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HomeMy WebLinkAboutBREWERY BUILDING PLAN PAGE 1-16Building Dept- SLC FMO Permit# B-16-91 Project Name Islamorada Beer Co. BLDG Permit # 1603-0510 Address 3200 St Lucie Blvd City Ft Pierce Contractor CBT Construction & Development Address P.O. Box 1057 City Tavernier State FL Zip 33070 1 Telephone 1 (305)852-3002 Architect/Engineer N2 Architect Telephone ( 772) 220-4411 Occupancy Type Assembly/lndustrial Construction Type IIB Square Feet 24000 Occupant Load 267per pla ns Number of Stories Access Box Required Access Key Switch AFS Permit Required FA Permit Required FFP Permit General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be.pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office, 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. B. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVENTION CODE, 2012 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60,0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Notes Above and Required Revisions Below 1.Panic hardware is required on all exit doors. 2. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. Provide a remote test and inspect appliance equipped with an audible/visual indicator for each HVAC duct smoke detector. HVAC detector shall be tied into the fire alarm system. 3.The Installation or Alteration of Fire Sprinkler, Fire Alarm Systems require a separate review and permit. 4. Field inspections may required additional revisions. Page Ell of 11-1 Reviewed by Tony Jerger Date 04-12-16 ST. LUCIIlE COUNTY FIRE DISTRICT FIRE PREVENTION BUREAU Office of the Fire Marshal � M e i1111111111l11j s`. t-1_411111,0111 Telephone: (772) 621-3322 Fax: (772) 621.3604 FIRE WALLS PENETRATIONS HVAC/DAMPERS SMOKE TEST SPRINKLERS UNDERGROUND HYDRO SPRINKLERS ABOVEGROUND HYDRO SPRINKLER FINAL FIXED FIRE SUPPRESSION SYSTEMS FIRE ALARM FINAL BUILDING FINAL MISC. INSPECTIONS "Our F'usuity Serving Yours„ 5160 N.W. Milner Drive, Port S➢. Lucie, Florida 34983.3392 Telephone: (772) 621-3400 a Fax: (772) 621-3500 wwR,sRc1d,covan GENERAL NOTES SUM049Y OF WORK: 1 Project Description: Interior Improvement for a Beer Brewery and Tap Room. Work involved: a. Demolition: i. Cut and repair slab for proposed ADA Restrooms, Brewing Equipment and Bar Equipment. it. Remove and relocate existing mezzanine stairs as shown lit. Refer to Demolition Plan for full extent of work, b. Interior walls: i. Provide new interior walls of MIN. 3-5/8" 25 Ga metal studs with 5/8" drywall finish. ii. Refer to wall types for wall construction details and specifications. iii. Patch and repair existing drywall as required. c. Exterior Walls: i. Existing to remain. d. Interior Finishes: i, Interior finishes shall be selected by Owner. it. Refer to Finish Schedule for additional finishes. e. Mechanical: i. Refer to Mechanical Drawings for full scope of work, f. Electrical: i. Provide sighting and power per plans. ii. Refer to Electrical Drawings for full scope of work. g. Plumbing: i. Provide new ADA Restrooms per plans. it. Provide drinking fountains, service sink, and eye wash station in brewery space. iii. Refer to Plumbing Drawings for full scope of work. 3. Work completed shall mee; all local and state building code requirements. COORDINATION: 1. Cortractor snarl verify existing site conditions of project location prior to commencement of work. 2, Contra( mi shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shoAll or, the drawings, 3. Conti acto, responsible for coordinating all trades to complete work. Contractor shall issue full sets of drawings to sub- contrac o commissioned to complete the work. 4. Contractor shall verify space requirements and location of project utilities. 5. Contrac*ci shall field verify all dimensions of project. Do not scale drawings. 6. Contrac_6r shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work wir_hout proper notification to the Architect, the contractor will assume responsibility of work performed, 7 Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commeno,rnt,nt of the work without proper notification to the Architect, the contractor will assume responsibility of work performeu 8, Owner and CG:mtractor shall coordinate Schedule of values, Application of Payment, Construction Cost and any other fees related to this project. 9. Owner and Contractor shall coordinate Schedule of Construction and notify Architect of schedule. CHANGE PROCEDURES: 1. Architect will submit Supplemental Instructions for minor changes. r. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, tire contractor will assume responsibility of work performed. SUBMITTAL: I. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2 Prior, to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPORARY FACILITIES: I . Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shaft be responsible for maintaining a clean and safe construction site. 4. Contractoris responsible for the removal of all construction debris. MATERIAL : I. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. 2. Architect shall approve all product or material substitutions. CL� QSEOUT: 1. Contractor shall notify the Owner 30 days prior to the date of substantial completion. At the time of substantially complete, Contractor shall submit a list of Items (punch list) to be completed or corrected within the final days of construction. Owner and Contractor will set the project completion date. 2. Owner and/or Architect will make an inspection with seven (7) days of receipt of substantially complete punch list. Owner and/or Architect may add iterns to complete or correct prior to final completion. 3. Contractor shall leave site clean and free of any construction debris or equipment at the end of the project. 4. Contractor shall give Owner operating instructions for the mechanical, electrical, and other operating equipment installed for this project 5. Contractor shall submit to the Owner, all warranties, operating and maintenance manuals for the following products and equipment: a. Finish Hardware, Keying system b. Exit signage c. All installed Flooring d. Plumbing fixtures & accessories. e. Lighting. f. Ceiling System. 6. Owner may request additional warranties for other products. Contractor will be given notice prior to work. SYMBOLS Ch> Window AXX Detail Door ## Keyed Note [X] Room Name0 Interior Elevation xx.x > Wall Type xxX Exterior Elevation 1124 fl 0A1 Wall Section nxx Building Section PROJECT INFORMATION DESIGN PARAMETERS: Florida Building Code (5th Edition, 2014) Florida Residential Code (5th Edition, 2014) Florida Existing Building Code (5th Edition, 2014) Florida Plumbing Code (5th Edition, 2014) Florida Mechanical Code (5th Edition, 2014) Florida Fuel Gas Code (5th Edition, 2014) 2011 National Electric Code 2012 Florida Accessibility Code (5th Edition, 2014) Florida Energy Code (5th Edition, 2014) Florida Fire Prevention Code (5th Edition) 2013 National Fire Alarm Code - (NFPA-72) Building Design: Enclosed Ultimate Design Wind Speed: 160 mph THESE PLANS AND AQ,PPOp05E0W0AK Nominal Design Wind Speed: 124 mph ARE bUJWEGTTu ! 