II II II I I II II II i( LANDSCAPING 9 A612 STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED CONCRETE CURB INTERIOR DESIGN 6 A6 3 A613 2 A613 / 7 (B) A612 1 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEI�R LOW E GLASS FRAME COLOR: BLACK ANODIZED 4 A612 O EIGHT (8) PANEL ALUMINUM FRAMED FOLD -OUT WALL PANELS 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 0 0o 7 A613 7'-4" 01 8 A613 J JO ALUMINUM STOREFRONT FRAMING W/ I" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 10'-0" 2'-0" 6'-0" 2'-0" 4 SIM A613 II II II II II II II II II II I I II II II i( LANDSCAPING 1 A613 5 INTERIOR DESIGN 6 A6 3 A613 2 A613 / J JO ALUMINUM STOREFRONT FRAMING W/ I" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 10'-0" 2'-0" 6'-0" 2'-0" 4 SIM A613 J J ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 27'-0" 01 13'-3" 6" 13'-3" SIM 3 A612 II II II II II II II II II II I I II II II i( LANDSCAPING 1 A613 TBD INTERIOR DESIGN DESIGN COOPERATIVE STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 2 A613 / J J ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED 27'-0" 01 13'-3" 6" 13'-3" SIM 3 A612 7 O A612 1 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED Cu L_ _O LL. U In Cu N m U C Cu Q DESIGN/COOP E 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 II II II II II II II II II II I I II II II i( LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE STEEL COLUMN WRAPPED W/ ALUM BREAK METAL - BLACK ANODIZED 9 A612 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 CONCRETE CURB 7 O A612 1 ALUMINUM STOREFRONT FRAMING W/ 1" INSULATING CLEAR LOW E GLASS FRAME COLOR: BLACK ANODIZED Cu L_ _O LL. U In Cu N m U C Cu Q DESIGN/COOP E 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 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 WINDOW ELEVATIONS SCALE: 3/8" = 1'-0" PERMIT SET WINDOW ELEVATIONS � A6'- U J J W 9 w CL O U z C9 ,-., Lu 0 U- 0 O z O H o�C Lu CL Z Lu Lu CC a w w ceQ d Z C O w J 2 Z ►-, 0 w U D a Lu Ce w m cC Lu Z J J Q 2 N N z Q J w > F— W INTERIOR Fj a O INTERIOR Fi U SHIM SPACE z C7 Ln Lu 0 LL O ceLu a O oC a Lu F- Z Q w U C Lu V) LL O Z w C Z Z V H lulZ 0 I— WRAP ALUM WOOD BLOC[—..— ��,�._....,....��.. 12 DELETED 2'-6" 4" 4 3/8" 75/811 1'-211 JAMB DETAIL (:4) SCALE: 1 1/2" = 1'- " FACE OF STEEL COI FACE OF CONC CUP 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 N 1" INSULATED GLASS LINE OF CMU - BELOW FRAME OF ALUM FOLDING WINDOW SYSTEM CONT BACKER ROD & SEALANT 2x6 PT WOOD BLOCKING DELETED 10 --- 15/81, CONCRETE CURB POURED OVER SLAB - SEE STRUCTURAL FOR REINFORCEMENT SHIM SPACE INTERIOR FACE OF STEEL COLUMN TO ALIGN WITH INTERIOR FACE OF CMU I" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME MULLION DETAIL 9 SCALE: ]L 2" 1 = 1'-0" / $ DELETED FLUID APPLIED AIR & WEATHER BARRIER ON CONC HEADER — LIQUID APPLIED WATERPROOF MEMBRANE DRIP SCREED — CONT BACKER ROD & SEALANT EACH SIDE CONT SILICON BEAUTY BEAD — LIQUID APPLIED WATERPROOF MEMBRANE 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 RETURN STUCCO AT JAMB - BEYOND — RECESSED TRACK — HEAD DETAIL 6 - SCALE: 1 1/2" = 1'-0" 4 3/8" JAMB D ETAI L 5 SCALE: 1 1/2" = V-011 2'-6" V-2" \ I 5" 75/8" 4 3/8" SILL DETAIL 4 SCALE: 1 1/2" =1 '-0" 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 CAULK JOINT SHIM SPACE I" INSULATED GLASS FRAME OF ALUM FOLDING WINDOW SYSTEM BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC CORNER BEAD ]-MOLD CAULK JOINT SHIM SPACE FRAME OF ALUM FOLDING WINDOW SYSTEM 1" INSULATED GLASS 1" INSULATED GLASS -1/2" PT PLYWOOD BETWEEN 2 LAYERS OF 3/4" PT PLYWOOD - PAINT UNDERSIDE, P-3 -TILE - SEE FINISH SCHEDULE ' -SCHLUTER RS 100 AE 39 TOP OF STUD PERLICK DRINK RAIL SHIM AS REQUIRED BATT INSULATION 3 5/8" LT GA METAL STUDS @ 16" OC FRP ON 5/8" MOISTURE & MOLD RESISTANT GYP BD NOTE: SEE DETAIL 12/A612 FOR WALL AT FOOTING FLUID APPLI WEATHER B SEE STRUC7 FOR HEADEI LIQUID APPI WATERPRO( DRIP SCREEI CONT BACKE ROD & SEAL EACH SIDE CONT SILIC( BEAUTY BEA LIQUID APPL WATERPROC MEMBRANE 4 3/8" HEAD DETAIL 3 SCALE: 1 1/2" = 1'-0" 14 • CONT BACKER ROD & SEALANT EACH SIDE — CONT SILICON BEAUTY BEAD LIQUID APPLIED WATERPROOF MEMBRANE EDGE OF SILL PLAN FLASHING 43/8" JAMB DETAIL 2 -- SCALE: 1 1/2" = 1'-0" RETURN STUCCO AT JAMB RETURN STUCCO AT JAMB END DAMNS EACH SIDE 1" INSULATED GLASS & SEALANT EXTEND SILL PAN 1 1/2" OVER STUCCO, ADHERED TO FINISH COAT W/ CONT SCHLUTER "RS 4"x 4" STEEL 8" CMU - BEYOND SAW CUT i L INVERTED U -BLOCK - - 2"x 4 1/2"ALUMINUM FRAME 100 AE 57" LIQUID APPLIED WATERPROOF MEMBRANE COLUMN - ALIGN OUTSIDE FACES OF EXTEND SILL PAN 1 1/2" OVER CONC, ADHERED TO CONC W/ r T— - LIQUID APPLIED WATERPROOF MEMBRANE 3'-6 1/2" COLUMN W/ TOP OF BAR OUTSIDE FACES OF CONT BED OF ADHESIVE SEALANT CONCRETE CURB POURED BRICK `" OVER SLAB - SEE STRUCTURAL LED TAPE LIGHT N, " I FOR REINFORCEMENT BAR TOP - CONC SILICON SEALANT - n : • " • a i . - ' • - SELF -ADHERED e i° 'j •i �: • _ : ; ' WATERPROOF MEMBRANE VV - . ` •�-4 ` ` 3 -PART STUCCO SYSTEM - !! h 3`1/8" . 4 7/8„ ..: _.:.. .,t ., ; :_ • FLUID APPLIED AIR & I-- - . •': WEATHER BARRIER ON LIQUID APPLIED 8...'a ;` , • 8" NOMINAL CMU WATERPROOFING MEMBRANE —F .� 4 SILL DETAIL l \ 7 SCALE: 1. 1/2" _ 1' / 7 _ /` .. .. .. .. HEAD DETAIL 6 - SCALE: 1 1/2" = 1'-0" 4 3/8" JAMB D ETAI L 5 SCALE: 1 1/2" = V-011 2'-6" V-2" \ I 5" 75/8" 4 3/8" SILL DETAIL 4 SCALE: 1 1/2" =1 '-0" 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 CAULK JOINT SHIM SPACE I" INSULATED GLASS FRAME OF ALUM FOLDING WINDOW SYSTEM BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC CORNER BEAD ]-MOLD CAULK JOINT SHIM SPACE FRAME OF ALUM FOLDING WINDOW SYSTEM 1" INSULATED GLASS 1" INSULATED GLASS -1/2" PT PLYWOOD BETWEEN 2 LAYERS OF 3/4" PT PLYWOOD - PAINT UNDERSIDE, P-3 -TILE - SEE FINISH SCHEDULE ' -SCHLUTER RS 100 AE 39 TOP OF STUD PERLICK DRINK RAIL SHIM AS REQUIRED BATT INSULATION 3 5/8" LT GA METAL STUDS @ 16" OC FRP ON 5/8" MOISTURE & MOLD RESISTANT GYP BD NOTE: SEE DETAIL 12/A612 FOR WALL AT FOOTING FLUID APPLI WEATHER B SEE STRUC7 FOR HEADEI LIQUID APPI WATERPRO( DRIP SCREEI CONT BACKE ROD & SEAL EACH SIDE CONT SILIC( BEAUTY BEA LIQUID APPL WATERPROC MEMBRANE 4 3/8" HEAD DETAIL 3 SCALE: 1 1/2" = 1'-0" 14 • CONT BACKER ROD & SEALANT EACH SIDE — CONT SILICON BEAUTY BEAD LIQUID APPLIED WATERPROOF MEMBRANE EDGE OF SILL PLAN FLASHING 43/8" JAMB DETAIL 2 -- SCALE: 1 1/2" = 1'-0" RETURN STUCCO AT JAMB END DAMNS EACH SIDE BACKER ROD & SEALANT EXTEND SILL PAN 1 1/2" OVER STUCCO, ADHERED TO FINISH COAT W/ CONT BED OF ADHESIVE SEALANT SAW CUT INVERTED U -BLOCK - - LIQUID APPLIED WATERPROOF MEMBRANE 3 -PART STUCCO SYSTEM FLUID APPLIED AIR & WEATHER BARRIER ON 8" CMU 4 1/2" 7 5/8" 43/811 SILL DETAIL 1 SCALE: 1 1/2" = 1'-0" BATT INSULATION 5/8" MOISTURE &MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC LT GA CLIP ANGLE CORNER BEAD J -MOLD CAULK JOINT SHIM SPACE 1" INSULATED GLASS 2"X 4 1/2"ALUMINUM FRAME BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC CORNER BEAD J -MOLD CAULK JOINT SHIM SPACE 2"X 4 1/2"ALUMINUM FRAME 1" INSULATED GLASS 1" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE SHIM SPACE CAULK JOINT Ix WOOD SILL - STAIN, STN -2 CAULK ]-MOLD BATT INSULATION 5/8" MOISTURE & MOLD RESISTANT GYP BD 3 5/8" LT GA METAL STUDS @ 16" OC PERMIT SET Cu -0 .i= _0 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dr-oop.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 TA DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16141 WINDOW DETAILS A612 J J Lu W a O U Z L7 to w 0 U- 0 O z O H Ce w a z w L Lu a w Lu H 2 F- a z oC O w J O 2 z 0 Lu U 0 O oC a Lu w Lu m w LuW z J J Q U 0 Z Q J J Lu w a O O U z C7 w 0 U- 0 O bew a O a Lu I_ 0 z Q Lu V- C w V) U- 0 O z Lu rr� V/ Z Z a H 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 j WALL PANELS METAL J -CHANNEL i CONT BACKER ROD & SEALANT EACH SIDE LIQUID APPLIED WATERPROOF MEMBRANE 2"x 4 1/2" ALUM STOREFRONT FRAMING JAMB DETAIL SCALE: 1 1/2" = 1'-0" SOUND ATTENUATION BATT INSULATION 6" LT GA METAL STUDS @ 16" OC STEEL COLUMN - SEE STRUCTURAL 3 5/8" LT GA METAL STUDS @ 16" OC VERTICAL METAL WALL PANELS BATT INSULATION 5/8" PLYWOOD 8" NOMINAL CMU METAL J -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 j WEATHER BARR PLYWOOD SHEA VERTICAL CORR METAL PANELS LAP SELF-ADHEF WATERPROOF M OVER METAL BA METAL BASE TRI RETURN STUCCC 2"x 4 1/2"ALUMII 7 5/8" )HEAD DETAIL -SCALE: 1 1/2" = 1'-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 3 -MOLD CAULK JOINT SHIM SPACE LIQUID APPLIED WATERPROOF MEMBRANE 1" INSULATED GLASS - Z 3 5/8" LT GA METAL - 3 -PART STUCCO SYSTEM STUDS @ 16" OC FLUID APPLIED AIR & BATT INSULATION WEATHER BARRIER ON 8" CMU •E' '� ' �' 5/8" MOISTURE &MOLD • RESISTANT GYP BD LIQUID APPLIED ' WATERPROOF MEMBRANE e 6" LT GA METAL STUDS 5/8" EXTERIOR SHEATHING a 2x8 WOOD BUCK CUT TO 6" FILL JOINT BETWEEN BRICK CORNER BEAD AND EXTERIOR SHEATHING W/ SILICON SEALANT J -MOLD BEAUTY BEAD CAULK JOINT 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" = 1'-0" RETURN STUCCO AT JAMB ALUM THRESHOLD OVER CONT BED OF SEALANT – I" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE FLOORING AS SCHEDULED 1" INSULATED GLASS RETURN BRICK AT JAMB --- 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED CONT BACKER ROD & WATERPROOF MEMBRANE SEALANT EACH SIDE �— 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 CONT BACKER ROD & SEALANT EACH SIDE - 4 3/8" T__� 1/4 HEAD DETAIL 4SCALE: 112" 1'-0" )- 4 3/8" JAMB DETAIL 3 SCALE: 1 1/2" = 1'-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 ]-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 I" INSULATED GLASS 2"x 4 1/2"ALUMINUM FRAME LIQUID APPLIED WATERPROOF MEMBRANE FLOORING AS SCHEDULED SILL DETAIL 1 - SCALE: 1 1/2" = 1' -0" - PERMIT SET 'v 0 0 L.L. 0 Cu N m 0 cns= 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: WINDOW DETAILS A613 • �'{�If � �'� � -} • • e. i.,.. r. •� : �• e. - f !Pin-� �� I i� .