'Gc`"F!;l"IONS Building Category: Cate or II RE(ItNpEEjYh!Ltn1W:f'i%(hI��THAT a Wind Importance/Use Factor: 1.0 MAyp WEfE 61l'l'NlW("M10 Internal Pressure Coefficient: +/-0.18 CQMpLYWP'HAIJ.AAwt�OA144E QpES., Building Mean Height: 25'-0" Roof Overhang: +/- 2'-0" Roof Pitch: 1/4" Per Foot Slope/Existing Mansard 5/12 Exposure: C Impact Protection: Impact Resistant Glass (Existing) OCCUPANCY: Group 'A2' - Assembly and Group 'F2' - Factory Industrial CONSTRUCTION: Type IIB Sprinklered Existing exterior bearing walls - Pre -Cast Concrete Walls Existing Engineered Metal Bar Joists Int walls- MTL stds & drywall Roofing Material - Existing Built-up Roof System/Mandard Roof AREA TABULATIONS: Gross Square Footage: 24,000 sqft. Refer to Life Safety Plan for Occupant Load PROJECT CONTACTS ST. LUCIE COUNTY FIRE DISTRICT REVIEWED OR COMPLIAN SUBJECT TO FIELD INS P N SEE ATTACHED REVISI S EET REVIEWED BY: DATE: q-I)I G OWNERS: ARCHITECT: MEP ENGINEER: Islamorada Beer Company N2 architecture + design Ellis & Gritter Consulting Engineers Tyrone Bradley Niki L. Norton, R.A. Ben Ellis 82229 Overseas Highway 2081 SE Ocean Blvd., Ste. 1A 1106 North G Street, Ste. B Islamorada, Florida 33036 Stuart, Florida 34996 Lake Worth, Florida 33460 (305)508-9093 (772)220-4411 (561)370-3300 GENERAL CONTRACTOR: LIGHTING: CBT Construction Development Sesco Lighting WNWLEDPASTENERSORATTACHMENTS Chris Trentine Mark Thomas ARE THE F SPONSIEILPI, OF THE P.O. Box 1057 415 NW North River Drive COHTRACTOROFRECORD Tavernier, Florida 33070 Stuart, Florida 34994 (305) 852-3002 (772) 216-5505 ALTERATION INFORMATION Alterations, Level 1 FBC 5th Edition, Chapter 6 (Existing Buildings): Building Elements & Materials: Interior Finishes: Class C Means of Egress: (5) 4'-0" Exit Doors & (7) DBL Y-O" Doors Structural: Existing structure to remain, Modify existing slab in Brewery. Electrical: New Work Installed per FBC 5th Edition. Plumbing: Relocate plumbing as shown - see P-2. Mechanical: All new Mechanical work shall be done as per FBC 2014 Energy Conservation: N/A Alterations, Level 2 FBC 5th Edition, Chapter 7 (Existing Buildings): Building Elements & Materials: Interior Finishes: Fire Protection: Fire Alarm & Detection: Means of Egress: Accessibility: Structural: Electrical: Plumbing: Reroofing: Mechanical: Energy Conservation: Class C Shall be by Others (5) 4'-0" Exit Doors & (7) DBL T-0" Doors (4) Restrooms are accessible. Existing structure to remain, Modify existing slab in Brewery. New Work Installed per FBC Sth Edition. Relocate plumbing as shown - see P-2. N/A All new Mechanical work shall be done as per FBC 2014 N/A Alterations, Level 3 FBC 5th Edition, Chapter 8 (Existing Buildings): Building Elements & Materials: Interior Finishes: Fire Protection: Fire Alarm & Detection: Means of Egress: Accessibility: Structural: Electrical: Plumbing: Reroofing: Mechanical: Energy Conservation: Class C Shall be by Others (5) 4'-0" Exit Doors & (7) DBL T-0" Doors (4) Restrooms are accessible. Existing structure to remain, Modify existing slab in Brewery New Work Installed per FBC 5th Edition. Relocate plumbing as shown - see P-2. N/A All new Mechanical work shall be done as per FBC 2014 N/A ST, LUCIE COUM DATE DATE MECH: DATE: _ INDEX OF DRAWINGS Revised xx-xxx-xx Sheet Sheet Title a++'++++++++ + + + + + A0.1 Cover Sheet, General Information + Notes ■ A1.0 Demolition Plan + Notes ■ A1.1 Wall Types ■ A2.0 Life Safety Plan + Notes ■ A2.1 Ground Floor Plan + Notes ■ A2.1a Ground Floor Plan Slab Plan Details + Notes ■ A2.2 Mezzanine Floor Plan + Notes ■ A2.3 Brewery Equipment Plan + Equipment Schedule ■ A2.4 Enlarged Bar Plan + Equipment Schedule ■ A2.5 Roof Plan + Notes ■ A2.6 Ground Floor Reflected Ceiling Plan ■ A2.7 Mezzanine Reflected Ceiling Plan ■ A2.8 Schedules Details + Notes ■ A2.9 Enlarged Plans ■ A2.10 Interior Elevations ■ M-1 Mechanical Schedules Legend + Notes ■ M-2 First Floor Mechanical New Work ■ M-3 Second Floor Mechanical New Work ■ M-4 Mechanical Roof Plan ■ M-5 Enlarged Mechanical Plans ■ M-6 Mechanical Details ■ 97 P-1 Plumbing Schedule Le end + Notes;; " ■ P-2 First Floor Sanitary Plan"" ■ P-3 Mezzanine Sanitary Plan ■ P-4 First Floor Domestic Water Plan ■ P-5 Second Floor Domestic Water Plan ■ P-6 Enlarged Plumbing Plans ■ P-7 Plumbing Riser Diagrams ■ P-8 Plumbing Details ■ E-1 Electrical Schedules Legend + Notes ■ E-2 First Floor Electrical Power Plan ■ E-3 Mezzanine Electrical Power Plan ■ E-4 First Floor Electrical Lighting Plan ■ E-5 Mezzanine Lighting Plan ■ E-6 Electrical Roof Plan ■ E-7 Enlarged Power & Lighting Plan ■ E-8 Electrical Panel Schedules ■ FS-1 Fire Sprinkler Schedules Legend + Notes ■ FS-2 First Floor Fire Sprinkler Plan ■ FS- 3 Mezzanine Fire Sprinkler Plan ■ FS-4 Fire Sprinkler Details ■ C y O C'd N L O C my EaQ b o o a c vOi o N a al 'C 10 L @ N N U O O n C O y d T 0 C N ©11 O C C V O L L ' T ¢ C O U 'C' C v N v i T E E;j 3 as 0) 3 C p tJ rnv N y 3 L 9o$a =Y 0 O y 7 v C Ca L a c C L U -_ E=E Q a¢ a E a¢ aO o U) J N LL N N �D �F m n P C + N V 0) mo o� �W N + O U U N L V V (4 / J � a 0 n O N o N O Z° J Y_ -Cr Z Q F O L U U ^1_ W U rl \ L co E ru O EO - �U ® M N -0 LL c)LU Ql 0 � i O ECO � � d e-, in O Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet AO, Cover Sheet LL a v 0 0 Q Q N 00 M s m 3 7 v rr, 0 0 V OD c v E O 0 O V 0 m i is c 3 0 0 a i 0 c �3 m N O T C N a E 0 v rn 3 w to R (0 O E 00 N Ln 1 O i DEMOLITION NOTES 1. Do not consider demolition notes to be all inclusive. It is the Contractor's responsibility to inspect and assess the space and to fulfill the intent of the work indicated by the contract documents. Bring all deviations from the contract documents necessitated by field conditions to the attention of the Architect. 2. Cutting and removal indicated on the drawings are general indications only and do not necessarily show the full extent of cutting and removal which may be required by the job conditions. 3. Contractor shall verify and establish existing conditions and dimensions before proceeding with any portion of the work. 4. Contractor shall verify locations and extent of structure and items to be demolished and removed. 5. Extent of demolition and removal work is shown on drawings and and includes, but is not necessarily limited to the following; existing finished, partitions, doors, frames, ceiling systems and exterior wall systems, mechanical electrical and plumbing systems, exterior doors and windows. 6. Contractor shall obtain all permits required by local authorities having jurisdiction. 7. All demolition work shall be performed in accordance with all applicable local ordinances and building codes. 8. Remove and dispose of all structure and items as indicated, demolished and removed items shall be discarded. Transport demolished materials off of the owner's property and legally dispose of them. 9. Remove and salvage all items as indicated, deliver all items to owner's designated holding area. 10. Contractor is responsible for and will have control of demolition means, methods, and techniques, sequences and procedures. The contractor shall provide for the safety precautions and programs in connection with the work. The Architect will not be responsible for the Contractor's failure to carry out the work in accordance with the contract documents. 11. The Contractor shall visit the project site prior to demolition and/or contract negotiations and shall verify existing conditions with the demolition documents. Discrepancies between the demolition documents (and their intent) shall be brought to the Architect's attention for clarification. Bids shall not be submitted or contracts negotiated by the Contractor prior to clarification of the intent of the demolition documents where such intent is in doubt. 12. Contractor shall provide all necessary protection to portions of the work intended to be incorporated into the completed work. 13. Notify the Architect if undocumented Structural members are uncovered during the course of demolition. Keep the Architect notified of the progress of demolition. 14. Contractor shall coordinate all indicated demolition with plan locations indicated to endure proper location and dimension of demolished areas. Inform Architect of any discrepancies. 15. Existing wall finishes to remain intact, unless otherwise noted. Where damage has occurred, or patching is required due to demolition, provide new finish surface flush with existing. 16. Prior to the start of demolition and excavation work, the Contractor shall call 48 hours before digging; 1-800-432-4770 to locate all existing utility lines. Any disruption of utility services caused by failure of prior notification of utility companies shall 1 - DEMOLITION PLAN be the sole responsibility of the Contractor. And all costs associated with proper repair and restoration of damaged utility services shall be borne by the Contractor. 17. Architectural construction shall be removed only to the extent required. Patch to match existing adjacent construction. Where electrical wires are exposed, Contractor shall cap ends of cut wires to protect against electric shock. 18. Remove projections, hangers, bolts, nails, etc, from existing surfaces. Patch all holes to match adjacent surfaces to remain. 19. Contractor shall provide all necessary shoring and bracing to support existing structure until permanent supports are erected. Take all necessary measures to prevent the collapse of walls, slabs, roofs, etc. - Contractor shall provide signed shop drawings and engineering calculation, signed and sealed by an engineer. 20. Where extension of existing wall surface is necessary due to demolition of existing opening, patch and repair new wall surface to match adjacent existing. 21. It shall be the duty and responsibility of the contractor performing any cutting or welding to comply with safety provisions of NFPA's national fire codes pertaining to such work. Contractors shall be responsible for all damages resulting from failure to comply. 22. Contractor shall submit schedule of operations and action plan for owner's and Architect's approval. Schedule and action plan shall include: hours of operation, staging area and use of utility services. Hours of operation shall be governed by local jurisdiction and building operations. 23. Contractor shall submit waste approval plan, which shall include location plan of all debris dumpsters and shall be governed by local jurisdiction and building operations. 24. Contractor shall coordinate with owner on all systems and utilities shut-off requirements with building operations 25. Pedestrian Protection - the work of demolishing any building shall not be commenced until pedestrian protection is in place and approved by local color jurisdiction as governed by the FBC. 26. Water accumulation: Contractor shall make provisions to prevent to the accumulation of water and/or damage to any property or foundations on the premises or any adjoining property. 27. Utility connections: utility service connections shall be discontinued and capped in accordance with approved rules and regulations per the requirements of the authority having jurisdiction. 28. It is the Contractor's responsibility to keep the jobsite clean and clear of debris during demolition. Upon completion of the work the Contractor shall ensure that the job site has been cleaned to the owner's satisfaction, prior to the contractor vacating the site. 29. Relocate existing mezzanine staircase as shown, refer to A2.1. 30. Cut existing slab as required. Refer to Plumbing Plan for additional areas not shown on Demolition Plan. 31. Relocate existing fire sprinkler heads as required. This work shall be done by "Others" under a separate permit. WALL LEGEND EXISTING INTERIOR WALLS EXISTING EXTERIOR & ITEMS TO BE REMOVED WALLS TO REMAIN Alternate for Wire Mesh: Fiber mesh made of synthetic fiber manufacturer per ACI 544.IR-82. Fibers shall be a certified suitable replacement for welded wire fabric per SSTD 10-93. 12" #4 EPDXY DOWEL - EMBED MIN. 6" INTO EXISTNG CONC SLAB @ 48" o.c. ALONG CUT *Rebar not required cut openings less than 2" +/-2 d d I NEW PLUMBING OR ELEC. CONDUIT TYPICAL UNLESS NOTED OTHE ° bx 2 - SLAB REPAIR DETAIL EXISTING INTERIOR WALL PARTITIONS PATCH CONC. SLAB W/ 6x6-W1.4xW1.4 WIRE MESH OVER 6 MIL VAPOR BARRIER, 2,500 PSI CONC. Q -A 4 d °I a WELL -COMPACTED SOIL w/ TERMITE TREATED SOIL SCALE: 1/8" = 1'-0" SCALE: 1-1/2" = 1'-0" FI!�E C()PY O U y rn c0� c CO N LL N N + in r E N N m o 0 N cwn E Co o O N Ci a a O N t W O Z J Q i2 Z U J J f0 E O U v fo L. E fo W 0 L U (1) U L a) E E� 0:2 �U oM -0 LL O LU ro %` a) Ln C 3 CL Ln L. O � LL .Mi Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n l s 0 Demolition Plan • EXTEND GYP. BD. AND �>! INSULATION TO UNDERSIDE OF �. - ° ROOF DECK MTL BASE TRACK -SCREW FASTENERS @ 24" " °° a I °° O.C. TO DECK EXISTING TILT -UP CONCRETE ° - EXISTING TILT -UP CONCRETE } MTL BASE TRACK -SCREW FASTENERS @ 24" WALL e° ; - WALL a ` a �, � O.C. TO MEZZANINE/ROOF DECK .,. d 3-5/8" 25 GA. MTL STUDS @ 16" O.C. 5/8" GYP. BD. FINISH -PAINTED 3-5/8" 25 GA. MTL STUDS @ 16" O.C. X _ W/5/8" GYP. BD. FINISH PROVIDE EPDXY PAINT ° REFER TO FINISH SCHEDULE FOR r USE 20 GAUGE STUDS FOR WALLS FINISH - COLOR AS SELECTED BY ° ADDITIONAL FINISHES e - GREATER THAT 12'-0" IN HEIGHT. OWNER_. METAL FURRING 4° @ 16" O.C. ° MIN R5.0 RIGID BOARD ° R-11 BATT INSULATION 3-5/8" 25 GA. MTL STUDS @ 16" O.C. i ° 4 INSULATION TO ROOF DECK 4 w MTL STUD BRACING AT MIDWALL MTL STUD BRACING AT MIDWALL R-11 BATT INSULATION w A ° a ° • ° FINISHw 5/8" GYP. 8D. FINISH -PAINTED 5/8" GYP. SO. FINISH - PAINTED FLOORING AND BASE MATERIAL ° FLOORING AND BASE MATERIAL I ° BOTH SIDES BOTH SIDES AS PER FINISH SCHEDULE AS