• . ..' e' . ` -' I :• iI [ I I � i •moi � - l i f �3 � I i •. � • . .. a •�� • j i �I � i1 t !I_ I 711 1 SILL DETAIL 1 - SCALE: 1 1/2" = 1' -0" - PERMIT SET 'v 0 0 L.L. 0 Cu N m 0 cns= 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: WINDOW DETAILS A613 V J J LIS w a O V Z C7 (n w 0 U- 0 Z O Lu CL Z Lu (n (n w w CL w Lu m F- I— O 2 H a Z Ce O w J O 2 Z w U D O w n Lu oC w m w Lu Z J J Cn 0 Z Q U J w' w CL O u Z (D R V) Lu 0 U- 0 Ce III a O oc a w (n a Z a Lu U Ce Lu V) LL O Z Lu D oL Z z Q 4 0 Z C 0 FINISH LEGEND ACOUSTICAL CEILING TILE ACT -1 ARMSTRONG SERIES: ULTIMA HEALTH ZONE WORLD INDUSTRIES COLOR: WHITE SIZE: 2'X 2' GRID: 15/16" PRELUDE GRID COLOR: WHITE FINISH SCHEDULE ACT -2 ARMSTRONG SERIES: ULTIMA HEALTH ZONE IN CUSTOM RF -1 ALLIED INDUSTRIES WORLD INDUSTRIES COLOR: BLACK INTERNATIONAL, INC. SIZE: 2'X 2' AND PROJECT MANUAL FOR COATING REQUIREMENTS, ETC. SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. GRID: 15/16" PRELUDE SHEET SIZE: 60"X 96" GRID COLOR: BLACK APPROVAL. CARPET CPT -1 SHAW CONTRACT SERIES: WELCOME 11; 60745; STEPPIN OUT GROUP COLOR: BLACK CHOCOLATE; 31751 SIZE: 12 FOOT (BROADLOOM) INSTALLATION PATTERN: REFER TO SHEET A702 NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS 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. WB -2 WC -1/T-1 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. RF -1 T-3 CERAMIC TECHNICS SERIES: 41ZERO42; SYNON & ANTON FRP-2 FINISH: NAVAJO BLACK; MATTE COLOR: SW 7674 PEPPERCORN SIZE: 32" X 32" FINISH: FLAT INSTALLATION PATTERN: STACKED NOTE: USE EPDXY PAINT IN WET LOCATIONS GROUT: MAPEI #47 -CHARCOAL RF -1 JOINT: 1/8" SHERWIN WILLIAMS NOTE: CONTRACTOR TO INSTALL WATER PROOFING PLM -1 WILSONART LAMINATE MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. FINISH: FLAT NOTE: USE EPDXY PAINT IN WET LOCATIONS NOTE: EPDXY GROUT ONLY. T-4 FLORIDA TILE SERIES: AVENTIS THINNER STYLE: CHALKBOARD; GRAPHITE NEBULA 4623 FINISH: VELVET FTIAT 2539X118 FINISH: PREMIUM LAMINATE; 38 FINE VELVET TEXTURE SIZE: 4'-0" X 8'-0" SIZE: 39XI 18X3.5mmTH ICK RF -1 GROUT: SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL WC -2 MARIMEKKO JOINT: 1/8"MAX RF -1 NOTE: CONTRACTOR TO INSTALL WATER PROOFING MEMBRANE BEHIND TILE IN WET LOCATIONS ONLY. DISH WASH NOTE: EPDXY GROUT ONLY. ACT -1 FINISH SCHEDULE RESILIENT FLOORING WOOD RF -1 ALLIED INDUSTRIES SERIES: ECO -GRIP SLIP RESISTANT SAFETY FLOORING INTERNATIONAL, INC. FINISH: PEWTER AND PROJECT MANUAL FOR COATING REQUIREMENTS, ETC. SIZE: VARIES, REFER TO DRAWINGS FOR SIZE LOCATIONS. SHEET SIZE: 60"X 96" MTL-3 APPROVAL. THICKNESS: 1/4" .Bas STAIN STN -1 BENJAMIN MOORE NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. :. w. F"' FINISH: MATTE; WHITE Flit » FIn NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. STAINED CONCRETE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN SC -1 SC -1 SCOFFIELD NOTE: REFER TO PROJECT MANUAL. STN -3 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN WB -2 WC -1/T-1 FINISH: MATTE; BLACK NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. PAINT WALL PROTECTION STN -4 P-1 SHERWIN WILLIAMS COLOR: SW 7008 ALABASTER STN-1/STN-2 RF -1 FINISH: FLAT RF -1 NOTE: USE EPDXY PAINT IN WET LOCATIONS COLOR: DEEP NOCTURNE FRP-2 P-2 SHERWIN WILLIAMS COLOR: SW 7674 PEPPERCORN CEILING. FINISH: FLAT COLOR: DESIGNER WHITE SIZE: 3/4" THICK NOTE: USE EPDXY PAINT IN WET LOCATIONS EDGE: EASED EDGE RF -1 P-3 SHERWIN WILLIAMS COLOR: SW 6258 TRICORN BLACK PLM -1 WILSONART LAMINATE FINISH: SOLICOR (PRODUCT TYPE 160); BLACK 1595 FINISH: 60 MATTE FINISH FINISH: FLAT NOTE: USE EPDXY PAINT IN WET LOCATIONS SIZE: 4'-0" X 8'-0" WALL COVERING WC -1 MDC WALL SERIES: ZINTRA ACOUSTICAL PANEL STYLE: CHALKBOARD; GRAPHITE NEBULA 4623 FINISH: SILVER FINISH: PREMIUM LAMINATE; 38 FINE VELVET TEXTURE SIZE: 4'-0" X 8'-0" ROLL SIZE: 11 YARDS X 4'-0" X 1/8" RF -1 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. WC -2 MARIMEKKO SERIES: MARIMEKKO ESSENTIAL; 11TAVILLA RF -1 FINISH: BLACK AND WHITE; 14106 ROLL SIZE: 0.7m X 10.05m X 0.72m DISH WASH NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. ACT -1 PROVIDE AND INSTALL REQUIRED ACCESSORIES. WC -3 LOWES SERIES: EVERLAST SPORT/PET 15 -FT WIDE FESCUE FRP-2 MARLITE CUT -TO -LENGTH ARTIFICIAL GRASS; #EVPET6015CTL FRP-1 PILE HEIGHT: 1 INCH FRP-1 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. 106 NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS AND PROVIDE AND INSTALL REQUIRED ACCESSORIES. WALL BASE ACT -1 WBA JOHNSONITE SERIES: TRADITIONAL_ 2.5" WALL BASE MTL-1 BASIS OF DESIGN FINISH: SUBMIT TO ARCHITECT FOR APPROVAL SIZE: 2.5" HIGH WBA NOTE: CONTRACTOR SHALL PROVIDE OUTSIDE CORNER WBA UNITS AT ALL OUTSIDE CORNER CONDITIONS. 107 WB -2 SCHLUTER SERIES: DILEX-AHKA 1S -TEXTURED COLOR -COATED _ ALUMINUM (TS) _ FINISH: TSI - IVORY NOTE: CONTRACTOR TO COORDINATE SIZE WITH TILE. NOTE: REFER TO DETAIL 8/A702. WB -3 SCHLUTER SERIES: DILEX-AHKA 1S -TEXTURED COLOR -COATED ALUMINUM (TS) FINISH: TSDA - DARK ANTHROCITE NOTE: CONTRACTOR TO COORDINATE SIZE WITH TILE. NOTE: REFER TO DETAIL 8/A702 RACKS RF -1 WB -4 BASIS OF DESIGIN SPECIES: POPLAR FINISH: PAINT TO MATCH WALL COLOR AND FINISH SIZE: 1X6 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. NOTE: SUBMIT SAMPLE TO ARCHITECT FOR FINAL MTL-3 APPROVAL. F n .Bas STAIN STN -1 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN :. w. F"' FINISH: MATTE; WHITE Flit » FIn NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. STN -2 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN SC -1 FINISH: MATTE; CORDOVAN BROWN WB -2 NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. STN -3 BENJAMIN MOORE SERIES: ARBORCOAT SEMI -TRANSPARENT EXTERIOR STAIN WB -2 WC -1/T-1 FINISH: MATTE; BLACK NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. WC-1/T-1/MTL-4 WALL PROTECTION STN -4 BASIS OF DESIGN FINISH: DULL GLOSS CONVERSION VARNISH NOTE: PROVIDE MOCK UP FOR OWNER APPROVAL. STN-1/STN-2 RF -1 SOLID SURFACE RF -1 SS -1 CORIAN COLOR: DEEP NOCTURNE FRP-2 SIZE: 3/4" THICK EDGE: EASED EDGE FRP-2 CEILING. SS -2 CORIAN COLOR: DESIGNER WHITE SIZE: 3/4" THICK RF -1 EDGE: EASED EDGE RF -1 T -1/P-2 PLASTIC LAMINATE - PLM -1 WILSONART LAMINATE FINISH: SOLICOR (PRODUCT TYPE 160); BLACK 1595 FINISH: 60 MATTE FINISH RF -1 SIZE: 4'-0" X 8'-0" 104 PLM -2 WILSONART STYLE: CHALKBOARD; GRAPHITE NEBULA 4623 LAMINATE FINISH: PREMIUM LAMINATE; 38 FINE VELVET TEXTURE SIZE: 4'-0" X 8'-0" FRP-1 RF -1 FIBERGLASS REINFORCED PLASTIC FRP-1 MARLITE SERIES: STANDARD FRP RF -1 FINISH: SMOOTH; S 10OG WHITE SIZE: 4'X8'X3/32" DISH WASH NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS AND ACT -1 PROVIDE AND INSTALL REQUIRED ACCESSORIES. FRP-1 RF -1 FRP-2 MARLITE SERIES: STANDARD FRP FRP-1 FINISH: SMOOTH; S 807N SMOOTH BLACK FRP-1 SIZE: 4'X8'X3/32" 106 NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS AND PROVIDE AND INSTALL REQUIRED ACCESSORIES. SC -1 ACT -1 METAL P-1 MTL-1 BASIS OF DESIGN TYPE: 304 STAINLESS STEEL WBA FINISH: BRUSHED WBA EDGE`. EASED EDGE 107 FINISH SCHEDULE ECO -RELICS TYPE: WEATHERED CORREGATED ALUMINUM SIDING COATING: CLEAR COAT COLOR: VARIES MTL-3 .: ,. F n .Bas . ,,, �. ._.. ( .. fin B v :. w. F"' , Bass Flit » FIn s.. n 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-1/T-1/MTL-4 WALL PROTECTION 102 BAR RF -1 STN-1/STN-2 RF -1 FRP-2 RF -1 FRP-2 RF -1 FRP-2 RF -1 FRP-2 CEILING. 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-2 104 KITCHEN RF -1 ACT -1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 RF -1 FRP-1 105 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 - - 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 W13-4 P-2 WB -4 P-2 I 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 RF -1 FRP-1 RFA FRP-1 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 MTL-4 BASIS OF DESIGN TYPE: BREAK METAL COLOR+COATING: MATCH DOOR TRIM WALL PROTECTION 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. SPECIFIED FLOOR FINISH CG -2 SCHLUTER STYLE: QUADEC FINISH: MATCH TILE, SUBMIT TO ARCHITECT FOR SUBSTRATE FINAL APPROVAL. CG -3 INPROCORP STYLE: TYPE 304, ST. STL. SCREW ON SURFACE MOUNTED CORNER GUARD SIZE: 1-1/2" WINGS X 8'-0" TILE BASE DETAIL SCALE: N.T.S. SPECIFIED TILE SCHLUTER; QUADEC; CORNER TRIM (CG -2) SPECIFIED TILE DRYWALL TAPE AND JOINT COMPOUND FRYREGLET; CORNER TRIM (CG -1) �JBSTRATE CORNERGUARD DTL. DRYWALL TAPE AND JOINT COMPOUND CO RN E RG UARD DTL, SCALE: 6" = P-0" JOHNSONITE WHEELED TRAFFIC TRANSITION; CTA -XX -J RESILIENT FLOORING, AS SPECIFIED SEALED CONCRETE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = 1'-0" SEALED CONCRETE, AS SPECIFIED JOHNSONITE; SLIM LINE TRANSITION; SLT-XX-L CARPET TILE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = V-0" PERMIT SET LL U a -a 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 DATE: 8.18.2017 PROJECT NO: 16111 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A701 " ' SUBSTRATE . SPECIFIED TILE SCHLUTER-DILEX-AHKA SPECIFIED FLOOR FINISH SUBSTRATE TILE BASE DETAIL SCALE: N.T.S. SPECIFIED TILE SCHLUTER; QUADEC; CORNER TRIM (CG -2) SPECIFIED TILE DRYWALL TAPE AND JOINT COMPOUND FRYREGLET; CORNER TRIM (CG -1) �JBSTRATE CORNERGUARD DTL. DRYWALL TAPE AND JOINT COMPOUND CO RN E RG UARD DTL, SCALE: 6" = P-0" JOHNSONITE WHEELED TRAFFIC TRANSITION; CTA -XX -J RESILIENT FLOORING, AS SPECIFIED SEALED CONCRETE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = 1'-0" SEALED CONCRETE, AS SPECIFIED JOHNSONITE; SLIM LINE TRANSITION; SLT-XX-L CARPET TILE, AS SPECIFIED TRANSITION DETAIL SCALE: 6" = V-0" PERMIT SET LL U a -a 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 DATE: 8.18.2017 PROJECT NO: 16111 INTERIOR FINISH LEGEND, SCHEDULE, AND DETAILS A701 J J W W d O U z W 0 u- 0 z O V) W 4. z W (Y W QY CL w W i— O LY Q LZ z Ce O w J O z 0 W U 0 0 a Lu Ce Lu m cC w w z J J Q N F-- 0 z Q V J J W w a O O z cn w 0 LL O Cew a O cc n. w S I— 0 z Q w U be III In u- 0 O z Lu Le z H z z 1-40 I— 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. S. 