PER FINISH SCHEDULE ( w s MTL BASE TRACK W/ POWER ACTUATED MTL BASE TRACK W/ POWER ACTUATED ° FASTENERS @ 24" O.C. FASTENERS @ 24" O.C. e 4 -, FLOORING AND BASE MATERIAL AS PER FLOORING AND BASE MATERIAL AS PER A I ° FINISH SCHEDULE FINISH SCHEDULE f� 4° EXISTING CONCRETE FLOOR �" °- a°' EXISTING CONCRETE FLOOR 4°, 4EXISTING CONCRETE FLOOR°._.EXISTING CONCRETE ° a EXTERIOR WALL EXTERIOR WALL INTERIOR WALL PARTITION INTERIOR WALL PARTITION A 1 B 81 1 - WALL TYPES G L O C t N Y 318 0 0 3 O O.O N C N N C T V O L L OO '0°mv 3� 4—% y cc`ovd N N E a 3 �N yCL 3 G O yD Y=fit m N D .Q O L 0 VI y C N L N 3 S N y ++ c 0 m VI vt O GyGad•-0 ° C U D IY/1 L IO L C i D N= ¢u¢aEw< Q T C U w 01 LL N Of m j U + C f0 OU (� a) N C N '�n}T',, ) L L U U o: o N c n d+ O N MTL BASE TRACK -SCREW FASTENERS @ 24" MTL BASE TRACK -SCREW F NERS @ 24" MTL BA E TRACK -SCREW FASTENERS @ 24" 0 0 r--i O.C. TO ROOF DECK O.C. TO ROOF DECK O.C. TO i6OF DECK 14 4 C>C J Y Z 20 GA. MTL STUDS @ 12" O.C. �' 2X4 ACT FINISH 2X4 ACT FINISH EACH SIDE �R-ii BATT �8T0' O.C. BRACINGI@N 5/8" GYP. BD. FINISH - PAINTED BOTH SIDES MTL BASE TRACK W/ POWER ACTUATED FASTENERS @ 24" O.C. FLOORING AND BASE MATERIAL AS PER FINISH SCHEDULE d ° 4 : '' ' . °EXISTING CONCRETE FLOOR° 4 INTERIOR WALL PARTITION 3-5/8" 25 GA. MTL STUDS @ 16" O.C. MTL STUD BRACING AT MIDWALL R-11 BATT INSULATION 5/8" GYP. BD. FINISH -PAINTED BOTH SIDES MTL BASE TRACK W/ POWER ACTUATED FASTENERS @ 24" O.C. FLOORING AND BASE MATERIAL AS PER FINISH SCHEDULE a 4 °EXISTING CONCRETE FLOOR°. INTERIOR WALL PARTITION I" 25 GA. MTL STUDS @ 16" O.C. STUD BRACING AT MIDWALL BATT INSULATION 5/8" GYP. BD. FINISH - PAINTED BOTH SIDES MTL BASE TRACK W/ POWER ACTUATED FASTENERS @ 24" O.C. FLOORING AND BASE MATERIAL AS PER FINISH SCHEDULE "EXISTING CONCRETE FLOOR°. INTERIOR WALL PARTITION SCALE: 1" = 1L-0" J J E ® L U L N U Q) (3) U L coL) E ru 070 -0 U o M f6 L � � W LL0 o 0 �./� ED L O E fu C: _0 )` > :3 O Ln O M I —I IY LL v Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet A 1 m 1 Wall Types 18 PEOPLE a ry TEMP CONTROL ROOM 306 21' 2" . 21'-6" 106 16 PEOPLE heI (e� I a4l1 Vg =q EX. 20 PEOPLE GIFT SHOP FLOS 104 113- PERSON m BAR 103 .. 3._20. 5..4.E I, LJ 10 PEOPLE LT I 10 N J �rLJ 1 1_• 28'-4" PEOPLE EXB, 0„ N PEOPLE TAP ROOM ��) 101 63 PEOPLE EX. O'DEX. AEX.Poo 25 PEOPLE N L � 25'-0" 1 81'-0" BREWERY �. 109 C - - - - - - - - - - -- -- —— — — — — — — — — — —------------- .� ? II 75 PEOPLE II ❑ ❑ b II SitII o 0 C---------- - 42'-7" ---- a — — a — — I I O LL---------------------------------------------� 22'-9" OFFICE 102 ro - 1 - _ _ _rnmzm 31 PEOPLE 8 PEOPLE 1 - GROUND FLOOR LIFE -SAFETY PLAN 8 PEOPLE 21'-6" 25 PEOPLE 36-10" 96 PEOPLE n 10 E 35'-0' COOLER llo 4'-8" 16 -3" 25 PEOPLE EX. ^- SCALE: 3/32" = 1'-0" WALL LEGEND NEW INTERIOR WALL PARTITIONS EXISTING INTERIOR WALL PARTITIONS * REFER TO SHEET Al.1 FOR ALL WALL TYPES SYMBOLS EMERGENCY LIGHT FIXTURE * EXIT LIGHT O�H EXIT LIGHT FE FIRE EXTINGUISHER LIFE SAFETY FLORIDA BUILDING CODE 2014 EDITION, CH. 10 OCCUPANCY GROUP A2 - ASSEMBLY & GROUP F2 - FACTORY INDUSTRIAL MAXIMUM TRAVEL DISTANCE TO EXIT 300' (SPRINKLERED) MAXIMUM DEAD END CORRIDOR 50' MINIMUM CORRIDOR WIDTH 44INCHES CLEAR MINIMUM CLEAR OPENING OF DOORS 32 INCHES CLEAR MINIMUM STAIR WIDTH 44 INCHES CLEAR (50 OR MORE PEOPLE) EGRESS WIDTH PER PERSON 3/0 WIDE DOOR= 32" CLEAR 2-3/0 WIDE DOORS= 68" CLEAR 0.2/FLOOR 0.3/STAIR 170 PERSONS/OPENING 340 PERSONS/OPENING AREA & OCCUPANT LOAD SUMMARY (TABLE 1004.1.1) Total Area: 24,000 Gross SPACE AREA S.F. (net/gross) AREA S.F./OCCUPANT PERSONS GROUP A2 - ASSEMBLY 101 TAP ROOM 1,072 NET 15 NSF 71 102 OFFICE 816 GROSS 100 GSF 8 103 BAR 215 GROSS 200 GSF 1 104 GIFT SHOP 296 GROSS 30 GSF 10 TOTAL 90 TOTAL OCCUPIED S.F. 2,399 SQFT * 62 TOTAL SEATS PROVIDED GROUP F2 - FACTORY INDUSTRIAL 108 TEMP CONTROL ROOM 1,635 GROSS 100 GSF 16 109 BREWERY 15,092 GROSS 100 GSF 151 201STORAGE 655 GROSS 100 GSF 2 202 STORAGE 653 GROSS 100 GSF 2 203 STORAGE 653 GROSS 100 GSF 2 204 STORAGE 399 GROSS 100 GSF 1 205 STORAGE 254 GROSS 100 GSF 1 206 STORAGE 625 GROSS 100 GSF 2 TOTAL 177 TOTAL OCCUPIED S.F. 19,966 SQFT OVERALL TOTAL OCCUPIED S.F. 22,365 SQFT 267 TOTAL OCCUPANTS * 62 TOTAL SEATS PROVIDED TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES TOTAL No. OF PEOPLE BASED ON: 90 PEOPLE PER LIFE SAFETY CALCULATIONS SHEET A2.0 TOTAL 90 PEOPLE; 45 MEN, 45 WOMEN OCCUPANCY WATER CLOSETS LAVS D.F. SERVICE SINK UNISEX MEN WOMEN A2 - ASSEMBLY - BAR/TAVERN REQUIRED 1/40 1/40 1/75 1/500 1 - REQ. No. 2 2 2 1 1 PROVIDED 2 2 2 EACH 1 1 - AS PER SECTION 410.3 OF THE FBCP, A DRINKING FOUNTAIN WILL NOT BE REQUIRED. TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES TOTAL No. OF PEOPLE BASED ON: 177 PEOPLE PER LIFE SAFETY CALCULATIONS SHEET A2.0 TOTAL 177 PEOPLE; 89 MEN, 88 WOMEN OCCUPANCY WATER CLOSETS LAVS D.F. SERVICE SINK UNISEX F2 - FACTORY INDUSTRIAL REQUIRED 1/100 1/100 1/400 1 REQ. No. 2 2 1 1 PROVIDED 2 2 1 1 - NOTES: DRINKING FOUNTAIN TO BE PROVIDED SHALL BE AT ACCESSIBLE HEIGHT PER 2012 F.A.C. U yp C y W = N 0 U L m S L_ C xE ao 0 0 0 $H¢ D C '�3Jt yv QJ Q w"Oo Y L V a v L w w` a j- Y out 3 mamu°�iy U O M m 3 u 4-J c `o d w ¢ C 0M,2 P�>5 �9mEJ 3n.c° ` o N C w m •L C OCL VIL Cat N O Y Y Y N C v a;N0 u U m ¢u¢aEa¢ V U) _J N IL N ti mca^ 2 + MO)�..� N O 3 1C OLU (n 33 co 70 CO O U � U U L U J J E O L U w U ^L W^ U L m E 0 >� U L- M �o L LU ,rn O00 N E m L O c 3a0- � 0 Ln L. 1 ­4 a� LL �. Rev. # Date Project 15-0185 Number Status Const. Docs. Issue 11-Mar-16 date Sheet I 2 - SECOND FLOOR LIFE -SAFETY PLAN SCALE: 3/32" = 1'-0" A2.0 Life Safety Plans I XX KEY NOTES ❑1 2-top and 4 top tables as selected by Owner. �2 Wall mounted TV's as selected By Owner. ❑3 Bar top at 42" A.F.F. 4❑ Taper finish floor such that threshold at Exit does not exceed 1/2" max. as required by FBC 2014. �5 Class "2A-10BC" fire extinguishers. Wall mounted, top @ 5-0" max. ❑6 Existing covered Entry. ❑7 Provide minimum 2" air gap around perimeter of W.I.C. Seal sides along to the wall and cooler with break metal and epoxy caulk. �8 Merchandise cabinets and shelving shall be supplied by Owner and installed by GC. ❑9 Existing storefront doors to remain. 10 Existing 4'-0" wide hollow core metal man doors to remain. 11 Existing overhead doors to remain. 12 Existing metal stairs to remain/relocate. 1 GROUND FLOOR PLAN GENERAL NOTES 1. Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies 2. Dimensions are to framing, not to finish. 3. See Finish Schedule for wall finishes Sheet A2.8. 4. Refer to General Notes on cover sheet for full scope of work. S. Provide tempered glass for interior window systems. 6. Cabinetry throughout shall be as selected by Owner. 7. Provide (1) hi -low drinking fountain. 8. Provide blocking in walls where required. Coordinate with Owner on locations. 9. Equipment shall be supplied by Owner. 10. Provide wood blocking for cabinetry installation where applicable. 11. Refer to Sheet Al.1 for WALL TYPES. 12. Provide plywood backing for TV mounts - verify height and location with Owner prior to installation. 13. Provide Bar shop drawings for Owner review and approval. 14. Restroom accessories shall be selected by Owner and installed by GC. 15. Refer to A2.3 and A2.4 for Equipment Plans and Equipment Schedules. 40'-0" WALL LEGEND EXISTING INTERIOR WALL PARTITIONS NEW INTERIOR WALL PARTITIONS * REFER TO SHEET Al.1 FOR ALL WALL TYPES 4n'-a' SCALE: 1/8" = 1'-0" 1R croct R ..L O.t y � O N i in w c u 10�a2 uwicw d n c w. C A N O L L N 'p w Ea y vmow,2g>j O w N L 3 Y Z u0it c9 tLuwi o c wy y Om a w a w N ¢HLEa¢ 0)4CD 8 C -0 rn -J N ° LL N N N i t! mcc E C ,+ N N f6 D c.20 Lu (n NU) -0 O N U � U N S (6 U J J fu n E O L UC U l^L`) W U U \ VVJJW L /MA CN C M 0 -0� U L- M fu L. W -0 w LL O 0*1 0 v 00 E co L- 0 fu C j > d �� U) >, C Z3 O Ln O M I. q lly- ILL >s Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . i Ground Floor Plan EQUIPMENT LEG ON (1) #5 @ 24" MIN. 8" EMBEDMENT MIN. 12" X 12" X 1" THK EACH SIDE BAR TO BE COATED WITH STEEL BEARING PLATE - SEYMOUR GREEN EPDXY PAINT 1/2" EXPANSION 6" CONCRETE SLAB ON GRADE JOINT FILLER - -� REINFORCED WITH 6 X 6 W2.9 X W2.9 WWF WITH 3" CHAIRS AT 36"x36" GRID EQUIPMENT SLAB - MAX. ON 10 MIL. VAPOR BARRIER ON -1 CLEAN COMPACTED FILL • • C• (o � 13" CONCRETE SLAB ON GRADE WITH #5 TRANSVERSE BARS AT 12" O.C. MAX. TOP AND BOTTOM ON 10 MIL. VAPOR BARRIER ON TERMITE TREATED CLEAN COMPACTED FILL CONTINUOUS #5 BARS AT 6" O.C. MAX. TOP AND BOTTOM ON 3" CHAIRS AT 36"x36" GRID MAX. CONTRACTOR TO VERIFY SOIL BEARING PRESSURE OF 2500 PSF MIN. 0 2 - SLAB DETAILS f 74'-4 3/4" km M GENERAL NOTES 1. Field verify all existing dimensions prior to pouring of new concrete slabs/footings. Notify Architect of any discrepancies. 2. Coordination with Owner location of Equipment Slabs prior to pour. 3. Slab dimensions are shown for reference only. GC to coordinate overall size with size of actual equipment and equipment spacing. 4, Trench drains are as selected by Owner. Install as per manufacturer specifications. 5. Top of trench drain grate shall be set at -0'-2" to allow for positive drainage. 6. Outside perimeter of new concrete slabs and concrete equipment slabs shall be at 0'-0" to allow for a 2" slope to all trench drains. The minimum thickness required for the equipment slabs shall be maintained. 7. Notify Architect immediately is installation method of trench drain differs from what is shown. 8. Refer to A1.0 for typical slab repair detail. 9. New concrete structural slab shall cure for a minimum of 28 days before being fully loaded. - PRE -FABRICATED TRENCH DRAIN - INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 6" CONCRETE SLAB ON GRADE REINFORCED WITH 6 X 6 W2.9 X W2.9 WWF WITH 3" CHAIRS AT 36"x36" GRID MAX. ON 10 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL SLOPE _ SLOPE _ CONTRACTOR TO VERIFY SOIL BEARING PRESSURE OF 2500 PSF MIN. O ---=TRENCH=6 WAF-V 30'-10 1/2" PRE -FABRICATE TRENCH DRAIN SYSTEM AS SELECTED BY OWNER - INSTALL AS PER MANUFACTURER SPE�diIFICATIONS INSTALL TOP 00 TRENCH DRAIN @ -0'-2" SLOPE NEW SLAB/FOOTINGS TO NEW - TRENCH DRAINS (TYP.) ALL LOCATIONS MIN. 13" DEEP CONCRETE SLAB WITH #5'S @ 6" O.C. CONTINUOUS TOP AND BOTTOM. PROVIDE 3" CHAIRS ON A 36" GRID FOR BOTTOM LAYER. PROVIDE #5'S @ 12" O.C. IN TRANSVERSE DIRECTION OVER 10 MIL VAPOR BARRIER AND CLEAN TERMITE TREATED COMPACTED FILL PRE -FABRICATED TRENCH DRAIN - INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. EQUIPMENT LEG ON MIN. 12" X 12" X 1" THK STEEL BEARING PLATE GENERAL NOTES: FOUNDATION PLAN 1. CONCRETE 2. REINFORCING e. protect for reinforcing: a. shall be Class 1. a. shall meet ASTM standards for 60 Grade, floor slab: 3" min. cover from top b. shall meet 5" Slump Test. b. vertical reinforcing shall be 3/4" from 2" min. cover from bottom c. shall meet 3000 psi compressive (W/C ratio = 0.5) masonry. over 10 mil vapor barrier strength after 28-day cure. c. vertical reinforcing shall extend from footing: 3" min. cover d. Grade floor slab for drainage, footing through pre -cast lintels. walls: 1-1/2" min. cover e. Finish concrete with single trowel. d. horizontal reinforcing shall be cont. for beams: 1-1/2" min. cover I. footing design based on soil bearing pre -cast lintels over openings. capacity of 2500 psf d. horizontal reinforcing lapping shall a min. 22". 3. SOIL BEARING CAPACITY a. shall meet 2500 psf (General Contractor to verify). '� o � r�iZ �\�i ,�i�r�{i`16'���ij�Y;A'�`bN GRADE WITH #5 TRANSVERSE O �,.,���' `8kf{S AT 12' O.C. MAX. TOP AND BOTTOM ON 10 MIL. VAPOR BARRIER ON TERMITE TREATED CLEAN COMPACTED FILL CONTINUOUS #5 BARS AT 6" O,C. MAX. TOP AND BOTTOM ON 3" CHAIRS AT 36"x36" GRID MAX. rCONTRACTOR TO VERIFY SOIL BEARING PRESSURE OF 2500 PSF MIN. O boo 79'-6 3/4" 01 2A EQUIPMENT LEG ON MIN. 12" X 12" X 1" THK STEEL BEARING PLATE 13 OF SLAB 13 _0 0'-0" FUTURE EXPANSION 213ii/v (@A `a — — — -------------TRENQMAIN \ II I I I ,� I 2D TOP OF SLAB F S 13�+ TOP OLAB Al 1 I'. M f41'-8 asa. �ora- 1 - GROUND FLOOR STRUCTURAL PLAN hd�_b 1/4" i 0 FUTURE EXPANSION ---� " ". 'i; �'� ;C /i.`�J _^ ,h �ii/ v°'I• '- N• � .,. ' !� 3�4 .. , Fes". _< � O� O �_ _� �� \. \._ " g Ja �' a FII�U,RE EXPANSION �o a� 0,;� F.. A ice. �, �• �b . . L`S__S EQUIPMENT SLAB C i• PRE -FABRICATED TRENCH DRAIN - INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 6" CONCRETE SLAB ON GRADE REINFORCED WITH 6 X 6 W2.9 X W2.9 WWF WITH 3" CHAIRS AT 36"x36" GRID MAX. ON 10 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL 13" CONCRETE SLAB ON GRADE WITH #5 TRANSVERSE BARS AT 12" O.C. MAX. TOP AND BOTTOM ON 10 MIL. VAPOR BARRIER ON TERMITE TREATED CLEAN COMPACTED FILL CONTINUOUS #5 BARS AT 6" O.C. MAX. TOP AND BOTTOM ON 3" CHAIRS AT 36"x36" GRID MAX. CONTRACTOR TO VERIFY SOIL BEARING PRESSURE OF 2500 PSF MIN, O PRE -FABRICATE TRENCH DRAIN SYSTEM AS SELECTED BY OWNER - INSTALL AS PER MANUFACTURER SPECIFICATIONS INSTALL TOP OF TRENCH DRAIN @ -0'-2" t54'-10" ----'f - - - - - - - - - - --v-----fi------o-------- rp` MIN. 13" DEEP CONCRETE SLAB WITH #5'S @ 6" O.C. CONTINUOUS TOP AND BOTTOM. PROVIDE 3" CHAIRS ON A 36" GRID FOR BOTTOM LAYER. PROVIDE #5'S @ 12" O.C. IN TRANSVERSE DIRECTION OVER 10 MIL VAPOR BARRIER AND CLEAN TERMITE TREATED COMPACTED FILL SCALE: 1/2" = 1'-0" SCALE: 1/8" = V-0" d y c U' 0 L N W � N N L O Sao o0Na�� at$0ou01i3 d Y yp V O C OO C y i L L M 100ma 3H Ev '~ cc 0 y a d m y vt; >.� 9 E�3ns a Ul N y O 4 O O L O �� ■ CL c w 3 t 4 n �' tJ uu11 Oc-.- a `vccH m U c yrnv $ N U) N LL N W � 2 F 25 m S C + cc N N O O V, Lu Cn a) ­0 O N T U � c.) L ¢ d eo G ON zo J a x z art � U J • V E O U �J W � L n , W E 0 -0 -0 U L- in a) 0 -0 LL O O m (5® fo C: a Ln �. O 3: C: L.O Ln 1­4 ry LL Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet AZ . i a Structural Floor Plan XX KEY NOTES ❑1 2-top and 4 top tables as selected by Owner. ❑2 Wall mounted TV's as selected By Owner. 