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 EXTENT OF FINISH = FLOOR FINISH TRANSITION DETAIL DESIGNATION = *REFER TO DETAILS ON SHEET A712. CORNER GUARD = FINISH DIRECTION = FINISH PLAN KEY NOTES 01 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. OUTHOUSE 120 r - SC -1 C 7 FINISH DISTRIBUTION PLAN 4V SCALE: 3 16" = 1'-0" Z L n FINISH DISTRIBUTION PLAN ?'I!V 1 SCALE: 3/16" = 1'-0" z PERMIT SET m t U CuCn v 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 #FUER-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC i� Q DATE: 8.18.2017 PROJECT NO: 16111 FINISH DISTRIBUTION PLAN A702 EFFECTIVE AREA, SF GENERAL NOTES EPDXY NOTES 7.0 PSF U- 7. DIMENSION LUMBER 24.4 -26.6 STEEL GENERAL NOTES TRUSS NOTES -28.8 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 1. STRUCTURAL STEEL: LIVE LOAD: 10.0 PSF 21.6 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY LIVE LOAD -STORAGE: 1. TRUSS DESIGN BY OTHERS. SEE COVER SHEET FOR TRUSS DESIGN SPECIFICATIONS. a 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 O RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 1.0 1.2. CHANNELS, ANGLES, PLATES, RODS, AND BARS - A36, FY = 36 KSI 2. TRUSS PLACEMENT PLANS HEREIN ARE TO BE USED AS A GUIDELINE. FINAL PLACEMENT TO BE FLOOR: 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 PROVIDED BY TRUSS DESIGNER AND APPROVED BY EOR. 40.0 PSF 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 10.0 PSF 9. COMMENCING CONSTRUCTION. DECK LIVE LOAD: 50.0 PSF 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS FOUND WITHIN. SEE COMPLETED HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 2. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM A36 OR A307. TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND V 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR 10. STEEL TUBE ASTM A500, GRADE B, Fy=46 KSI BEARINGS. J THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 3. DESIGN, FABRICATION AND ERECTION: AISC MANUAL OF STEEL CONSTRUCTION ASD. ' uJ OTHERWISE ON THE PLANS. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 4. BEAM SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE 4. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW --+ 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE ACCORDANCE WITH APPLICABLE SAFETY LAWS. DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONS BY ARCHITECT / ENGINEER PRIOR TO CONSTRUCTION. Lu 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 DETERMINED BY USING THE ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH 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 TRUSSES TO SET TRUSSES. O DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED SPECIFIED. CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUGTIGHT u 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. Z 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH wC7 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 Q WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS OTHERWISE: o CONCRETE NOTES LAITANCE, DUST, DIRT, AND OIL. MEMBER THICKNESS (INCHES) WELD SIZE (INCHES) 3/16 3/16 Z Q 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 1/4 3/16 5/16 3/16 Z v� EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 3/8 1/4 WELDED STUDS ASTM A108. cn EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY (RELATED WORK REQUIRED IN THIS 7/16 1/4 re PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE 1/2 a9/16 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO5/16 3/8 CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1/2" INCHES FOR DO THE WORK. 5/8 7/16 ui FOUNDATIONS, AND 3/" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. ROOF SHEATHING NOTES 6. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF F- 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A FOR ROOF SHEATHING: SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS u_jVAPOR BARRIER AND TERMITE TREATED SOIL. 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. w STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% CONDITIONS, BLOCK PANELS AT 12" O.C. 8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE ua = MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE HOT -DIP GALVANIZED AFTER FABRICATION. 1- FOOTING. MASONRY NOTES 9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN O 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL ACCORDANCE WITH ARCHITECTURAUSTRUCTURAL DETAILS. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING H 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 MASONRY STRUCTURES" 10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL WELDS 3: CONCRETE REINFORCEMENT". (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP DRAWINGS AS PARTIAL OR FULL 1- PENETRATION WELDS. 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 a 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 z STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OF STANDARD PRACTICE AND cle 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 SHALL BE "TREATED AS SUCH. p WHICHEVER IS GREATER. CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT uj __j 5 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR ,SHALL NOT EXCEED 5/$". 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. Yc OF GROUT SHALL BE 3000 PSI MIN. THE 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. Z 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED 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. U 10.3. 11/2" 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. LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, REINFORCING IN CELLS. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. w0 INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE re 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 U-1 CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. m 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN 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 RAFTER AND (4) 8d NAILS INTO THE BEAM/LEDGER. Z 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 STEM WALL MUST BE FILLED. SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM 7. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER ¢ S FRAMING NOTES A82, SPACED AT 16" O.C. VERTICAL MAX. AND (5) 8d NAILS INTO THE SLEEPER. Ln Imo- 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 RfDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 O 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 UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 11. ALL SLEEPERS ARE FASTENED H ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER 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, UNO. SEE PLAN FOR SIZE AND aW 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE REINFORCEMENT. o TREATED. LOAD TABLE COMPONENT AND CLADDING MATERIALS z L7 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ROOF:1. DESIGN PRESSURES CONCRETE (NORMAL WEIGHT 28 DAY COMPRESSIVE STRENGTH) 6 NAILS OR CONNECTORS EXPOS D LIVE LOAD: 20 0 PSF EFFECTIVE AREA, SF E TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 7.0 PSF U- 7. DIMENSION LUMBER 24.4 -26.6 0 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS -28.8 22.9 -25.3 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. LIVE LOAD: 10.0 PSF 21.6 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH LIVE LOAD -STORAGE: 30.0 PSF a SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF DEAD LOAD: 5.0 PSF O RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND IMPORTANCE: 1.0 aa.. LENGTH PER THE DETAILS. FLOOR: Lu 11 LIVE LOAD: 40.0 PSF = � 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED DEAD LOAD: 10.0 PSF 9. 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 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 0 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 WAY/%F WIND LOADS: m" 6. MORTAR, NON LOAD-BEARING MASONRY ASTM C270, TYPE N 8d = 0.131" x 2-1/2" �'��,� Q 10d = 0.148" x 3" WIND SPEED: 130 MPH 7. STRUCTURAL STEEL ASTM A36 U 12d = 0.148" x 3-1/4" EXPOSURE: C E -- 16d = 0.162" x 3-1/2" IMPORTANCE: 1.0 8. HIGH-STRENGTH STRUCTURAL STEEL (W -SHAPES) ASTM A992 Ce BUILDING CATEGORY: 11 uj 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ENCLOSED BUILDING: 9. STEEL PIPE ASTM A53, GRADE B, Fy=35 KSI AND/OR THE FOOTING DETAILS SHEET. INTERIOR PRESSURE p COEFFICIENT: 0.18 10. STEEL TUBE ASTM A500, GRADE B, Fy=46 KSI 1--- 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. ROOF PITCH: 4:12 uJ 11. ANCHOR BOLTS ASTM A36 OR ASTM A307 57 12. HIGH STRENGTH BOLTS ASTM A325 BEARING TYPE, WITH THREADS EXCLUDED FROM SHEAR PLANE z `-' z 13. WELDS AWS SERIES E60 OR E70 H 14. JOISTS E60 OR E70 SERIES. Z 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 F- 0 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 WAY/%F cv: m" _ 59 • 70= �'��,� � BONA•• ►fill ��. ` PROJECT NO: Soso'� V J J W > H W tZ O O U Z C7 W 0 LL O Z O Ln w CL z w r - w CL x w U-1 H E- O H Q 9 z 1-4 tY O Lu J O Z_ Lu V ae 0 - Lu Lu m tY w w z J J Q z Q U J J Lu H w a O O z c� W 0 u- 0 me w a CL W S I -- r --r Z Q W V Ce Lu u- 0 1-- z w tY z z Q V) C7 z Ln ROOF JOIST NET UPLIFT DIAGRAM rc ZONE NET UPLIFT 1 27.7 PSF 2 32.1 PSF 3 42.9 PSF NOTE: 1/3 INCREASE IN ALLOWABLE STRESS IS NOT ALLOWED a=7.2 FT. 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 FU59328 M.E.P. ENGINEERING POWELL & HINKLE ENGINEERING, PA. 904.2645570 I #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 111111111/I/ AYNF No 9328 7u • E OF P• i �� 111111 Lu F 9 w CL O O U Z C� V) w 0 LL O Z O U) w CL Z Lu U) Cn w Cz a- x X w W H I— O Q_ Z ce O W J O Z D w V CL W Q, W m uf Lu W Z J J Q ua F_ Z Q J W QH w CL O Z w IL O ce w a a w E -- V) D Z Q w U Ce w LL O H Z W H Z ►-a z Q Z 2 F-- 84'-0" 30'-0" 53'-0" 1 1.02 8" CMU WALL, #5 REINF. AT 2'-0" s = O.C. SOLID GROUTED. SEE ARCH _ 2 q FOR PLATE HEIGHTS. q S1.1 167'-0" —T-1 r----------------- ---------- ----------------------- I „ 1 0o I I - - - - - - - - - - - - - Ir-------------- ' - ' 2'-8" II " 27'-4" 2'3'-0" I I I Ci - I II _ I I, 20 I j I I N N i 1 II 01140 I 11rr io SEE ARCH. FOR-/ DRAIN LOCATIONS II 8 I I ; ; . S102 TYP 3" I 31r � II HSS 4X4X1/4" i�------------- -------------------- ----- - --- ---------------r ------------- ---- I' �. F2.5 r--- i T i - '"'- ----------------- -- ----------N - 1 -- i F3.8 F2.5 r 18" M L--------------' N I I-------------------------------► — I- -- -- -- — -- 10- f—&—AWN, - — - - - - , ------------------ ---- -1---------------, S1.02 I I 10 2'-6r1 i i oSS 4X4X /4" `-- F3S 4X4X1/4" SS 4X4X1/4' 9 �N 1 1 IN'S1.02 I' _9r f11r i i `D 21'-3" 27•_10" TYLO P S1.02 Ii rr -'f•Y r -_J I 22'-�rr i' 4111 -38 L 1 - _ i --------------------------------------- I I 1 c I 37" �� 1 , , � I 1 1 I 1 31,1 o ' 8 I 5 38"x52" FOOTING WITH #5 BARS AT 12" O.C. EACH WAY. + - SLOPE SEE ARCH. ' 3g" 1 6 S1.02 1'-0" I ccy w , � I 1 1 NOTE: SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF FOOTING DESIGNATIONS. 