1-31 Bar top at 42" A.F.F. 44 Taper finish floor such that threshold at Exit does not exceed 1/2" max. as required by FBC 2014. ❑S Class "2A-10BC" fire extinguishers. Wall mounted, top @ 5'-0" max. �6 Existing covered Entry. F7 Provide minimum 2" air gap around perimeter of W.I.C. Seal sides along to the wall and cooler with break metal and epoxy caulk. ❑8 Merchandise cabinets and shelving shall be supplied by Owner and installed by GC. 99 Existing storefront doors to remain. 10 Existing 4'-0" wide hollow core metal man doors to remain. 11 Existing overhead doors to remain. 12 Existing metal stairs to remain/relocate. 1 - MEZZANINE FLOOR PLAN GENERAL NOTES 1. Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies 2. Dimensions are to framing, not to finish. 3. See Finish Schedule for wall finishes Sheet A2.8. 4. Refer to General Notes on cover sheet for full scope of work. 5. Provide tempered glass for interior window systems. 6. Cabinetry throughout shall be as selected by Owner. 7. Provide (1) hi -low drinking fountain. S. Provide blocking in walls where required. Coordinate with Owner on locations. 9. Equipment shall be supplied by Owner. 10. Provide wood blocking for cabinetry installation where applicable. 11. Refer to Sheet Al.I for WALL TYPES. 12. Provide plywood backing for TV mounts - verify height and location with Owner prior to installation. 13. Provide Bar shop drawings for Owner review and approval. 14. Restroom accessories shall be selected by Owner and installed by GC. 15. Refer to A2.3 and A2.4 for Equipment Plans and Equipment Schedules. WALL LEGEND / EXISTING EXTERIOR WALLS TO REMAIN EXISTING INTERIOR WALL PARTITIONS NEW INTERIOR WALL PARTITIONS * REFER TO SHEET A1.1 FOR ALL WALL TYPES SCALE: 1/8" = V-0" a a- '(W t {p J = u O C t L O N C U rnY Ev �o �a �v vacs„ aL,L ° o v c 3a 0 n u2 `w a -o c E m a 4 w m m w E a 3 3 m v me4 10 w a o a y L = L 3 i u O Q Ou Q a E c 7 u 'a in N m N LL N L ca m D + N � co U O V O CDU) E 0 0 N At Q C2 C O t O z J Y_ z U J J Q E O U ca MID ra L. O E fu U) H Rev. # I Date Project 15-0185 Number Status Const. D Issue 11-Mar-'. date Sheet n 2 Mezza Floor f XXX EQUIPMENT LIST Electric Requirements Gas Requirements Plumbing Requirements OTY. Equipment Category ROOM # Manufacturer Model Number Notes (See DTV Equipment Category Below) Volta Phase AMPS Direct? Plug? Location NEMA BTUs Size Location Hot Location Cold Location Drain/Size Location BRl 1 BREW HOUSE MOTOR PANEL 109 MACDONALD - 600 3 80 X 1.2.3 BR12 1 BEVERAGE CAN FILLING BR13 1 BOTTLING MACHINE BR2 1 BREW HOUSE PLC CONTROL PANEL 109 MACDONALD - 120 1 30 X 1,2,3 BR14 I LABELER BR3a 2 GLYCOL CONDENSOR EXTERIOR DRAKE ES400D - - - - 1,2,3 BR15 1 WALK-IN COOLER BR3b 2 GLYCOL EVAPORATOR 109 DRAKE ES400D - - - - 1,2,3 BR16 1 BREW HOUSE BR4 1 BOILER 109 BOILERSMITH - - - _ 1,2,3 BR17 1 80 HE CLT BR5 1 RECEPTACLE FOR PORTABLE PUMP 109 MACDONALD - 460 3 15 1,2,3 BR1B 3 120 BBL CCT BR6 1 RECEPTACLE FOR PORTABLE PUMP 109 MACDONALD - 460 3 15 1,2,3 BR19 1 120 BBL BBT BR7 1 RECEPTACLE FOR PORTABLE PUMP 109 MACDONALD - 460 3 15 1,2,3 BR20 2 90 BBL CCT BRBa 1 GRAIN MILL 109 HDP BREWING - - - - - 1,2,3 BR21 2 30 BBL CCT R 1 CONDUIT FROM BREW HOUSE PANEL TO MILL ROOM: 2-MOTORS - 3HP EACH 309 MACDONALD - _ - - 1,2,3 BR22 1 120 HE HUT BR9 1 2" PVC CONDUIT FROM BREW HOUSE PANEL TO WATER HOUSE PANEL 109 MACDONALD 1, 2,3 BR23 1 COMPRESSOR gR24 2 500 LB CO2 TANKS BR10 1 CABLE TRAY 2"H X 4"W: AIR & CONTROL FROM BREW HOUSE PANEL ONLY 109 MACDONALD - - - - _ 1,2,3 BR25 - TRENCH DRAIN SYSTEM BR26 1 EYE WASH STATION BRIT 1 SEPARATION MODULE 109 ALFA LAVAL BREW 80 - - - _ 1,2,3 NOTES: 1. See Equipment Specification Sheets prior to installation for outlet sizing & location. 2. Verify all drain size & location requirements with equipment cut sheets prior to installation. 3. Review Mechanical Drawings for requirements for Exhaust Systems. FLR3a]BR3a 1 - BREWERY EQUIPMENT PLAN XXX EQUIPMENT LIST Electric Requirements Gas Requirements Plumbing Requirements ROOM # Manufacturer Model Number Volts Phase AMPS Direct? Plug? Location NEMA BTUs Size Location Hal Location Cold Location DreinlSize Location 109 PALMER 12/1-45 CANNING 109 109 109 109 109 109 109 109 109 109 109 109 109 109 ARCTIC MACDONALD MACDONALD MACDONALD MACDONALD MACDONALD MACDONALD MACDONALD NUCO2 SCALE;. 1/8" = 11-011 Notes (See Below) T1 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 W y0 Uou y W 0 T s omc L o O w N ¢ C Y n v r O 0 ry nt ,� o w 3 � ,✓�� .� U N O ut m c ion m,nv o n o m c v OO m o m v - " L u 3 .ice E o c ¢ c o m 0 m no .`Iq E�3nt t, m _ m � rnL uti 3 L a O m mio L C a ON O m of o ,M „ 3 Q 3 3 U v � O ILO Y lU n q)C - . ✓ Y 7 _ U ant��or c ` m c ¢ u < m E a ¢ 4) tU NO3 'p 1n J LL N N r + 'a U) " N 0% fR ) c LU a) �11 E W T 0 N U � U N L ^ L d � tO o eM Z J ¢ r Y 1k__ Z Zi— V IU J J fu Q E O L U L U U M� W E fu Efu O ,a U o fin � -0wrn � c O Mw L. m U)i 00 O c 3a� (u O L Ln Pi oC LOL Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . /Brewery Equipment Plan 1 - ENLARGED BAR PLAN SCALE: 1/2" = V-0" 2 - BAR SECTION 2'-4" 1" 3" 2'-0" 1W 2'-2" 3"W x 1"D TROUGH FOR OVER SPILL @ BAR EQUIP. SIDE ALONG THE ENTIRE BAR TOP -PROVIDE STAINLESS STEEL PERFORATED CAP ALONG TROUGH CONNECT BAR TOP TO WOOD BLOCKING BAR TOP AS SELECTED BY OWNER 1'-0" 2X6 WOOD BLKG MTL. BASE TRACK -SCREW FASTENERS @ 24" o.c. TO WOOD BLKG. 5/8" COX PLYWOOD FINISH AS SELECTED BY EACH SIDE OWNER BLACK FRP L` LZ EQUIPMENT MTL. STUD BRACING Q @ 24" ox. N GALVANIZED STEEL- FOOT RAILIN( MOUNTED TO FLOOR-7 6" 16 ga. MTL. STUD w/ @ 16" o.c. MTL. BASE TRACK w/- POWDER ACTUATED FASTENERS @ 24" o.c. FLOORING PER SCHEDULE a FLOORING ReR SCHEDULE d ° a Q. - d EXISTING CONCRETE FLOOR 8. e d d . ° x , d FIL-Ar COPY SCALE: 1-1/2" = 1'-0" N L O C U w U V U 0 M.9 L C EL_ L E a Qa o C O a C N 0 O aty0ouvi 3 J 0 0 0 C W a+ C Tvl OLL O E�ma�3E a-J v Q cco a o' mEa3aL 3 c � w rn v y y 3 L c `o 0 m a o L o a VI L C L UI y CLY N N O U av,La c�L C q C L Q uQa Ea¢ f0 4Eo C v d -0 (n J N LL N N > - (V L N(D LL m j I' + N r N 0 C _0) w U) E C C O + O U N U N U L U J J f/o � �..1� E O L U C L U U M� W E 0 -0 U o M fu L. Q) -0 LL O 0) O 0 00 LL (A i O c Via.. (10 O F—I f — c� LL Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . Enlarged Bar Plan 1 - ROOF PLAN GENERAL NOTES 1. Existing roof to remain. Patch and repair as required. 