201-81 3rr 4 167'-84" jnFO.U_NDATION PLAN NOTES: SEE ARCH. FOR SLAB CONCRETE TYPE AND FINISHING. ------------------------------- ------------------------------- 781-C-11 62'-34" CONCRETE RAMP. FIELD DETERMINED. FOOTING SCHEDULE SEE DE AIL 19/S1.03 WIDTH x LENGTH MIN. DEPTH, d F3.0i 13 _ r Amo I 11 I S1.03 <, HSS 4X4X1/4", 13ASE PLATE "A" /14 30"X30" 1'-0" 1 i co �O3 F3.0 Fill' 1 201-81 3rr 4 167'-84" jnFO.U_NDATION PLAN NOTES: SEE ARCH. FOR SLAB CONCRETE TYPE AND FINISHING. ------------------------------- ------------------------------- 781-C-11 62'-34" CONCRETE RAMP. FIELD DETERMINED. FOOTING SCHEDULE MARK WIDTH x LENGTH MIN. DEPTH, d REINFORCEMENT F2.0 24"X24" V-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" V-8" (5) #5 E.W., TOP AND BOTT. I I I I I I I I F2.0 r I L J I HSS 6X6X1/4" 3 I j I I I 1 I I HSS 6X6X1/4" 1 I F2.0 r-� iv I r , I I I I I I 1 I I I I I I 1 I I I I I I I , I I 1 1 ctt 0 - i DUMPSTER FOUNDATION PLAN 1/8" = V-0" 8"x8" THICKENED EDGE WITH (1) #4 CONTINUOUS 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 \NAY/VF Q� ;• SIF/ry �. 93 ; •: ATE O r�W <OR1V PROJECT NO: V J J W W a O O V z L9 Lu a u- 0 O z O oc Lu CL z w w Ce 0- x w Lu _ H H O H o~C Q a z ce O w J O _ z O w V O ce A, Lu Ce Lu m cew Eu z J J _ z Q V J J LIS 9 w CL O O V z U) V) Lu a LL O be III CL O w CL Lu _ I— V) z Q w V re w LL O N z Lu rY H z z z 0 F - 6"x 4" ALL 8"0 TO 6" ADAPTOR ALIGN TO, 6"0 PVC P W/ T/O SL 6"0 PVC P DRAINAGE PERMIT SET LL. U Cu 120 O 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 4 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: WALL SECTIONS A313 V LO w a O V z (7 R w 0 LL z O R oC w a - z z w r- ime r- Cn w Ce. 0- x w H O ae 0<- z z ce O w O z w U D Cie a w Ce Lu m oC w J J 2 cn z U J Lu a 0 z (7 w 0 LL O w a O oc a w H r� z Q w V Ce Lu V) LL O z w oC 17) H z z Q t/) C7 z 0 ASPHALT SHINGLES UNDERLAYMENT — 1/2" PLYWOOD DECK LINE OF CMU 2x10 PT WOOD RAFTER @ 24" OC s 2x12 PT WOOD FRIEZE/LEDGER BACKER ROD & SEALANT CONT METAL 3 -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 UNDERLAYMENT 2 - 2x6 TOP PLATE 10 1/4" 1/2" PLYWOOD DECK —� 2x8 PT WOOD I F RAFTER @ 24" OC `t 2x12 PT WOOD FRIEZE/LEDGER BACKER ROD & SEALANT CONT METAL 3 -CHANNEL I``"` `% ENG WOOD SCISSOR TRUSS CORRUGATE METAL PANELS 2x6 WOOD FRAMED FLUID APPLIED AIR & '"` GABLE END (BEARING WEATHER BARRIER .r - SEE STRUCTURAL) 1/2" PLYWOOD BATT INSULATION SHEATHINGr RAKE TRANSITION DETAIL 4 SCALE: 1 1/2" = 1'-0" 2 - 2x6 TOP PLATE ENG WOOD SCISSOR ASPHALT SHINGLES TRUSS UNDERLAYMENT 4 1/2" PLYWOOD DECK --� 2x8 PT WOOD RAFTER @ 24" OC 2x12 PT WOOD FRIEZE/LEDGER WOOD BEAM - SEE STRUCTURAL BACKER ROD & SEALANT - SELF -ADHERED WATERPROOF MEMBRANE 3 -PART STUCCO SYSTEM - FLUID APPLIED AIR & WEATHER BARRIER 1/2" PLYWOOD SHEATHING RAKE TRANSITIO SCALE: 1 1/2" = 1'-0" ` R-38 FIBERGLASS BATT INSULATION 2X6 WOOD FRAMED GABLE END (BEARING - SEE STRUCTURAL) BATT INSULATION N DETAIL o � U LL O O Lu w U U 6 12 LL � A316 4TYP --- -- - ' 1 V.- BUILT-UP CRICKET W/ MODIFIED BITUMEN ROOF 131-4" T/O CMU 18 GAGE BREAK METAL TO 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 DOUBLE 2x8 RAFTERS BELOW TO TERMINATE AT BOTTOM OF DOUBLE 2x12 RAFTERS ABOVE NOMINAL 8" CMU %ft.. CORRUGATED METAL PANELS SCREWED TO CMU - COLOR PER SPECIFICATIONS 10'-0 3/8" _ B/O CONC TIE BEAM/HEADER BACKER ROD & SEALANT EACH SIDE JALUM STOREFRONT ENTRY SYSTEM NOTE: SEE SECTION 1/A312 FOR APPLICABLE NOTES AND DIMENSIONS 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 IX 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 I I :WALL SECTION SCALE: 3 4" = 1'-0" 1 V-2" 16-7 5/8 _ WORKING POINT 3-2x12 PT WOOD BEAMS 'RV 13'-8 3/4" _ 2x8 PT WOOD CORBELS ATTACHED TO INSIDE FACE OF EACH DOUBLE POSTS AND UNDERSIDE OF DOUBLE RAFTERS 12'-1 7/8"t 10° CUT 3/4" WIDE x 14" LONG GROOVE FOR STEEL PLATE BOLT WOOD COLUMN TO STEEL BRACKET 3/4" STEEL PLATE ^+- -N 0'-1" (U.N.O•) T/0 CONC SEE STRUCTURAL FOR ANCHORING 2 )COLUMN DETAIL SCALE: 3/4" = 1'-0" ^ / 6X6 PT WOODPOSTS WRAPPED BTRIM - STAI 1 0'-1" _ _ qv T/O SLAB AT BASE OF POST BOLT WOOD COL STEEL BRACKET 3/4" STEEL PLATE (U.N.O•) T/O CONC SEE STRUCTURAL ANCHORING L ull COLUMN DETAIL 6 SCALE: 3/4" = 1'-0" 3/4" Cu 'a L- 0 O LL J` U CuIn N m U Cu004-0 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 i' II #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4 "•• ..,...,,. , ...,,,.,.,. it 1 VE REVISIONS 4.20.2018 DOUBLE 2x8 RAFTERS BELOW TO TERMINATE AT BOTTOM OF DOUBLE 2x12 RAFTERS ABOVE NOMINAL 8" CMU %ft.. CORRUGATED METAL PANELS SCREWED TO CMU - COLOR PER SPECIFICATIONS 10'-0 3/8" _ B/O CONC TIE BEAM/HEADER BACKER ROD & SEALANT EACH SIDE JALUM STOREFRONT ENTRY SYSTEM NOTE: SEE SECTION 1/A312 FOR APPLICABLE NOTES AND DIMENSIONS 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 IX 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 I I :WALL SECTION SCALE: 3 4" = 1'-0" 1 V-2" 16-7 5/8 _ WORKING POINT 3-2x12 PT WOOD BEAMS 'RV 13'-8 3/4" _ 2x8 PT WOOD CORBELS ATTACHED TO INSIDE FACE OF EACH DOUBLE POSTS AND UNDERSIDE OF DOUBLE RAFTERS 12'-1 7/8"t 10° CUT 3/4" WIDE x 14" LONG GROOVE FOR STEEL PLATE BOLT WOOD COLUMN TO STEEL BRACKET 3/4" STEEL PLATE ^+- -N 0'-1" (U.N.O•) T/0 CONC SEE STRUCTURAL FOR ANCHORING 2 )COLUMN DETAIL SCALE: 3/4" = 1'-0" ^ / 6X6 PT WOODPOSTS WRAPPED BTRIM - STAI 1 0'-1" _ _ qv T/O SLAB AT BASE OF POST BOLT WOOD COL STEEL BRACKET 3/4" STEEL PLATE (U.N.O•) T/O CONC SEE STRUCTURAL ANCHORING L ull COLUMN DETAIL 6 SCALE: 3/4" = 1'-0" 3/4" Cu 'a L- 0 O LL J` U CuIn N m U Cu004-0 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 #FUEB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC 4 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PERMIT SET I PROJECT NO: 16111 WALL SECTIONS A314 V J J W Q� �G W a O V z w 0 L O z O R W CL z w r - w w CL x w Lu 2 I -- H O H Q a z w O Lu J O z 0 Lu V a W Ce w CQ w Lu z J J Q V) I— 0 z Q V J J W N w a O O V z C7 w 0 u- 0 O w a O a Lu z I- O z Q W V i w I) LL - 0 O z w z z Q rn C7 z H 0 I- 1 DELETED :2) AbFHAL 15 1/2" PLYWI 2x4 PT WD BETWEEN I CONT ALUP EAVE DRIP CONT 2x4 I WOOD FAS 2x8 PT WO, @ 24" OC 2-2x12 PT 1 1X6 T&G P1 ALUM ROOT ASPHALT SI UNDERLAYF PLYWOOD I 2x12 PT WC RAFTERS @ REINF CONC VAPOR BARR -0'-4" T/0 CONC SL 3 3/4" ---- WALL SECTION SCALE: 3/4" = V-011 16'-2" T/O CONC CURB 1X6 T&G PT WOOD SLATS 12'-2_1/2" T/O CONC CURB 3-2x12 PT WOOD BEAM 2x4 PT WOOD SLATS @ 5 1/2" OC VERT 6'-101/4"_ _ 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'-0" T/O CONC CURB PERMIT SET LL U Cu Q DES IG N/COOPE RATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.d000p.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 WALL SECTIONS A315 U J J W > H C1 W CL O O U z 0 W In LL O z O 2 oC w CL z w w ce a x w w O F- nQ. z 1-4 aC O w J O 2 z r� w U SO G a w Ce w m Lu w z J J Q 2 F- z Q J J Lu w a O U z U Cn Lu 0 LL O w a a W F- t!I D z Q W U Ce w V) LL O F - z w 5' Ce z z Q C7 z 0 _ F - � BEARING CONDITION SCALE: 1 1/2" = V-0" 5 DELETED 1 4 DELETED 1 BEARING CONDITION SCALE: 1 1/2" = V-0" � BEARING CONDITION SCALE: 1 1/2" = V-0" 1 3 DELETED PVC ROOFING FLASHING M' CONT SEALA ALUM ROOF) FLASHING - UP WALL 8" ASPHALT SH: UNDERLAYMI 1/2" PLYWO( 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 STU[ O.C. - HOLD FACE i 4 3/8" OFF FACE O BATT INSULATION 1 DELETED 2 ROOF/WALL DETAIL �' SCALE: 1 1/2" = V-0" ��`-J FLUID APPLIED WEATHER & AIR BARRIER 2x PT WOOD NAILER i 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 ro) 2x12 PT WOOD RAFTER 2x12 PT WOOD FRIEZE/LEDGER BACKER ROD & SEALANT 3 -PART STUCCO SYSTEM PAINT, P-1 r PERMIT SET cc 'L O LL U En Cu N m DESIGN/COOP ERATIVELLC 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 ROOF/WALL SECTION AND DETAILS A316 U J J W Z W CL O O U z Q 1-4 V) W 0 U- 0 z O W CL z W W ce- CL w W H E- 2 ce a z cC O LuJ 0 z O W u 0 a W ce W C13 ce W z J J Q V) 0 z Q J J LLP H a 0 z H W 0 U- 0 ceW a a W I-- V) H Z Q W _V ce W U- 0 I - z W H z z Q V) z C1 0 V) 0 -4I - TOILET ACCESSORIES KEY RECESSED MULTI -ROLL TOILET TISSUE DISPENSER - BOBRICK B-3888 O2 -- RECESSED PAPER TOWEL DISPENSER - BOBRICK B-35903 3a- — RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - BOBRICK B-38034 - TRIMUNE SERIES 4a- RECESSED TOILET SEAT COVER DISPENSER - BOBRICK B-3013 L'J AUTOMATIC WALL MOUNTED FOAM SOAP DISPENSER - BOBRICK B-2013 a1 1/4" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE - BOBRICK B-5806 X 36 O7 --1 1/4" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE - BOBRICK B-5806 X 42 8a PARTITION - BOBRICK WALL HUNG 1550 SERIES PHL METROSERIES PARTITION WITH STAINLESS STEEL HARDWARE O9 --- 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 i1 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 ��N�OTELL ACCESSORIES MOUNTED TO MANUFACTURERS RECOMMENDATION UNLESS DIMENSIONED OTHERWISE. RESTROOM ACCESSORIES PLAN SCALE: 3/8" = V-0" '-0" 3'-11/2" 7'-61/2" 2'-6" It V-7" O N [V \ � o 0 � � I \ 7 / 3/ ¢ Q Ln - J 12/A402 N N FD �\ / /'-7" 4'-2.. / c 6/A402 WOMEN N Q I' 114 o V '- 9/� N 21-9" 21-911 0 V-3" 3'-5" 0 d 0 N co Ir148/A4028/A402 MEN _ '^ o }� 113 5 A402 / o cn FD gift- 0 11/ N N co 2/ 'a i 00 OP M I fV fV .--iv v V O N 1'-5" 3'4" 3'-11/2" 2'-6" 2'-1" � V-7" 71-61/2" ENLARDGED RESTROOM PLAN DIMENSIONS SCALE: 3/8" = V-0" PERMIT SET Cu 'L O LL 0 N 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 PROJECT NO: 16111 RESTROOM PLANS AND I ACCESSORIES A401 Lu Q� W a O U z Q cn Lu 0 u- 0 O z O Lu CL z w cn Lu oC xa u Lu F- F- 2 a z C O Lu J z 0 w v 0 a Lu w w m oC w z J J Ln F - h. -1 0 z U Lu > H w a O O z c� W 0 u- 0 w a a Lu F- 0 z Q Lu U Ce w (n O z w DC F- z 1-i z Q V) K, z 0 F - P-2 a, 15 0 114A LOWER DOO 0 WOMEN [114] RESTROOM EL -Lt) SCALE: 3/8" 15 1146 LOUVER DOOR / o d- EVATIO FINISHED CEILING FINISHED FLOOR N nECESSED COVE Al"' LED TAPE LIGHT, REFER TO ELEC. DRAWINGS EXTEND TILE TO UNDERSIDE OF FINISHED CEILIN( ZECESSED MIRROF REFER TO NOTES ALL SCONCE, REFI 0 ELEC. DRAWIN( CUSTOM VANITY, REFER TO DETAIL RESTROOM E SCALE: 3/8" = 1'-0" FINISHED FLOOR LEVATION , RESTROOM EL SCALE: 3/8" = 1'-0" FINISHED CEILING P-2 01 EN T\ / YOND 113A 0 \L_OUV-ER W�UR MEN [113] FINISHED FLOOR JZESTROOM ELEVATION 3/8" = 1,_p�� 11" RESTROOM ELEVATION FINISHED CEILING FINISHED FLOOR EVATI O N "NISHED ''�T"" :ESSED TER TO RESTR L SCOW =LEC. DI RECES., 1CCESS( ..AISHED . _�.... OOM ELEVATION SCALE: 3/8" = 1'-0" RESTROOM ELEVATIO cpCALE: 3/8" = 1'-011 FINISHED CEILING 4LL MOUNTED " FLATSCREEN TV 4LL MOUNTED ,INK RAIL, WD 1X TH WD FRENCH EAT, STN -2 FINISHED FLOOR N SCALE: 3/8" = 1'-0" STROOM ELEVATION WALL MOUNTED 32" FLATSCREEN TV WALL MOUNTED DRINK RAIL, WD 1X WITH WD FRENCH CLEAT, STN -2 nrnrnnrr� utnni... 