2. Field verify existing conditions prior to construction. Notify Architect of any discrepancies prior to commencement of work. 3. Refer to Mechanical, Electrical and Plumbing drawings for additional information. SCALE: 1/8" = V-0" Q Y O G U 0 C _ L O m c L- C o��Ev�c�i A 3 W O L a0+ N t V Y Y J O O m C W O m = 3 a-J E a c oa v a �T O A O y i aa O �-'�oEm3aL L a. `o N v m Y ` M = N O L O N O y c L O 3 c ay. m 3 Omy a; aw m U< = N = uu¢n Eaa fa Qom o C V U N '9Mo p LL N N 4% > -E R L m J n i + N U)N V}�� / O W coE+ o O N U � U N L ^ L Q K cp = N O N t 0 o rn rh Z K J Q ~ Z U J J C f6 Q E O L U L U U M� W C O - �U o M � O -0 O ca - " E c a... fu C in F--1 >` li i O U- O M Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 n 5 Roof Plan m C 3 N m m m L 0 E N CO CO Ul WALL SP (RI SP PLACE OF CROSS TEE) 2 - ACOUSTICAL CEILING DETAIL 1 - GROUND FLOOR REFLECTED CEILING PLAN HANGER WIRE (12-GA. GALVANIZED STEEL WIRE) ULL TIMES (ERFED AND 3ABBETED ACOUSTICAL TILE CEILING SCALE: N.T.S. a a e a 'Q a c a d ad a Q d a d da a G a o � � 3 - LIGHT RAIL DETAIL EXISTING EXTERIOR WALL CONTINUOUS 2X WOOD BLOCKING ATTACH WITH #10 SCREWS @ 12" O.C. STAGGERED CONTINUOUS LED LIGHT STRIP BOTTOM OF RAIL 12'-0" A.F.F. 1X WOOD TRIM DISTRESSED AND STAINED - COLOR TO BE SELECTED BY OWNER. MITRE ALL POINT OF CONNECTION 5/8" GYP. BD. FINISH SCALE: 1-1/2" = 1'-0" RCP LEGEND 2X4 Acoustical F=7 2x4 Fluorescent Light Ceiling Tile & Grid Painted Gypsum Wallboard Ceiling Exposed Ceiling Bar Joist & Metal Decking White Whisperwave Clouds by Acoustical Solutions, Inc. (Or Approved Equal) 4' x 8' Mounted to Bar Joists Above Fluorescent Light Pendant Light Fixture Track Lighting LED Tape Light - Located at Tap Room SCALE: 1/8" = 1'-0" tw. New Light at Restroom Selected by Owner Emergency Light Fixture Exit Light Fixture w/ Emg. Light Supply Diffusers Return Grill v y° C U d U uNi L O p C L_ C rn ` E ¢ e O a C ° ° nr h3 m N t O ° c N V C T yV O L L O EU3U, a N m Ea3ar 10 C �p �L a' -Y c oL, Nag O L O O amLa caL C p C ` U a°aDEaa a m E C N V O a U) N LL N > t R L m _7 LO (n ^` ON WC ILU n co N 1 CI a) U i U a) L V CU ON co -14 U J J C ^^fu CL E O L a) U C a, U �1L W U VW L coAl E O ,O -0 �U O M fu L QJ '0 a: O O� O M LU � Co i O fu C: > Lfl L. C = L. O 0 M 1---I � U— Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . 6 Grnd. Floor Reflected Ceiling Plan WALL SP (RI SP PLACE OF CROSS TEE) 2 - ACOUSTICAL CEILING DETAIL HANGER WIRE(32-GA. GALVANIZED STEEL WIRE) ULL TIMES (ERFED AND LABBETED ACOUSTICAL TILE EILING SCALE: N.T.S. 2X4 Acoustical Ceiling Tile & Grid Painted Gypsum Wallboard Ceiling Exposed Ceiling Bar Joist & Metal Decking 2x4 Fluorescent Light F= F=7 Fluorescent Light Pendant Light Fixture Track Lighting White Whisperwave Clouds by Acoustical Solutions, Inc. (Or Approved Equal) . . LED Tape 4' x 8' Mounted to Bar Light - Located Joists Above at Tap Room ' FA MH::20' MH: 20' MH: 2 : 20' MH: 2 M : 20' t ii MH: 20' MH 20' MH: 20' A.F.F. „ A.F.F. '^ A.F. F.F. A.F.F.F.F. A.F.F. A. F. A.F.F. M M, I A. F. A. F.F A F FO E6, s 4 I - -�- - - 1 it - - A.F. .F.F. A.F.F. _J ' MH: 20'' A .F.F. t ,EXPOS* QEIOLING EXPOSED CEIILING EXPO 4 ! ? MH: 20' MH: 20' MH: t9' MH: f9' A.F.F. MH: 2 ' :.20' MH: 20 MI 20' MH: 20' MH A. 20' F. A.F.F. A.F.F. A.F.F. A,F.F F.F. A.F.F. A F. A.F.F. I' STORAGE : MEZZANINE M� MD 20' MH 20' EXPOSED CEILING ��, I 0 'F' � A. .F. I F @ 11-0- h II I MH: 2 N 1: 20' r k, I MH: MH: _. I A.F. F.F. A.FF. A.F F9, i I I I,_ g MH: 2. M : 20' MH: 20' MH 20' MH: 20' � I A.F.F. A F. A.F.F. MH: MA. F. F. I � r= I ' III v: MH: 20' M : 20' MH: 20' F.F. A.F.F. .F. II A.F.F. A. F. A.F.F. A.F I I II I I I I EXPOSED'. CEILING '. I J_ I I' I _. _.. I TO G I @ t 24'_0" _ S RA G E 204 2 5 TO G TO G TO G 2 2 2 3 o aI III EI ING @ 8 -0" CEILIN @-0' CEI IN @ '-0" CE LIN @ '-0' I EIL NG 8' 0" 1 - MEZZANINE/SECOND REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" New Light at Restroom Selected by Owner Emergency Light Fixture Exit Light Fixture w/ Emg. Light Supply Diffusers Return Grill N y C N N N W w T " U C L_ L O p C E Q ? O my C O N a C ow N "�': >; ar a `v � nr L..�`o u01i3 m a m 0 cv u n O C c m Y Q T U C O= @ MMvU3U a C r Y 3 m c a M t! •� Y v O s+ Y Wa. OL O c w • m '3 � LL 3 y - u m._,_• ay. w o p L a C L C C U U Q ¢a EaQ Q rn o "T + c a U 20, v v U) J N IL N W s 0 + m M E 0 U) N C: M 3 (n a) 33 co N E N o N U N Fz� L co U J fu O L U C: U ^^L U �W W E E fa 0 �U L. 0) L a)'0 W E: M 0 L. m i 00 O E � 3 'a (10 _ L Ln O O O M Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . 7 Mezzanine Reflected Ceiling Plan WINDOW SCHEDULE WIN TYPE SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER (STYLE) MODEL #/SERIES TYPE NOTES: (SEE BELOW) WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDW. A 15'-4" 6'-0" - - - A WHITE - BY OWNER TBD FIXED 1,2,3 B 20'-30" 6'-01, - - - B WHITE - BY OWNER TBD FIXED 1,2,3 C 8'-0" 4'-0" - - - C WHITE - BY OWNER TBD FIXED 1,2,3 NOTES 1. WINDOW AND GLASS COLOR AS SELECTED BY OWNER. 2, VERIFY ROUGH OPENING SIZES WITH MANUFACTURER PRIOR TO CONSTRUCTION. 3. REFER TO WINDOW ELEVATIONS FOR SIZE AND CONFIGURATION. 15'-4" T-4" 4'-0" 4'-0" 4'-0" o o ti � lozB v 0 20'-10" 3'-6" _.3 6 O WINDOW ELEVATIONS f� SCALE: 1/4" = 1'-0" FINISH SCHEDULE NOTES: ROOM FLOOR WALL BASE WALLS OTHER FINISHES CEILINGS CROWN MOULDING (SEE BELOW) NO. ROOM NAME TYPE TYPE N E S W MAT'L HT./A.F.F. FINISH MODEL # 301 TAP ROOM PC PWD PGW PGW PGW PGW - EXP +/- 24'-0" - - 1,2,3 102 OFFICE PC PWD PGW PGW PGW PGW - EXP +/- 14'-0" - - 1,2,3 103 BAR PC PWD PGW PGW PGW PGW FRP EXP +/-24'-0" - - 1,2,3 104 GIFT SHOP PC PWD PGW PGW PGW PGW - E%P +/-14'-0" - - 1,2,3 105 MEN CT CT COVE PMRGW PMRGW PMRGW PMRGW TILE AT 48" A.F.F. PGW +/- 9'-0" - - 1.2.3 106 WOMEN CT CT COVE PMRGW PMRGW PMRGW PMRGW TILE AT 48" A.F.F PGW +/- 9'-0" - - 1,2,3 107 COOLER - - - - - - - - 108 TEMP CONTROL ROOM PC PWD PGW PGW PGW PGW - EXP +/-24'-0" - - 1,2,3,4 109 BREWERY PC - UNFIN UNFIN UNFIN PGW - EXP +/- 24'-0" - - 1,2,3 110 COOLER PC MFR HER HER MFR MFR - MFR - - - - III NEW RESTROOM CT CT COVE PMRGW PMRGW PMRGW PMRGW FRP AT 48" A.F.F. PGW 9'-01. - - 1,2,3 112 EXISTING RESTROOM CT CT COVE PMRGW PMRGW PMRGW PMRGW FRP AT 48" A.F.F PGW 9'-0" - - 1,2,3 113 CLOSET PC PWD PGW PGW PGW PGW - PGW 9'-0" - - 1,2,3 201 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT 8'-01. - - 1,2,3 202 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT 8'-0" - - 1,2,3 203 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT B.'U, - - 1,2,3 204 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT 8'-0" - - 1,2,3 205 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT W-0" - - 1,2,3 206 STORAGE EXIST. VIN PGW PGW PGW PGW - ACT 8'-0" - - 1,2,3 FINISH LEGEND BFC BROOM FINISHED CONCRETE PWD PAINTED WOOD MOULDING, BASE OR TRIM PGW PAINTED GYPSUM WALLBOARD PC POLISHED CONCRETE CT COVE COVE TILE BASE - AS PMRGW PAINTED MOISTURE -RESISTANT GYP. WALLED SELECTED BY OWNER CT CERAMIC TILE FLOOR UNFIN UNFINISHED WALLS AS SELECTED BY OWNER EXP EXPOSED CEILINGS FRP FIBER REINFORCED PLASTIC -COLOR VIN VINYL COVE BASE EXIST. EXISTING TO REMAIN AS SELECTED BY OWNER AS SELECTED BY OWNER ACT 2X4 ACOUSTICAL CEILING TILE 15/16", FINE MFR MANUFACTURER FISSURED WHITE SPECIFICATIONS NOTES 1. BATHROOMS PARTITIONS TO BE SOLID PLASTIC AS SELECTED BY OWNER. 2. FINISH CLASSIFICATIONS FOR WALL, CEILING, AND FLOOR FINISHES: INTERIOR WALL & CEILING FINISH REQUIREMENTS AS PER TABLE 803: EXIT ENCLOSURES & EXIT PASSAGEWAYS CLASS B CORRIDORS CLASS B ROOMS & ENCLOSED SPACES CLASS C FLOOR FINISH CLASSIFICATION SHALL BE CLASS l[ OR GREATER AS PER FBC SECTION 804 3. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR ALL FINISHES AS LISTED BELOW: CLASS A FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED INDEX 0-450 CLASS B FLAME SPREAD INDEX 26-7S, SMOKE -DEVELOPED INDEX 0-450 CLASS C FLAME SPREAD INDEX 76-200, SMOKE -DEVELOPED INDEX 0-450 FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804 4. DRYWALL CEILING AT ROLL -UP DOOR. (2) 3-5/8" MTL STUD HDR 2x4 WD. BUCK WINDOW -SEE - SCHEDULE CAULK FULL FRAME PERIMETER, TYP. SCHEDULE HEAD G� 5/8" GYP. BD BOTH SIDES, TYP. WD. SHIM FINISHED WD CASING PTD. GRADE WD. FRAME 5/8" GYP. BD. BOTH SIDES, TYP. FINISHED WD CASING -(2) 3-5/8" MTL STUDS PTD. GRADE WD. FRAME VERIFY w/ OWNER FIN. WOOD SILL FIN. WOOD TRIM SILL FIXED WINDOW NOTE: NO WOOD TRIM AT WINDOW 'C' WINDOW HEAD -SILL -JAMB DETAILS SCALE: 1-1/2" = 1'-0" DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE BELOW) WIDTH HEIGHT THICK MAT. FINISH HOW. TYPE ELEV. MDL, MAT. FINISH T'HOLD 102A 6'-0" 8'-0" 1.375 SCW STD 3 BARN DOOR - - - - - 1,2,3,4 102B T-0" B'-0" 1.375 SCW PTD 1 FRENCH - - WD PTD - 1,2,3,4 103 3'-0" 8'-0" 1.375 SCW PTD 1 FRENCH - - WD PTD - 1,2,3,4 105 3'-0" 8'-0" 7.375 SCW PTD 5 FLUSH - - WD PTD - 1,2,3,4 106 3'-0" 8'-01. 1.375 SCW PTD 5 FLUSH - - WD PTD - 1,2,3,4 108A 3'-0" 8'-0" 1.375 HCM PTD 1 FLUSH - - MTL PTD - 1,2,3,4 (2) 3-5/8" P STUD HDR 2x4 WD. BL WD. DOOR - DR. SCHEDI CAULK FULL FRAME PERIMETER, TYP. DOOR HINGE-SI DR. SCHEDULE WD. DOOR -SEE DR. SCHEDULE WD. DOOR -SEE DR. SCHEDULE THRESHOLD -SEE FIN. SCHEDULE HEAD 0 XD Dx SILL HINGED DOOR WOOD 5/8" GYP. BD. BOTH SIDES, TYP. FINISHED WD CASING PTD. GRADE WD. FRAME 5/8" GYP. BD. BOTH SIDES, TYP. FINISHED WD CASING ,(2) 3-5/8" MTL STUDS PTD. GRADE WD. FRAME FLOORING -SEE FIN. SCHEDULE 5/8" GYP. EACH SIDI PTD., MTL HOLLOW C MTL DOOP MTL. DOOR -SEE DR. SCHEDULE THRESHOLD -SEE FIN. SCHEDULE JAMB SLAB x x E D D SILL HINGED DOOR MTL DOOR HEAD -SILL -JAMB DETAILS 2x WOOD BLOCKING 3-5/8" MTL STUD HEADER 2x WOOD BLOCKING 3-5/8" MTL STUD JAMB FLOORING -SEE FIN. SCHEDULE SLAB SCALE: 1-1/2" = 1'-0" u C C tl Y C N O O ' 4 0 T C LC L C E U �YvZ,- V O y C a $ o m ; L m � t a � y C 4 0 a 0 o c w O 0 m o" 3 u E p `C a W j O E a 3 N c m 3 'rnv 3 m� O Ul D p L O 3 Y _ L 0 °-i�aiY O C L O C O L i M C i U Q uuQm Ea O d 0 QI n N C N LL N FV L M 04 ld O C U 333 N U) CO O U � U N ^ U co Q [L t� t 00 N Z J ¢ ~ Y � Z V J O fu Q E O L U C L U U VW AMMl L E fu 0 -0 0 U o M .V L � W 0 O c >` (1) a Ln fQ _ 3 a--L .-. Lo L.0 > :/ oL 0 LL 0 M Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet ^ 2 ■ 8 Schedules & Details IN 1 - ENLARGED RESTROOM PLAN EYE WASH STATION a� HI -LOW DRINKING FOUNTAIN 09 ® o PAPER ,- -TOWEL " DISP. / \ / g / I 2A A2.1 ZC_ 2B A2.1 A2.1 0 2D )N F i m m HC/WC T.P. 42" GRAB BAR 2 - ENLARGED RESTROOM PLAN —L — PAPER TOWEL — — DISP. 3, r$i� m m 4Q HC/WC L7 42" GRAB BAR T.P SERVICE SINK SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" i 6 BRAILLE 6" MIN. ACCESSIBLE ALL CAPS, RAISED 1/32" MIN. 5" TO LATCH MIN. 0 0 W LE 0 0 ACCESSIBLE SIGNAGE TEXT REQUIREMENTS CHARACTER PROPORTIONS LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. UTILIZING AN UPPERCASE 'X' FOR MEASUREMENT. CHARACTER HEIGHT: SEE LETTER AND NUMBER HEIGHT CHART BELOW. -EXCEPTION CHARACTER HEIGHT SHALL BE 5/8" HIGH MINIMUM FOR BUILDING DIRECTORIES FINISH AND CONTRAST: THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. characters AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. RAISED CHARACTERS AND SYMBOLS: CHARACTER AND SYMBOLS ON TACTILE SIGNS SHALL BE RAISED 1/32" MINIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE IN UPPERCASE CHARACTER. RAISED CHARACTERS AND SYMBOLS SHALL BE 5/8" HIGH MINIMUM AND 2" MAXIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE ACCOMPANIED BY BRAILLE IN ACCORDANCE WITH THE PROVISIONS OUTLINED BELOW. BRAILLE: BRAILLE SHALL BE SEPARATED 1/2" MINIMUM FROM THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. BRAILLE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS FOR ELEVATOR CONTROLS SHALL BE PLACED 3/16" MINIMUM BELOW THE CORRESPONDING CHARACTERS OR SYMBOLS. BRAILLE SHALL BE GRADE II AND SHALL CONFORM TO THE SPECIFICATION "800, NATIONAL LIBRARY SERVICE, LIBRARY OF CONGRESS." LOCATION OF TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL BE MOUNTED AT 60" ABOVE THE ADJACENT FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. IN LOCATIONS HAVING DOUBLE DOORS TACTILE SIGNS SHALL BE MOUNTED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. GENERAL NOTE: ANY ADDITIONAL TEXT REQUIRED DUE TO LOCAL ORDINANCES (FINES FOR PARKING IN ACCESSIBLE SPACE, ETC.) SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS ABOVE. LETTER AND NUMBER HEIGHTS HEIGHT ABOVE MINIMUM FLOOR/GROUND, CHARACTER HEIGHT: MORE THAN 80" 3" MORE THAN 60" BUT NOT MORE THAN 80" 2" MORE THAN 48" BUT NOM MORE THAN 60" 1" PROPORTIONS OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 5 - ACCESSIBLE SIGNAGE DETAILS 19" MAX. 3 - DRINKING FOUNTAIN DETAIL SCALE: 1/2" = 1'-0" SCALE: NOT TO SCALE 3x10 WOOD BLOCKING --t VERTICAL WALL \y�Vll�/II� AT 16" [406mmI OR OR 24" [610mm] O.C. ISOMETRIC WALL FINISH GENERAL 1. CONTRACTOR SHALL COORDINATE LOCATIONS OF HORIZONTAL FASTENERS. PLAN 4 - GRAB BAR MOUNTING DETAIL SCALE: N.T.S. C L O t N C O O N Ul Y m v N 0 L O 0 E � a c o,. v Qa c � 3 °w �t v O m n MO w u a a INCv v 3 .:� E c a cc`o�v v o i m E a 3 an a L r rn w v�Vi 3 Y `0 Vv.60 0 3 u t O m v n v v y Y CCU U m C u a U a n E a< �U EE C y O -0 U) J N LL N N r LL m co0 ^ U + Ca /n IN m 0� �✓ LU � E - N 1 T O U N i ^ L CU U J J fu n E O L U v U t1L U W C E UL_ rr) r L 70 w E: O fu L.00 O ECOL_ c 3E" fu L. C L_ Ln O 0� LL Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet ^ 2 . 9 Enlarged Restroom Plans 1 - RESTROOM ELEVATIONS 0 En — O ' PAPER PAPER TOWEL TOWEL DISP. DISP. �\ Q w i XIEON �� o =maw �'z O i J 17 MIN 2 - RESTROOM ELEVATIONS <W.C. UB I.P. hKUM WALL UD f PAINTED DRYWALL --� FRP @ 48" A.F.F. L......-���.�.�..........-I ® 35" GRAB BAR w� aW Q X Bf W a on x-Z OLn LL W OO Q N Ff Om� 0 in 0 "v 4 �— PAINTED DRYWALL 0 In FRP @ 48" A. F. F. O iT 0 a T.P. FROM WALL UC PAPER � FOWEL DISP. E--PAINTED DRYWALL --4 TILE @ 48" A.F.F. O PAPER TOWEL DISP. i i i i i i i i i i SCALE: 1/2" = 1'-0" PAINTED DRYWALL 0 in FRP @ 48" A.F.F. O 42" MIN. 12" MAX. X Q � � o io m � v � m Z z 36" MAAL X. d T.P. FROM WL O E COPY of SCALE: 1/2" = 1'-0" G y O C V U L O g C L U C MYE E � O w O Q O 0 C '�30�zv. v avL `o,,.. O L Y O 0 3 m _ a o N ' N C C 0 D N O U a c v N a U G N Y L O E�m9�3B v v Q O p Y O Y *' m Ea 0 ,a 3 aY �L Y coN'o m3 t0 va-Q Oo `O l0 as Y C01Y i..% N c ° 0 3 O 0 Y L V V L O C C E N U Q u<m Ea¢ LrC N V U U) J N LL N N 4% t N L + t0 U) v N� N c .-U) .30 U) V 0 N U N L ^ L CU U J J fu 0. E O L U L U U m E / � fV 0 ra -p U L- M f L. -0 W C:) 0) O o (n i 00 O Eco c 3 a (6 O i .-. Ln OO Rev. # Date Project Number 15-0185 Status Const. Docs. Issue date 11-Mar-16 Sheet n 2 . 1 O Restroom Elevations