4" LIGHT COVE f°7 ,I RESTROOM E L 1 SCALE: 3/8" = 1'-0" FINISHED CEILING �L _0 LL WALL SCONCE, REFER TO ELEC. DRAWINGS O (Q N m CnC t'Q Q CUSTOM VANITY, REFER TO DETAIL FINISHED FLOOR EVATI O N r- FINISHED CEILING 1'1 CIV L11JJ RECESSED MIRROR, REFER TO NOTES 12 P-2 T-3 P-2 OPEN TO P-2 BEYOND 7 1 4 7-L— WOMEN [114] VESTIBULE [112] WOMEN [114] RESTROOM ELEVATIO SCALE: 3/8" = 1'-0" MEN [113] RESTROOM FINISHED FLOOR N F-- FINISHED CEILING P-2 7 4 1 O Tud0 FINISHED FLOOR ELEVATION SCALE: 3/8" = 1'-0" FINISHED CEILING RESTROOM ELEVATION NOTE: SEE SHEET A401 FOR TOILET ACCESSORY KEY SCALE: 3/8" = 1'-0" WALL SCONCE, REFER 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 44 DATE: 8.18.2017 PRONO: 16�� AUTOMATIC FAUCET, REFER TO PLUMBING DRAWINGS WALL MOUNTED SINK RESTROOM WITH COORDINATING SHROUD, REFER TO E L E VAT I O N S PLUMBING DRAWINGS AND FINISHED FLOOR ACCESSORIES 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 o � � a d 1'1 CIV L11JJ RECESSED MIRROR, REFER TO NOTES 12 P-2 T-3 P-2 OPEN TO P-2 BEYOND 7 1 4 7-L— WOMEN [114] VESTIBULE [112] WOMEN [114] RESTROOM ELEVATIO SCALE: 3/8" = 1'-0" MEN [113] RESTROOM FINISHED FLOOR N F-- FINISHED CEILING P-2 7 4 1 O Tud0 FINISHED FLOOR ELEVATION SCALE: 3/8" = 1'-0" FINISHED CEILING RESTROOM ELEVATION NOTE: SEE SHEET A401 FOR TOILET ACCESSORY KEY SCALE: 3/8" = 1'-0" WALL SCONCE, REFER 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 44 DATE: 8.18.2017 PRONO: 16�� AUTOMATIC FAUCET, REFER TO PLUMBING DRAWINGS WALL MOUNTED SINK RESTROOM WITH COORDINATING SHROUD, REFER TO E L E VAT I O N S PLUMBING DRAWINGS AND FINISHED FLOOR ACCESSORIES PERMIT SET J J , Lu q� W a 0 z w 0 u - O z O 1-4 cn ce w a z Lu r - Lu Cie0- x w w H F- O ce a z oC O LuJ 2 z O w' u 0 Lt a w Ie w m Cle >w Cu z J J Q 2 Cn 0 z u J J w H Z w 0. O O u z 1-4U Lu 0 LL O w a a Lu 0 z Lu u Ciew ILL O z Lu Ce tn z z a 1 1-4z 1-40 1-4 2 H V-6 3/4" 2'-5 1/2" INTERIOR EQ EQ 21 EQ EQ 112" 1/ " 1/2" 3'-10" T-0" 2'-0" 3'-10" 2'-6" 1'-6 3/4' 5.1 ELEVATION PAINT FACE OF SOFFIT, P-3 - ADJUSTABLE SHELVES, PLM1 ON ALL EXPOSED SURFACES - COORDINATE GROMMET PLACEMENT WITH OWIER FURNISHED EQUIPMENT - REMOVABLE PANEL, COORDINATE CUT OUT WITH OWNER o FURNISHED EQUIPMENT - PLASTIC LAMINATE CABINET, PLM -1 ON ALL EXPOSED SURFACES FINISHED FLOOR WAL r,4 \ INTERIOR ELEVATIO FINISHED CEILING PAINT UNDERSIDE OF FINISHED CEILING, P-3 DECORATIVE PENDANT, REFER TO ELEC. DRAWINGS Y2" CLEAR TEMPERED GLASS Y2' 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 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 P-2 0�w I E)\ u it H II _ O D SS -1 oa i w _-- Lu Of 2�-�I� VERIFY WITH OWNER FURNISHED EQUIPMENT �,/ ��.�►L:t: s/�s-= t -u — CONTRACTOR TO MECHANICALLY MIDLAND HARDWARE TOY COWS: \,� SCALE: 3/8" 1'-0" 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: 21ti397 FOLLOWING COWS: (QTY. 2) HEREFORD COW BROWN; SKU: 182439 (QTY. 1) TEXAS LONGHORN COW BROWN & WHITE; SKU: 182503 WC -1 — P-3 P -3 -- AIR VENT, REFER TO — -��--------------- ---------------- MECH. DRAWINGS � �L �------- �--------------�----------------- SURFACE MOUNTED REBAR MECHANICALLY FASTENED TO LIGHT FIXTURE, REFER �WNER FURNISHED ALIGN PAINT CUT LINE THE UNDERSIDE OF THE CEILING TO ELEC. DRAWINGS SIGNAGE \� T i- \ \ DECORATIVE PENDANT, O EN TO BEYOND CLEAR TEMPERED €- REFER TO ELEC. GLASS__ I C -2 r-----------------�" CLEAR TEMPERED GLASS / \ \ CG -1 W`C 3 c \ DRAWINGSa I n I WITH FROSTED FILM _ - - - > 1_-611 2'-8-11- -- _ - SWED --- 2 '-8" i-1 '-6" UNfiERTOP T- EN TO "PLASH, AND' Ar---------------- BEYOND i i i N $IDE-SPLALSH, SS -2 I I -4 LJ I , , I f3I L — J DRAWEOULL \ II I \ . . .... . . . .... . . . ... " TYPICAL 4'-2 3/8" FILLER 1'-3" 1'-3" '-3" ILLER 10 BARS TOTAL 4'-0" 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 A/V 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 21'-10 3/4" n- -------------------- 11-311 ---------------- -1'-3" _ ill I II I I I II I I II II I I III II II I III I 11 III IN T LEVERED SHE C PICEALED SUPPORTS, SS -1 ONP TOB ND A L POSE�SURF BAI P, WD, STN -4 ZECESSED _ iLLk1j-LLLLLftLLLU RAIN PAN r ', EQ 5'-0" - i T-0" EQ 31-01 6'-0" 2'-0" TYP. ry N EQ EQ T-0" 4�_0��. 4'-0" EQ 6 EQUAL REMOVABLE PANELS EQ WALL BASE, POWER/USB OUTLET, HORIZONTAL, GALVANIZED METAL SHEET, WB -1 FINISH: BLACK, REFER TO ELEC. MTL-3, ON Y4' CABINET GRADE DRAWINGS PLYWOOD, MECHANICALLY 5 lk 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 DOOR[TgM FINISH, ADHERE TO WALL WC -1 r i- r -' FINISHED CEILING F E , i Z SLI_ 7-� _ ,2�0"3 i,� P-2 a _ _ 7__.� L_rJ--L��T = T- F �.� L T - _. 7': �rCG-211 EXT TILE IN 6E OPENI i� AD i - -o-. I PR DE SCHLtR JOLLY - I Lu" l _i'111-11._ _ I RIN�!TO MEET FLIP AT FjACE 1 1 OF CHEN WA-L� � i � � � i i _ O D II it p II 0 -- �� L a �w _ I ",I l w Z I I I I En \ M 3: UJ 11 >11 =1 �z _ I a l t� Lu IIS I _ _ > I -- �, LLA.-+ T-11 1/2" 3'-0 1/4" 2'-4 3/8" FINISHED FLOOR VERIFY WITH OWNER FU ISHED EQUIPMENT ANTIQUE CUTTING FIXED WOOD BOARD, PROVIDE SHELVES, WD, CUSTOALLOWANCE INTERIOR ELEVATION STEEL FRAME ON CK CUSTOM WALL MOUNTED LOGO SIGN, PROVIDE $2,000 ALLOWANCE SCALE 3/8" = 1'-011 WALL BASE, WB -2 r J# INTERIOR ELEVATION SCALE: 3/8" = V-0" II � s - i -T--T -� f ....r --T - _ 7 1_M... ji EDGING TRIM, SCHLUIFER; JOLLY BRUSHED ---/CONTRACTOR TO PROVIDE AND INSTALL GRAPHITE AINODIZED 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 RUL 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 =100 EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM 0 CO CG -2 T-1.fITIL: 0 0o c EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM ' INTERIOR ELEVATION �SCALE: 3/8" = V-0" N .O LL L U Cu m Cu Q DESIGN/COOPE RATIVELLC - WALLCOVERING 1032 HENDRICKS AVENUE Y2" CLEAR TEMPERED JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 GLASS FUAA26001646 CLIENT Rick Moyer Y2 CLEAR TEMPERED GLASS WITH FROSTED FILMOPEN LOCATION 461 Atlantic Blvd. Atlantic Beach, FL CIVIL ENGINEERING TO BEYOND BAKER KLEIN ENGINEERING 1'-6" 2'-8" STRUCTURAL ENGINEERING 6-0" 6'-0" 21_811 1._6,. 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 F--- F WALLCOVERING SEAM, TYP. DATE: 8.18.2017 I r 1 1/4"� I- I I 1 4" / LL � r---- 00 11 I I I / \ I I I L_ --_-J 1 I I I I _- -- 1 1 0 o I I \ I I \ M i 11 I I V-6 3/4" 2'-5 1/2" INTERIOR EQ EQ 21 EQ EQ 112" 1/ " 1/2" 3'-10" T-0" 2'-0" 3'-10" 2'-6" 1'-6 3/4' 5.1 ELEVATION PAINT FACE OF SOFFIT, P-3 - ADJUSTABLE SHELVES, PLM1 ON ALL EXPOSED SURFACES - COORDINATE GROMMET PLACEMENT WITH OWIER FURNISHED EQUIPMENT - REMOVABLE PANEL, COORDINATE CUT OUT WITH OWNER o FURNISHED EQUIPMENT - PLASTIC LAMINATE CABINET, PLM -1 ON ALL EXPOSED SURFACES FINISHED FLOOR WAL r,4 \ INTERIOR ELEVATIO FINISHED CEILING PAINT UNDERSIDE OF FINISHED CEILING, P-3 DECORATIVE PENDANT, REFER TO ELEC. DRAWINGS Y2" CLEAR TEMPERED GLASS Y2' 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 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 P-2 0�w I E)\ u it H II _ O D SS -1 oa i w _-- Lu Of 2�-�I� VERIFY WITH OWNER FURNISHED EQUIPMENT �,/ ��.�►L:t: s/�s-= t -u — CONTRACTOR TO MECHANICALLY MIDLAND HARDWARE TOY COWS: \,� SCALE: 3/8" 1'-0" 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: 21ti397 FOLLOWING COWS: (QTY. 2) HEREFORD COW BROWN; SKU: 182439 (QTY. 1) TEXAS LONGHORN COW BROWN & WHITE; SKU: 182503 WC -1 — P-3 P -3 -- AIR VENT, REFER TO — -��--------------- ---------------- MECH. DRAWINGS � �L �------- �--------------�----------------- SURFACE MOUNTED REBAR MECHANICALLY FASTENED TO LIGHT FIXTURE, REFER �WNER FURNISHED ALIGN PAINT CUT LINE THE UNDERSIDE OF THE CEILING TO ELEC. DRAWINGS SIGNAGE \� T i- \ \ DECORATIVE PENDANT, O EN TO BEYOND CLEAR TEMPERED €- REFER TO ELEC. GLASS__ I C -2 r-----------------�" CLEAR TEMPERED GLASS / \ \ CG -1 W`C 3 c \ DRAWINGSa I n I WITH FROSTED FILM _ - - - > 1_-611 2'-8-11- -- _ - SWED --- 2 '-8" i-1 '-6" UNfiERTOP T- EN TO "PLASH, AND' Ar---------------- BEYOND i i i N $IDE-SPLALSH, SS -2 I I -4 LJ I , , I f3I L — J DRAWEOULL \ II I \ . . .... . . . .... . . . ... " TYPICAL 4'-2 3/8" FILLER 1'-3" 1'-3" '-3" ILLER 10 BARS TOTAL 4'-0" 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 A/V 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 21'-10 3/4" n- -------------------- 11-311 ---------------- -1'-3" _ ill I II I I I II I I II II I I III II II I III I 11 III IN T LEVERED SHE C PICEALED SUPPORTS, SS -1 ONP TOB ND A L POSE�SURF BAI P, WD, STN -4 ZECESSED _ iLLk1j-LLLLLftLLLU RAIN PAN r ', EQ 5'-0" - i T-0" EQ 31-01 6'-0" 2'-0" TYP. ry N EQ EQ T-0" 4�_0��. 4'-0" EQ 6 EQUAL REMOVABLE PANELS EQ WALL BASE, POWER/USB OUTLET, HORIZONTAL, GALVANIZED METAL SHEET, WB -1 FINISH: BLACK, REFER TO ELEC. MTL-3, ON Y4' CABINET GRADE DRAWINGS PLYWOOD, MECHANICALLY 5 lk 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 DOOR[TgM FINISH, ADHERE TO WALL WC -1 r i- r -' FINISHED CEILING F E , i Z SLI_ 7-� _ ,2�0"3 i,� P-2 a _ _ 7__.� L_rJ--L��T = T- F �.� L T - _. 7': �rCG-211 EXT TILE IN 6E OPENI i� AD i - -o-. I PR DE SCHLtR JOLLY - I Lu" l _i'111-11._ _ I RIN�!TO MEET FLIP AT FjACE 1 1 OF CHEN WA-L� � i � � � i i _ O D II it p II 0 -- �� L a �w _ I ",I l w Z I I I I En \ M 3: UJ 11 >11 =1 �z _ I a l t� Lu IIS I _ _ > I -- �, LLA.-+ T-11 1/2" 3'-0 1/4" 2'-4 3/8" FINISHED FLOOR VERIFY WITH OWNER FU ISHED EQUIPMENT ANTIQUE CUTTING FIXED WOOD BOARD, PROVIDE SHELVES, WD, CUSTOALLOWANCE INTERIOR ELEVATION STEEL FRAME ON CK CUSTOM WALL MOUNTED LOGO SIGN, PROVIDE $2,000 ALLOWANCE SCALE 3/8" = 1'-011 WALL BASE, WB -2 r J# INTERIOR ELEVATION SCALE: 3/8" = V-0" II � s - i -T--T -� f ....r --T - _ 7 1_M... ji EDGING TRIM, SCHLUIFER; JOLLY BRUSHED ---/CONTRACTOR TO PROVIDE AND INSTALL GRAPHITE AINODIZED 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 RUL 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 =100 EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM 0 CO CG -2 T-1.fITIL: 0 0o c EDGING TRIM, SCHLUTER; JOLLY BRUSHED GRAPHITE ANODIZED ALUMINUM ' INTERIOR ELEVATION �SCALE: 3/8" = V-0" N .O LL L U Cu m Cu Q PERMIT SET I PROJECT NO: 16111 I INTERIOR ELEVATIONS A404 DESIGN/COOPE RATIVELLC - 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 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 Q WALLCOVERING SEAM, TYP. DATE: 8.18.2017 PERMIT SET I PROJECT NO: 16111 I INTERIOR ELEVATIONS A404 J J w w a O U Z C� V w 0 U - Z O V V) �G Lu CL z w Lu Ce 0- x w Lu 2 F- C2 a Z cG O LuJ O Z Lu U O tY a Lu w m o` Lu Z J J Q cn Z U J J Lu C1 w CL O 0 Z Lu 0 U- 0 O HI a cea w 2 to D Z Q Lu U w V LL O Z Lu a H Z H Z Q V) Z_ O ------------------------------------------------ ----- WALLCOVERING SEAM, TYP. CONTRACTOR TO PROVIDE $200 OWNER i i FURNISHED/CONTRACTOR CONTRACTOR TO PROVIDE $200 ALLOWANCE FOR CUSTOM i i _ INSTALLED i._ ALLOWANCE, FOR CU_$TOM _ GRAPHIC STENCIL AND PAINT ' APPLICATION GRAPHIC STENCIL AND PAINT i PROJECTION i APPLICATION i L, i SCREEN ' f t t = j L---------------------- --------1- - _ II ---------------------� ----------------------------------- (( jj o --1- --- ------------------WC-1____ - - ---J INTERIOR ELEVATION / SCALE: 3/8" = V-0" STN -4 II d COORDINATE GROMMET LOCA W/ OWNER tV N T-11 7/8" 165° 12'-0 1/2" I I EQUIP. I I EQUIP. I ^� CUT OUT I I CUT OUT I "' I I I i �— — — — — — — — — —�— — — — — — — — — — -— — — — — — — — — 6'-4 6%A 314' 1650 1/2" TEMPERED / � / � � CONT. L-5 ALONG CLEAR LOW IRON UNDERSIDE OF FRONT GLASS COUNTER ,::)ENLARGED CABINET PLAN SCALE: 1/2" = V-0" ._ . 7� i i pion T-2 3/4" { J l i OWNER FURNISHED/CONTRACTOR INSTALLED 65" FLAT SCREEN TV i CORRUGATED GALVANIZED ALUMINUM PANELS, MECHANICALLY FASTENED WITH SHEET METAL SCREWS TO WALL WALL BASE, WB -1 PERLICK DRINK RAIL BLACK FRP, 5/8" MOISTURE RESISTANT GWB. ZOPEN TO BEYOND 1X6, WD, STN -3, MECHANICALLY FASTENED TO WALL OPENING KEGWORKS BAR FOOT RAIL; TUBING - 2"OD; #BLK-990; FLUSH FLAT END / WD, STN -4 (V � Lu '-' > f7 J w PERLICK DIE WALL SYSTEM 6~ `r IT INTEGRAL RESILIENT WALL BASE WITH FLOORING AS SCHEDULED ZOPEN TO BEYOND 1X6, WD, STN -3, MECHANICALLY FASTENED TO WALL OPENING KEGWORKS BAR FOOT RAIL; TUBING - 2"OD; #BLK-990; FLUSH FLAT END / WALL BASE, WB -1, AS SPECIFIED ON 3/4" PLYWD. 5 BAR SECTION - ) -SCALE: SCALE: 3/4" = V-0" CAP - MATTE BLACK - 2" OD; #BLK-76940-2; 90 DEGREE POST FOOT RAIL '-8 3/16" L 4'-0" BRACKET - MATTE BLACK - 2" OD; #BLK-76979-2; AND INTERNAL '� �101 SPLICING SLEEVE FOR 2" OD TUBING, AS REQUIRED POWER/USB OUTLET, HORIZONTAL, FINISH: BLACK, REFER TO ELEC. DRAWINGS ZPEN TO BEYON� WD, STN -4 2'-2 1/2" STORE SOLUTIONS; METAL T-SHIRT DISPLAY BOX; LED TAPE LIGHT 3" LED TAPE LIGHT, REFER TO ELEC. `r IT HORIZONTAL MOUNT USB/POWER OUTLET L7 '7 FINISHED CEILING TRIM, BLACK PLM, ALL SIDES REMOVABLE PANEL: FLAT GALV. SHEET 20 GAGE, MECH. FASTENED TO Y4' O c PLYWOOD SUBSTRATE W/ SHEET 000 METAL SCREWS; MANUFACTURER GRAPHIC RECOMMENDED CLIP . - TEE T �— KEGWORKS FOOT RAIL - MATTE BLK. WALL BASE, WB -1, AS SPECIFIED ON 3/4" PLYWD. 5 BAR SECTION - ) -SCALE: SCALE: 3/4" = V-0" CAP - MATTE BLACK - 2" OD; #BLK-76940-2; 90 DEGREE POST FOOT RAIL '-8 3/16" L 4'-0" BRACKET - MATTE BLACK - 2" OD; #BLK-76979-2; AND INTERNAL '� �101 SPLICING SLEEVE FOR 2" OD TUBING, AS REQUIRED POWER/USB OUTLET, HORIZONTAL, FINISH: BLACK, REFER TO ELEC. DRAWINGS ZPEN TO BEYON� INTERIOR ELEVATION INTERIOR ELEVATIO SCALE: 3/8" = V-011 FINISHED CEILING WALLCOVERING SEAM, TYP. CANTILEVERED SHELF, SS -1 ON ALL EXPOSED SURFACES PURSE HOOK, USE RESTROOM ACCESSORY #15 GALVANIZED ALUMINUM SHEET ON %4" CABINET GRADE PLYWOOD, MECHANICALLY FASTENED WITH SHEET METAL SCREWS WALL BASE, WB -1 3" FINISHED FLOOR li PERMIT SET r _-q9 d L Wo LL U Cu (D Cu W U Cu Q DESIGN/COOP E 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 PROJECT NO: 16111 INTERIOR ELEVATIONS A405 CONTRACTOR TO PROVIDE AND INSTALL CREATIVE STORE SOLUTIONS; METAL T-SHIRT DISPLAY BOX; SKU: TS -SOX -2; WALL MOUNTED; FINISH: BLACK LED TAPE LIGHT, REFER TO ELEC. DRAWINGS L7 '7 FINISHED CEILING FINISHED CEILING, BEYOND WALL MOUNTED f- G SIC SHELVING BRACKETS, P FINISH: BLACK GRAPHIC . - TEE T ADJUSTABLE i i i i SHELVES, PLM -1 GRAMIICo d SS -1 OWNER FURNISHED -L -4 EQUIPMENT I - COUNTERTOP SS -1 T jj v: r PLM-� DRAWER PULL WALL BASE, RF -1 FILLER1'-3" 1'-3" 1'-3" FILLER 51-71/211 VERIFY IN FIELD INTERIOR ELEVATION INTERIOR ELEVATIO SCALE: 3/8" = V-011 FINISHED CEILING WALLCOVERING SEAM, TYP. CANTILEVERED SHELF, SS -1 ON ALL EXPOSED SURFACES PURSE HOOK, USE RESTROOM ACCESSORY #15 GALVANIZED ALUMINUM SHEET ON %4" CABINET GRADE PLYWOOD, MECHANICALLY FASTENED WITH SHEET METAL SCREWS WALL BASE, WB -1 3" FINISHED FLOOR li PERMIT SET r _-q9 d L Wo LL U Cu (D Cu W U Cu Q DESIGN/COOP E 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 PROJECT NO: 16111 INTERIOR ELEVATIONS A405 V J J Lu I¢ - a w CL O V z 2 W 0 LL z O R o` Lu CL z Lu H L W a x Lu Lu I- O Q a z O Lu J O z 1--1 Lu V 0 a - w o W m w Lu w z J J Q 2 V) H z Q J W w a O O z V) Lu 0 LL. O W a O oc a w I- D z Q w V c C a W LL. O z Lu o` F- z z Q cn C7 z 1--1 0 z 1– T-1 1/2" WD, STN -3 A. STAIN FINISH TRANSITION LINE VERTICAL 8X8 WD, STN -1 o WD, STN -1 BO T-11" 3'-0 1/4" 7 1/2" T-0 1/4" 7 1/2" T-01/4" 1/2" 3'-0 1/4" 7 1/2" T-0 1/4" 7 1/2" T-0 1/4" 7 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 iX8 WD, STN -2 1X4 WD, STN I IX4W OSIN-2 X4 WD, STN -2 1X6 WD. STN —2 1X6 WI)_ STN—� 1X� wn STN_ ix9 \Ain crni_� ivc \Arn CTAI \ ,.a um rrwl 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X6 WD, STN -2 1X6 WD—,STN-7 1X8 WD, STN -2 1X8 WD, STN -2 1X8 WD, STN -2 1X6 WD, STN -2 1X6 WD, STN -2 1X6 WD, 9TN-2 1X6 WD, STN -2 25'-0" INTERIOR ELEVATION SCALE: 3/8" = V-0" 1rY1AITn A/--rr%n T!1 MMS%- Awl. I /AIIVLII CnA/-Gn WELDED TO STEEL PLATE - FINISH WELD o fV , OPEN BOTTOM STEEL RAW STEEL TYP. " WD -STN -2, MECH. kCH TO STEEL FRAME. T-0- CEAL ATTACHMENT BENCH/PLANTER ELEVATION czra i F• 1 /')" =I I- if VERTICAL 8X8 WD, STN -1 VERTICAL 8X8 WD, STN -1 EQ EQ V-513/41 -3" M ,Ir v- r -1 1 �-1 fV �:V M 411 4-1 1/ 11 2'-4" T-0" 21 6'-8" TYPICAL BOOTH AND BUILT-IN TABLE DIMENSIONS 7'-11" INTERIOR ELEVATION SCALE: 3/8" = V-0" c be 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 PAPER TOWEL DISPENSER VERTICAL 8X8 VERTICAL 8X8 WD, STN -1 WD, STN -1 WALL SCONCE, REFER TO LEC. DRAWINGS 7 1/ 11 6'-811 7 %4" SOLID SURFACE BASE, SS -1 CUSTOM TABLE, REFER TO DETAIL / 10/A408 An. VERTICAL 8X8 WD, STN -1 T-1 1/2" INTERIOR ELEVATION SCALE: 3/8" = V-0" P-nK1-rn Ar-r^n T/1 nn�%MMC AAII1 ..... ....... .. NOTE: REFER TO INTERIOR ELEVATION 5 ON THIS SHEET FOR TYPICAL BOOTH SPECIFICATION INFORMATION 6'-811 7 1/ 61-811 7 1/26f-811 7 1/2" 2 )INTERIOR ELEVATION —SCALE: 3/8" = V-0" 0 bo 0 �t WD, STN -3 BENCH/PLANTER PLAN SCALE: 1/2" = V-0" WD, STN -1 VERTICAL 8X8 WD, STN -1 mm WD, STN -3 4'-011 71/2" /211 - HORIZONTAL 8X8 WD, STN -2 1'-10" 3"X3" STEEL FRAME - FINISH WELDED. Cu (0**4 L O LL. In (0 N m U C Cu Q 6" V-7" 3" I I L6" 4'-011 POWELL & HINKLE ENGINEERING, PA. Y4" SOLID SURFACE BASE, SS -1 904.2645570 #FUEB-4577 INTERIOR ELEVATION LANDSCAPING SC PING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 SCALE: 3/8" = V-0" WD, STN -3 WD, STN -1 OWNER FURNISHED HIGH CHAIR 6'-0" INTERIOR ELEVATION SCALE: 3/8" = V-0" PERMIT SET PROJECT NO: 16111 INTERIOR ELEVATIONS A406 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 c CIVIL ENGINEERING co BAKER KLEIN ENGINEERING 904-356-8520 STRUCTURAL ENGINEERING o ALEXANDER GRACE CONSULTING, INC. 904.241.8010 FU59328 M.E.P. ENGINEERING 6" V-7" 3" I I L6" 4'-011 POWELL & HINKLE ENGINEERING, PA. Y4" SOLID SURFACE BASE, SS -1 904.2645570 #FUEB-4577 INTERIOR ELEVATION LANDSCAPING SC PING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC DATE: 8.18.2017 SCALE: 3/8" = V-0" WD, STN -3 WD, STN -1 OWNER FURNISHED HIGH CHAIR 6'-0" INTERIOR ELEVATION SCALE: 3/8" = V-0" PERMIT SET PROJECT NO: 16111 INTERIOR ELEVATIONS A406 V J J W > H W a O O U z (9 W 0 W O z O 1-4 5' oc Lu 0- z z w V) w �C a w w F - Z) O 2 1w- 9 Q d z H Ce O Lu J O z 1-40 Lu U 0 oOG a Lu aC W m oC Lu w z J Q U) F- 0 z Q V J J Lu` H w 0- 0 O O U z U) Lu 0 ILL O W a a W F- O z Q W U H Ce w (f) u- 0 O ILz Lu Z) Ce z 1-4z Q to z 0 -17 F - 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 FRQMF TO JOIST TYR 1-1/2" X 1-1/2" WELDED STEEL TL FRAME - PANTED F TV SUPPORT PLAN VIEW SCALE: 3/8" = V-0" 10'-0 1/2" r,4 INTERIOR ELEVATION SCALE: 3/8 = V-0" F ON -VES am M E EQ 9 FULL TILES INTERIOR ELEVATION SCALE: 3/8" = V-0" THROUGH BOLT FRAME THROUGH BOLT FRAME TO JOIST TYI 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 ri r------ ----------- n n I I I I I I 1 1 I I I I i t I 11 1 111 Irl Trl III � III III Tt1 I I ! III ,4-4„ III Iu � �ul I IIL-JLII I NOTE: COORDINATE CABINET WITH 1-1/2” X 1-1/ WELDED STE FRAME - PAN ALL OWNER EQUIPMENT S.S. BAR TOP 00 - - O PLASTIC LAMINATE ON S.S. BAR TOP �i N ALL EXPOSED SURFACES, PLM -1 i M t!1 �I , 1'-11" 2'-4" WALL BASE, RF -1 (INTERIOR 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 I 4'-9 1/2" CABINET W/ EQUIPMENT L — — — — — — — — — — Fv I I CABINET W/ OPEN SHELVING BELOW SURFACE MOUNTED BEER TAPS AND � I I DRAIN PAN I I------ ---- II S.S. COUNTERTOP I I 10'-0 1/2" INTERIOR ELEVATION SCALE: 3/8" = V-0" OPEN BELOW FOR ]IIIx EQUIPMENT U------------ _ 5'-411 10'-11/2" 5'-4" T— — — — — — — — — — OPEN BELOW FOR EQUIPMENT V-10" I \— LOWER PLATFORM SEE ELEVATION INTERIOR ELEVATION SCALE: 3/8" = 1'-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 I I ! I I I I I I I it I11 II( Ifl III I I11 III !ir I I I I I it II I I I I 4'-4" I I r I I U 71 1 UL- - - - - - - - - - - - - - - - - - JV NOTE: -H COORDINATE CABINET WITH ALL OWNER EQUIPMENT S.S. BAR TOP rq bo ADJUSTABLE SHELVES S.S. BAR TOP -04 PLASTIC LAMINATE ON ALL EXPOSED `" -4 SURFACES, PLM -1 Cn iV i0 WALL BASE, RF -1 1" 2'-0" 4'-3" WALL BASE, RF -1 INTERIOR ELEVATION 1 SCALE: 3/8" = V-0" PERMIT SET CuCns U 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 PROJECT NO: 16111 INTERIOR ELEVATIONS A407 II l r ----- 7 I i OWNER i URNISHE t I T-3 II i I II i OWNER i OURNISHEW i F__ -_--I I II i OWNER I URNISHE I I.I I II II IL-----� - - I ART I I I I I - - I I II II IL- I ART 11 I II II II ----JI I I ART I I II I II I I L ------j I r - - - - - II II it II - - - - - - - - - - - - - - OWN -------------- - --------------- R FURNISHED SHUFFLE ------- BOARD TAB rl II II II IF---- II II II ------- -------------- II II II INTERIOR ELEVATION SCALE: 3/8" = V-0" THROUGH BOLT FRAME THROUGH BOLT FRAME TO JOIST TYI 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 ri r------ ----------- n n I I I I I I 1 1 I I I I i t I 11 1 111 Irl Trl III � III III Tt1 I I ! III ,4-4„ III Iu � �ul I IIL-JLII I NOTE: COORDINATE CABINET WITH 1-1/2” X 1-1/ WELDED STE FRAME - PAN ALL OWNER EQUIPMENT S.S. BAR TOP 00 - - O PLASTIC LAMINATE ON S.S. BAR TOP �i N ALL EXPOSED SURFACES, PLM -1 i M t!1 �I , 1'-11" 2'-4" WALL BASE, RF -1 (INTERIOR 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 I 4'-9 1/2" CABINET W/ EQUIPMENT L — — — — — — — — — — Fv I I CABINET W/ OPEN SHELVING BELOW SURFACE MOUNTED BEER TAPS AND � I I DRAIN PAN I I------ ---- II S.S. COUNTERTOP I I 10'-0 1/2" INTERIOR ELEVATION SCALE: 3/8" = V-0" OPEN BELOW FOR ]IIIx EQUIPMENT U------------ _ 5'-411 10'-11/2" 5'-4" T— — — — — — — — — — OPEN BELOW FOR EQUIPMENT V-10" I \— LOWER PLATFORM SEE ELEVATION INTERIOR ELEVATION SCALE: 3/8" = 1'-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 I I ! I I I I I I I it I11 II( Ifl III I I11 III !ir I I I I I it II I I I I 4'-4" I I r I I U 71 1 UL- - - - - - - - - - - - - - - - - - JV NOTE: -H COORDINATE CABINET WITH ALL OWNER EQUIPMENT S.S. BAR TOP rq bo ADJUSTABLE SHELVES S.S. BAR TOP -04 PLASTIC LAMINATE ON ALL EXPOSED `" -4 SURFACES, PLM -1 Cn iV i0 WALL BASE, RF -1 1" 2'-0" 4'-3" WALL BASE, RF -1 INTERIOR ELEVATION 1 SCALE: 3/8" = V-0" PERMIT SET CuCns U 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 PROJECT NO: 16111 INTERIOR ELEVATIONS A407 U J J W W a O O U z 0 Lu 0 U- 0 z O W a Lu Z oC v7 Lu aC CL x w w O 2 F- a Z O w J O z Lu U a w w w 00 w w Z J J 2 v7 Z U J J L H 9 w CL O 0 z c� Lu 0 U_ O o�G w a a Lu 2 F_ u? z Q W U > LU U) U- 0 F_ z w a z z z 0 I- 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. 19 O ID •• 1 N;71 6 A4 I 1 I 1 II I I A408 i I itr I —`--7�— o _7 Ell SII am** ---- 1 I 7 A408 11 1 II II 1A406 (I � II II I II r7 II I � 4 0 FURNITURE PLAN SCALE: 3/16" = V-0" PERMIT SET 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 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC d1 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 FURNITURE PLAN A1 05 J J Lu w a O U z 0 2 V) Lu 0 LL z 0 V) o✓ Lu CL z w r_ ce V) U) Lu Ce CL x w Lu F- D O 2 Ce a z oC O Lu J O z Lu V ce n w oC Lu m oC w Z J J F- 0 z V J Lu w 0- 0 O 0 z 0 W 0 LL O Ce III CL Ce a w F- N z Q w V oC w U) LL O t -- z Lu oC 17) z z Q z Z 0 GENERAL REFLECTED CEILING PLAN NOTES 1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK ANE 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 LIGHTING 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 DI 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 1 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 J -BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE L-23 (TYP) X 0- U SUSPENDED LIGHT FIXTURE - SIZES VARY A CEILING HEIGHT AND TYPE DESIGNATION SUPPLY AIR GRILL RETURN AIR GRILL LINEAR AIR DIFFUSER EXIT LIGHT EMERGENCY LIGHT ROLLER SHADE LOCATION EXHAUST FAN 10'-0" qV GWB ® SA MSA ®RA ®R WALL MOUNTED 13 EX CODED NOTES FOR REFLECTED CEILING PLAN: of oz 03 OS 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 TO 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 STOREFROP TO OUTSIDE FACE OF ADJACENT WALL. CONTRACTOR TO PROVIDE AND INSTALL WEATHER / VANDAL -PROOF ELECTRICAL 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 PLAN SCALE: 3/16" = V-0" PrA PERMIT SET N �L O LL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.d000p.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 PARTIAL REFLECTED CEILING PLAN A111 J J LL Q� oC w a O U z Lu 0 U- 0 z O Lu CL z w r Ce V) Lu oC A w Lu I– H O F— a z oC O W J O z Lu U D O fY a w oC w co cew z J J O z V J Lu H 9 w CL O O U z V) Lu 0 U- 0 beW 0- 0 O CL Lu F_ z Q Lu U oC w U) U- 0 z w z 1 z a H z_ aa� �C 0 Ln GENERAL REFLECTED CEILING PLAN NOTES 1. (E) INDICATES EMERGENCY LIGHTING. PROVIDE APPROPRIATE EMERGENCY PACK AND INTEGRATED TEST SWITCH ON EMERGENCY (E) FIXTURES. 2. ADDITIONAL LIGHTING MAY BE REQUIRED IN AREAS NOT INDICATED ON THE CEILING PLAN I.E. 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) J -BOX Oj WALL MOUNTED LIGHT FIXTURE 0 - RECESSED LIGHT FIXTURE O SUSPENDED LIGHT FIXTURE - SIZES VARY �. CEILING HEIGHT AND TYPE DESIGNATION SUPPLY AIR GRILL RETURN AIR GRILL LINEAR AIR DIFFUSER EXIT LIGHT EMERGENCY LIGHT ROLLER SHADE LOCATION EXHAUST FAN 10'-0" GWB IN SA MSA ®RA D�ilRA WALL ?6 MOUNTED — 99 EX CODED NOTES FOR REFLECTED CEILING PLAN: 01 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. O4 CONTRACTOR TO PROVIDE AND INSTALL RECESSED METAL ACCESSORY, REFER TO DETAIL. 05 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. O8 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" z PERMIT SET DES IG N/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 PARTIAL REFLECTED CEILING PLAN A112 U J J , w a O U z V) w 0 LL z O N Lu 0- z z Lu r w o! CL w w H O I- a z O Lu J 0 z w' U a w CeLu w Lu �u z J J Q V 0 z Q J J Lu w a O O v z 0 Lu 0 u- 0 w a Ce CL Lu H z Q Lu U w V) LL O 1- z w Ce - H z 1-4z Q V) H z 0 V) z 1- 0O2 (BY OWNER) 5'-2" 12'-8" 3'-4" fV o � ® SOUND ATTENUATION BATTS TYP 10 FD OFFICE ;p 106 OO MECH 111 SOUND ATTENUATION 110 BATTS - TYP 1 T-11" 1 , I 91_1111 Cl AV CLOSET = C) GLASS _ N i. DOOR i H T-7" 9'-011 f � 106 Lam_ -- --_--_FD o �1 [V KITCHEN 104 20'-4" `° - o� 2'-8" . 3'-6" 53'-0" ---------- ®®---- 24x48 24x48 i 24x48 24x 00 x N COOLER 107 3'-6" 2'-7 1/4" .9". 3'-2" 0 M 3" 3'-6" 4'-0" 19'-10" 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. 121 ■STORAGE • :E: 11111111111111 Il�ill�lll�l � IIIIIIIIIII� m N SOUND ATTENUATION BATTS - TYP CUTTING D ® ROOM 109 I J09A iC SOUND ATTENUATION BATTS - TYP 8'-10"L 14'-2" 1'-0" 6" ENLARGED KIT 2 SCALE: 1/4" = 1'-0" 14'-3 3/8 CH EN PLAN -21 All 91 • if 11110.00 ENLARGED BAR PLAN 1 SCALE: 1/4" = 1'-0" 0 rl to n PERMIT SET N �L _O ou- Cu Q 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 v I • i Q DATE: 8.18.2017 1 ASI NO. 1 12.1.2017 2 VE REVISIONS 4.20.2018 PROJECT NO: 16111 ENLARGED KITCHEN AND BAR PLANS FD DISH CORRIDOR 1!NASH 110 .RUGATED AL PANELS Cl AV CLOSET = C) GLASS _ N i. DOOR i H T-7" 9'-011 f � 106 Lam_ -- --_--_FD o �1 [V KITCHEN 104 20'-4" `° - o� 2'-8" . 3'-6" 53'-0" ---------- ®®---- 24x48 24x48 i 24x48 24x 00 x N COOLER 107 3'-6" 2'-7 1/4" .9". 3'-2" 0 M 3" 3'-6" 4'-0" 19'-10" 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. 121 ■STORAGE • :E: 11111111111111 Il�ill�lll�l � IIIIIIIIIII� m N SOUND ATTENUATION BATTS - TYP CUTTING D ® ROOM 109 I J09A iC SOUND ATTENUATION BATTS - TYP 8'-10"L 14'-2" 1'-0" 6" ENLARGED KIT 2 SCALE: 1/4" = 1'-0" 14'-3 3/8 CH EN PLAN -21 All 91 • if 11110.00 ENLARGED BAR PLAN 1 SCALE: 1/4" = 1'-0" 0 rl to n PERMIT SET N �L _O ou- Cu Q 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 v I • i Q DATE: 8.18.2017 1 ASI NO. 1 12.1.2017 2 VE REVISIONS 4.20.2018 PROJECT NO: 16111 ENLARGED KITCHEN AND BAR PLANS V J J LIS w a O V z C7 U) w 0 U- 0 z O V) V) oc w a z w U) w IL x Lu w 2 F- F- 0 a z O Lu _z Lu V O a Lu cC w C13 Ce Lu z J J 2 U) F- z Q J J Lu Lu F- z Q w V oC Lu U- 0 O z w oC z z Q N H z H 0 N F - 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 2S 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 30 DELETED 31 OVER -FRAMED CRICKET - SEE ROOF PLAN ON SHEET A104 32 RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 13 16 y � If i y I I I (�) I I �(�) M11 Ifl 13 13 91 3 23 NOTE: FENCE NOT SHOWN ' PARTIAL EAST ELEVATION SCALE: 1/4" = V-0" 19) (19 PARTIAL EAST ELEVATION SCALE: 1/4" = V-0" EAST E L EVATI O N 1 SCALE: 1/8" = V-0" PERMIT SET 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 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 EXTERIOR ELEVATIONS A201 V J J W I W a O U z Q w 0 LL O z O R V 57 Ce Lu a - z z Lu V) W C 0- x Lu W I– H O C a z O Lu J O 2 z 0 W U 0 O 2 CL w Ce Lu m oC W Z J a V) 0 z U J J Lu F - w a O U z 0 R U) W 0 LL O w a CL Lu F- U) 0 z Q W U Ce W V) LL O F - z W oG z z Q V z 0 V) 2 H ELEVATION KEYNOTES OASPHALT SHINGLES OALUMINUM COPING - KYNAR FINISH, MATCH OPRE -FINISHED ALUMINUM DRIP EDGE FLASH: O6"x 6" ALUMINUM BOX GUTTER - KYNAR FINI O6" ALUMINUM HALF -ROUND GUTTER - KYNAP O4"x 4" ALUMINUM DOWNSPOUTS - KYNAR FII O] 3 -PART STUCCO SYSTEM - PAINT, P-2 O2x12 PT WOOD RAFTERS ORECLAIMED CORRUGATED METAL WALL PANELS - COLOR PER SPECIFICATIONS 1 Q 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 15 PT WOOD COLUMNS WRAPPED W/ lx WOOD TRIM - STAIN, STN -2 16 2x8 PT 450 WOOD CORBELS 17 6x6 PT WOOD POSTS 18 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 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 28 BUILT-UP CRICKET W/ MOD BIT ROOF MEMBRANE 29 ALUMINUM STOREFRONT WINDOWS - BLACK ANODIZED 30 DELETED 31 OVER -FRAMED CRICKET - SEE ROOF PLAN ON SHEET A104 32 RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 Y200'-0 1/2"_ T/O WD BEAM _.17'-7 1/8"— Y T/O WD BEAM 17-7" E0 T/O WD BEAM 2 1155 W'-1" _ Y T/O D BEAM 1 1 31 millifilin", 3 13 SEE SHEET A611 FOR WINDOW TYPE ELEVATIONS A 20'-0D i/2" T/0 WBEAM / U6 O 3 NORTH ELEVATION 2 SCALE: 1/4" = V-0" 17'-7" T/O WD BEAM 11 10 8 12 13 15 15 0 19 ( : SOUTH ELEVATION 1 SCALE: 1/4" = V-0" A, 7 14 16 Sil] N (0**4 L O UL 0 Cu ImN m 0 :+_0 C Cu 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 �1 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 EXTERIOR ELEVATIONS PERMIT SET A202 V J J W 9 W CL O O V z L9 W 0 LL O z O R cn w a Z LW V) Ln Lu oG CL X HI Lu F_ F_ O a Z O Lu J O 2 z 0 w V a w ce w In ce Lu Z J J 2 cn D Z J Lw F_ C1 0- 0 0 Z (D R Lu 0 U- 0 O o�G w CL a Lu 2 f- D Z Q Lu V W LL O H Z Lu z z Q Z 0 F_ NOTE: FENCE NOT SHOWN ELEVATION KEYNOTES I 1 � O -------------- 3 ------ 5 11 0 ---------------- 0 _' I I i I �0� -23 ---- —7T ri r ------ — --- — -- -- --- -- --- 0---0_TO-0-... PARTIAL WEST ELEVATION SCALE: 1/4" = V-0" �(1 } ASPHALT SHINGLES OALUMINUM COPING - KYNAR FINISH, MATCH P-1 2 3 PRE -FINISHED ALUMINUM DRIP EDGE FLASHING MATCH P-1 �F O 6"x 6" ALUMINUM BOX GUTTER - KYNAR FINISH MATCH P-1 2 6" ALUMINUM - - - - 5 NUM HALF ROUND GUTTER KYNAR FINISH MATCH P 3 - -- E LUMINUM DOWNSPOUTS - KYNAR FINISH MATCH GUTTER _ - O3 -PART STUCCO SYSTEM - PAINT, P-2 �O 2x12 PT WOOD RAFTERS 25 O RECLAIMED CORRUGATED METAL WALL PANELS -COLOR PER - -- --- _._ SPECIFICATIONS 2x4 PT WOOD FASCIA � �- vL_ 1 O �O-T-T j- f 2x12 PT WOOD FRIEZE LEDGER _-- _-<:,_ _:N _ ; - �- - T _f _ �_L�_ - - - 1 -�- -1-._. T a_ = 4 O - -� r T 2x8 I 0 12 2x8 PT WOOD RAFTERS 7 0.10__0 _0 _ �- _ . O 13 PT WOOD BEAM OR LVL _ _ �—L T.... I i ! -- i i I O {__ ... __ - -- j.� i . t �---�, _L._ i._-._ i__...,...__.. {{�-.1.. T pr i 1 ( 00 .._ ..__. ..1�,. _L-'T—'j-- T" L.-.Y_--_i — ..._.._ 14 2-2x12 PT WOOD BEAMS -CUT TOP AT ANGLE AT ROOF _ _�_�O�O O O _ _ : � 7�' i �; � ( � � �_ 1 I T T �"` O � t _? -` �� _�� _ O 0 I 18 , O O __ _ ._:____r_._(_L_ _ ,__ 0 _L ---T--" .._.? ZS PT WOOD COLUMNS WRAPPED W/ lx WOOD TRIM - STAIN, STN -2 --- _. T �_ i - F O. I C) T f - Cd�OOi� I 0 _ �. 0 �_ O Sq ' _ _.__L_____ 00• _ 16 2x8 PT 450 WOOD CORBELS __�� 0 1 ; - 1.. O O T O 0. �. O. O__-- 17 6x6 PT WOOD POSTS i- O 000 �__ S ' . ....--. .-,.i.:,_ ' f , 1H 8" NOMINAL CMU -PAINT (BENJAMIN MOORE REGAL SELECT LOW i r I _r_ �� __� E___ _ O O , 0 __. �._. ._J__. .._._v _ _i—�—� _. O ---r- _L_ ;_ S __..1_ _ _ 1 7 �_..__ _ __ T._ -_- _.a _ 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 PARTIAL WEST /EST E L E\ / A TI O N 21 ALUMINUM STOREFRONT FRAMING - BLACK ANODIZED 2 SCALE: 1/4" = V-0" 22 ALUM FOLDING WINDOWS - BLACK ANODIZED 23 2x4 PT WOOD SLATS 24 1x6 T&G WOOD SLATS - STAIN, STN -2 ■ ■ 2S ALUMINUM ROOF EDGE FLASHING - KYNAR FINISH, MATCH P-3 26 3 -PART STUCCO SYSTEM - PAINT, P-1 i 27 TYPE 'M' VERTICAL CONTROL JOINTS IN STUCCO - _ _ ■ 28 ------ BUILT-UP CRICKET W MOD BIT ROOF MEMBRANE - - - - �- - --- �- n..._ r..... _v.._. - r T _ 29 ALUMINUM STOREFRONT WIND W OWS BLACK ANODIZED , ...�n.,�_., _ H.. ! , f O _-r--r. - - - 0 r 1 3O DELETED -L- r �L }(� _ t -.;._,.. '-i-.'(_L..,r_1 ._.i _ 1 �_—r�----''__)_"!_-_'1--._"'?""„�_ 1 T_� i 1 _��OO�i i 1L0T�--rO� 0 0� x_.,___:00` _. ...■ .___. .._ _..,... T�j�' 1 .,�..., i. .!�,.. r-.:--? ?-._� t i...._L_ A _ r - 31 OVER -FRAMED CRICKET -SEE ROOF PLAN ON SHEET A104 ° !--�-L__'---r jj r , .i._.,....,.._ 1_, ..._� ._..r --_.7_ i� ..7--..r_.,_..L_,... ,.-T,..L.. .-...,__1 .I».A�-. ..�....A...O_b_T. 32 RAILGUARD 200 NON PENETRATING SAFETY GUARDRAIL SYSTEM -L- - -! O �� I_ z F "rZLLT:_ i SECTION 2/A311 - - - - - -- - - - - - ,... �O�O - ■ ■ ■ N N a.a M N WEST ELEVATION 1 SCALE: 1/8" = 1'- " Y A /\ LL L U CuCn N m U C Cu Q 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 #FL/EB-4577 LANDSCAPING TBD INTERIOR DESIGN DESIGN COOPERATIVE LLC - Q ,r DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: 16111 EXTERIOR ELEVATIONS PERMIT SET I A203 v J J W w a 0 Z H w 0 U - 0 z 0 V) Ce w CL z w �C V) Lu oC a w w I- H 2 ce a z oC O J z 0 w V a. w C w m Cew aij z J J 2 V) 0 z Q J J La Q� oG w a O U Z Lu 0 LL O w a clC CL w H V Z Q w U W cn LL O z w oc 1 z z z 0 0 M 9'-3" TRUSS BRG 42" HIGH NON -PENETRATING SAFETY GUARDRAIL SYSTEM 12'-0" _ T/O CMU 9'-3" _ TRUSS BEARING 29'-1" RA RTU -3 EFK-5 EF -2 (BEHIND) ------------ I I-- PRE -ENG WD PARALLEL -CHORD TRUSS 171 SA SA STEEL COLUMN 4– STEEL BEAM N� I 12'-4_5/8"t + w TRUSS BRG o _ r ---------------------- (BEHIND) --_--, I I I I I I I I I I EFK-5 I I I RA RTU -1 I 22'-3" fV 3 1/2" _^ _ M 10'-0" a, TRUSS BRG 4 1/2" NON -PENETRATING SAFETY GUARDRAIL SYSTEM - SECTION 2/A311 EF -2 m PVC ROOFING, 4" POLYISO ASPHALT SHINGLES, INSULATION BD, 1/2" UNDERLAYMENT, 1/2" PLYWOOD DECK PLYWOOD DECK 101/2" HEEL HT _ 12'-4 5/8"f TRUSS BRG sa 10'-0" 10 WD PLATE _ 9'-9" T/O STEEL BM RTU -3 PRE -ENG WD SCISSOR TRUSS 12"x 6" FAUX WOOD BEAM - 8"x 4" FAUX WOOD RAFTER n., 15'-3 1/2" RA 13'-7" T/O WD PLATE 13'-7" T/O WD PLATE o W N = 13'-7" TRUSS BRG 6" ENG WOOD TRUSS P SCALE: 1/4" = V-011 RTU -1 (BEHIND) r--------------------- n I I I I i I I I I I I I I I I RA 2) BUILDING SECTION -SCALE: 1/4" = V-0" ROFILES 3 A311 1 1 1 1 14'-811 T/ 1 OCMU 1 _ _ VARIES i — - T/O WD TRUSSES 1 L 1 1 I 1 9'-311 _ - TRUSS BRG ■ ■ 0,_0„ T/O CONC SLAB 1 1 1 1 1 A312 r 1 2'-0" HEEL HT 1 2x8 PT WOOD 12'-1 7/8"f RAFTERS 1 — — — T/O WD BEAM 1 (2) 2x8 PT 1 WOOD BEAMS 1 � 1 1 (4) 2x6 WOOD POSTS WRAPPED 1 W/ 1x WOOD TRIM 1 1 1 1 1 1 ® 1 1 ® 1 1 1 BUILDING SECTION SCALE: 1/4" = V-0" o' -o° T/O CONC SLAB PERMIT SET Cu .O 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 PROJECT NO: 16111 BUILDING SECTIONS A301 V J J LLi C1 w CL O O V z Q 2 V) Lu 0 LL O Z O N Cn Lu 0- z z Lu oC V) Lu a w w H H C a z_ Ce O LuJ 0 Z Lu V D Ce 0 - Lu oC Lu m C Lu Z J J Q 2 F - z Q V J J La w CL O O V z w 0 LL O o�G w a A w 2 Z Q w V Ce Lu V) U- 0 O F_ z Lu z 1-4z Q Z 0 CONT ALUM COPING OVER FOUR (4) LAYERS OF 3/4" PT PLYWOOD NAILER 7 A104 1 14'-8" — 1 T/O CMU 1 1 CONT STEEL ANGLE - SEE STRUCTURAL — — — — •� VARIES T/O WOOD TRUSSES SEE STRUCTURAL DRAWINGS FOR LOCATION, SIZE, AND REINFORCEMENT, OF BOND BEAM OR TIE BEAMS 9'-3" TRUSS BEARING 8" NOMINAL CMU FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 3 -PART STUCCO SYSTEM ON METAL LATH - PAINT, P-1 – WALL TIES @ 16" OC VERT CONT WEEP SCREED d - 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 1/2" THICK ASPHAULT-IMPREGNATED FIBER STRIPS AT JOINTS W/ JOINT RECESS SLAB 11/2" SEALANT COMPOUND FLOORING AS SCHEDULED CONCRETE SIDEWALK -SEE SITE PLAN VAPOR BARRIER B OVI.R WALL SECTION 3 SCALE: 3/4" = V-0" )7 CONT ALUM COPING OVER FOUR (4) LAYERS OF 3/4" PT PLYWOOD NAILER 3 A104 18'-8" T/O CMU —j` RAILGUARD 200 NON -PENETRATING SAFETY GUARDRAIL SYSTEM - 42" HIGH MIN. BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 ALUM GUTTER - KNYAR FINISH, MATCH P-1 R-15 FIBERGLASS BATT 41 INSULATION 8" NOMINAL CMU 5/8" MOISTURE AND MOLD RESISTANT GYP BD, ON 3 5/8" LT GA METAL STUDS @ 16" OC 2 A313 F.R.P. WALL COVERING 1 _ DOWNSPOUTS TO TIE INTO STORM DRAINAGE ' ; RECESS SLAB 1 1/2" SYSTEM - TYP 1 1 FLOORING AS SCHEDULED FINISHED GRADE L - 1 REINF CONC SLAB OVER VAPOR BARRIER STRUCTURAL - - - --- :WALL SECTION 2 SCALE: 3/4" = V-0" )7 FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 3 -PART STUCCO SYSTEM ON METAL LATH FINISHED GRADE 01-011 T/O COI SLAB SII CONCRETE FOOTING - SEE — STRUCTURAL 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 WALL SECTION SCALE: 3/4" = V-0" 1" PERMIT SET N .L_ _O (75 LIL DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Rick Moyer PVC ROOFING SYSTEM, 4" LOCATION 000 461 Atlantic Blvd. POLYISO RIGID INSULATION, CIVIL ENGINEERING 2 BAKER KLEIN ENGINEERING 1/2" PLYWOOD DECK CONT ALUM ROOF EDGE A104 CONSULTING, INC. FLASHING - KYNAR ( CONT 2x PT WOOD NAILER FINISH, MATCH P-1 1 oo 1 ENGINEERING, PA. 904.2645570 1 LANDSCAPING 1 INTERIOR DESIGN VARIES— DESIGN COOPERATIVE LLC 1 40 T/0 WOOD TRUSSES 121-011 DATE: 8.18.2017 1 VE REVISIONS T/O CMU 1 u 1 SEE STRUCTURAL DRAWINGS d� 1 PRE -ENG WD FOR LOCATION, SIZE, AND 6"x 6" ALUM BOX GUTTER W/ I 1 PARALLEL -CHORD REINFORCEMENT OF BOND BEAM OR TIE BEAMS KYNAR FINISH, MATCH P-1 1 1 TRUSSES @ 24"OC 1 1 CONT 2-2x4 ON CONT -- 4 3J8" STEEL ANGLE - SEE STRUCTURAL 9141 w 9'-3" TRUSS BEARING •. TRUSS BEARING SEE STRUCTURAL DRAWINGS 8" NOMINAL CMU FOR LOCATION, SIZE, AND REINFORCEMENT, OF BOND CEILING AS SCHEDULED BEAM OR TIE BEAMS BENJAMIN MOORE REGAL SELECT LOW LUSTER N401 - COLOR TO MATCH P-1 ALUM GUTTER - KNYAR FINISH, MATCH P-1 R-15 FIBERGLASS BATT 41 INSULATION 8" NOMINAL CMU 5/8" MOISTURE AND MOLD RESISTANT GYP BD, ON 3 5/8" LT GA METAL STUDS @ 16" OC 2 A313 F.R.P. WALL COVERING 1 _ DOWNSPOUTS TO TIE INTO STORM DRAINAGE ' ; RECESS SLAB 1 1/2" SYSTEM - TYP 1 1 FLOORING AS SCHEDULED FINISHED GRADE L - 1 REINF CONC SLAB OVER VAPOR BARRIER STRUCTURAL - - - --- :WALL SECTION 2 SCALE: 3/4" = V-0" )7 FLUID APPLIED AIR & WEATHER BARRIER SYSTEM 3 -PART STUCCO SYSTEM ON METAL LATH FINISHED GRADE 01-011 T/O COI SLAB SII CONCRETE FOOTING - SEE — STRUCTURAL 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 WALL SECTION SCALE: 3/4" = V-0" 1" PERMIT SET N .L_ _O (75 LIL 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 40 DATE: 8.18.2017 1 VE REVISIONS 4.20.2018 PROJECT NO: WALL SECTIONS A31 1 U J J Lu H w a O 0 Z w 0 u- 0 O Z O E Ce Lu CL z Lu Cn W Ce a x III Lu 2 F- O Z a Z C O LLJJ O Z Lu U O oc a w Ce w m Ce Lu w z J J Q F- 0 Z Q U J J W w CL O U Z W 0 u- 0 O CeIII CL Ce A w F- 0-4 0 z Q w U cew V) LL O F - z Lu oC F- z 1-4Z Q to z 0 U) F- 1 5 DELETED 1 4 DELETED 1 3 DELETED 1 2 DELETED. 1'-0" 8'-41/2" ENG WOOD SCISSOR TRUSSES @ 24" OC > (n U LL u- 0 O — 2x8 WOOD NAILER (CUT) OVER 8 ¢ a 2x4 WOOD NAILER I A316 u. w � 1 \ CONT 2x12 PT WOOD 1 LEDGER R-38 FIBERGLASS r BATT INSULATION 1 i 12 1 1 w 4 TYP 1 1 N x \ 1E.. 13'-4" T/O CMU n 1 \ 2 TYP 12 1 1 5/8" PT PLYWOOD 3/4" T&G WOOD CEILING �•. CONT BACKER ROD & SEALANT 8"x 4" FAUX WOOD RAFTER 2x8 PT WOOD RAFTERS @ 24" OC TWO (2) 2x8 PT WOOD TOP SEE STRUCTURAL DRAWINGS FOR I I PLATE - SEE STRUCTURAL LOCATION, SIZE, AND FOR ANCHORING REINFORCEMENT, OF BOND BEAM OR TIE BEAMS I I 1 I I ( I R-15 FIBERGLASS BATT INSULATION 5/8" MOISTURE RESISTANT GYP BD (UNLESS OTHERWISE NOTED) BASE AS SCHEDULED I I I I I 1 I I 8" NOMINAL CMU III I 3 PART STUCCO SYSTEM - PAINT, P-2 FLUID APPLIED AIR &WEATHER BARRIER I I I I 1 I I I FLUID APPLIED AIR & WEATHER BARRIER I I I I III I I I I I I I I / HOLD GYP BD 1/2" ABOVE SURFACE OF CONCRETE ' I I FLOORING AS SCHEDULED I 1 1'-0" 1 1 REINF CONC SLAB OVER REINF CONC SLAB OVER VAPOR BARRIER I," _-- 0 Z Lu w ASPHALT SHINGLES, UNDERLAYMENT, 1/2" PLYWOOD ROOF SHEATHING 2x6 PT WOOD BLOCKING BETWEEN RAFTERS CONT ALUM EAVE DRIP 12'-17/8"t T/O WO -06 -Bk EA 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 I —T/0 SLAB AT BASE OF POST WALL SECTION 1 SCALE: 3/4" = V-0" CONCRETE FOOTING - SEE STRUCTURAL PERMIT SET Cu L- 0 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 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 WALL SECTIONS A312