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HomeMy WebLinkAbout19-0502 -arch CD S&S'd - 10-07-20A0.1 Cover Sheet GENERAL NOTES LOCATION MAP PROJECT CONTACTS Detail Keyed Note Building Section Interior Elevation Exterior Elevation # AX.XWindowX Room Name Wall Section# AX.X Door Wall TypeX XXX ## # XX.X # AX.X XX.X # ## SYMBOLS OWNERS: (772) 220-4411 Stuart, Florida 34996 2081 SE Ocean Blvd., Ste. 1A Niki L. Norton, R.A. ARCHITECT: Jeremiah Baron & Co. Jeremiah B. Baron 49 Flagler Avenue Stuart, FL 34994 (772) 528-0506 N2 architecture + design MEP ENGINEER: PROJECT INFORMATION OCCUPANCIES: CONSTRUCTION: Int walls- MTL Studs & Gypsum Exterior Bearing Walls - Reinforced Masonry Un-Sprinklered, Unprotected Group 'S-1' - Storage Pre-Engineered Wood Roof Trusses Type V-B Metal Roofing Product Over Underlayment on Ext. Wood Sheathing Floor Plans Buildings D, E, F Floor Plans Buildings A, B, C INDEX OF DRAWINGS Cover Sheet, General Information + Notes Plumbing NotesP0.1 A2.1 A2.5 A2.2 A0.1 Sheet Sheet Title Mechanical NotesM0.1 Revised xx-xx-xx Enlarged Restroom Plan A2.0 Life Safety Plans + Notes Buildings A, B, C Mechanical PlansM2.1 Buildings D, E, F Mechanical PlansM2.2 Site Photometric PlanE1.1 Site Power PlanE1.2 Buildings A, B, C Lighting PlansE2.1 07-Oct-20 ISSUExx-xx-xx REV. 1xx-xx-xx REV. 2xx-xx-xx REV. 3xx-xx-xx REV. 4xx-xx-xx REV. 5KAAM Consulting John Mayr, LEED AP, BD+C 1408 Orange Avenue Fort Pierce, FL 34950 (772) 595-1745 JURISDICTION: Unincorporated St. Lucie County PROJECT LOCATION AREA TABULATIONS: Building "A": 2,100 Gross Sq. Ft. Building "B": 3,120 Gross Sq. Ft. Building "C": 5,760 Gross Sq. Ft. Building "D": 4,800 Gross Sq. Ft. Building "E": 3,120 Gross Sq. Ft. Building "F":1,440 Gross Sq. Ft. Total Under-Air: 20,340 Gross Sq. Ft. *Refer to Code Information A0.2 for Occupant Loads Varies Roof Dead Load/Live Load: See Structural Utilimate Wind Speed: +/-0.18Internal Pressure Coefficient: Building Mean Height: Design Loads: Exposure:D DESIGN PARAMETERS: Wind Importance/Use Factor: Building Design: 1.0 See Structural IIBuilding Risk Category: Roof Overhang:6" Roof Pitch:5:12 Impact Resistant Windows & Doors ThroughoutImpact Protection: Floor Dead Load/Live Load: See Structural Enclosed Nominal Design Wind Speed: See Structural Florida Building Code (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Code (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017) Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code 2017 Florida Accessibility Code Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (6th Edition) 2013 National Fire Alarm Code - (NFPA-72) #Revision X Miscellaneous Key Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designA0.2 Code Information Reflected Ceiling PlansA2.3 Roof PlansA2.4 A2.6 Schedules + Details Group 'B' - Business STRUCTURAL DESIGN: Bob Rude Structures, Inc. Robert S. Rude, P.E. 10461 Six Mile Cypress Pkwy Ste. 501 Fort Myers, FL 33966 (239) 277-7771 SITE PLANNING: EDC, Inc. Rod Kennedy 10250 SW Village Parkway Ste. 201 Port Saint Lucie, FL 34987 (772) 462-2455 S0.1 Structural Notes & Design Criteria S1.1 Ground Floor Plans Building A, B & C S1.2 Ground Floor Plans Building D, E & F S2.1 Roof Framing Plan Building A, B & C S2.2 Roof Framing Plan Building D, E, & F S3.1 Sections & Details A3.1 Exterior Elevations A3.2 Building Sections A3.3 Wall Sections + Details Mechanical SchedulesM6.1 Buildings A, B, C Sanitary PlansP2.1 Buildings D, E, F Domestic Water PlansP3.1 Buildings D, E, F Lighting PlansE2.2 Buildings A, B, C Power PlansE3.1 Buildings D, E, F Power PlansE3.2 Riser DiagramE5.1 S3.2 Sections & Details GEOTECHNICAL: Anderson Andre Consulting Engineers, Inc. Peter G. Andersen, P.E. 834 SW Swan Avenue Port Saint Lucie, FL 34983 (772) 807-9191 A2.7 Wall Types Electrical NotesE0.1 Product Design Pressure Product Design Pressure Certification Number: AR 91827/ AA26002853 I have reviewed the above product approval information and and approved it. Date: Signature: Name: Nicole L. Norton/N2 architecture + design Attachment Method Type, Size, Spacing, & EmbedmentManufacturerModel #Pressure Building Design Product Opening Schedule: Swing Doors, Overhead Doors, Fixed Glass, Roofing & Water Proofing FL# or Miami-Dade Attachment Method Type, Size, Spacing, & Embedment Site Address: 9563 South Ocean Drive; Jensen Beach, FL 34957 Product Approval Submittal Affidavit GlassManufacturerModel # Description Building Design Pressure ProductFL# or Miami-Dade Metal Roofing Over Sheathing -69 psf w/ 2" clip @ 24" o.c. Series 1300 24ga. (2) #10 pancake-head Screws per 2" clip @ 24" o.c. over min. 19/32" structural wood sheathing. Refer to N.O.A. for additional installation instructions. FL# 11727.1 R12 Englert Inc. Soffit See Structural Drawings N/AStucco on High Rib Lathe Stucco Finish on High Rib LatheN/A - See Structural Drawings FL# 742.1 Roll-Up Exterior Door Assemblies Overhead Door Corporation Z-Guides attached thru 2x6 or 2x8 p.t. buck w/ 1/2"Ø exp. anchors, 3-1/2" embed @ 6" from each end & @ 16" o.c. in between. Refer to N.O.A. for additional installation requirements See Structural Drawings ±50 psfSeries 625 Insulated (Impact) Stucco Shutters See Structural Drawings N/AStucco Direct to Masonry Built-Up Stucco Shutters Direct to MasonryN/A - FL# 14215.1 Waterproofing Soprema, Inc.Installation shall strictly adhere to product approval #14215.1 over in. 19/32" plywood. Refer to N.O.A. for additional installation requirements See Structural Drawings -52.5 psfSoprema Waterproofing Systems Aluminum Storefront System ±65.0 psf Glass ±89.9 psf Anchors Resistor Series 3200 Aluminum Thermal Storefront (L.M.I.) 1/4"Ø tapcon by "ITW" into 2by wood bucks or wood structures, 1-1/2" min. penetration into wood, (2) anchors @ ea. side of mullion or jamb Refer to product approval for additional installation instructions. FL# 22538.1 Trulite Glass & Aluminum Solutions See Structural Drawings.090" Saflex PVB Swinging Exterior Door Assemblies ±70 psf Overall Design Load Series 351 Aluminum Dry-Glazed Doors (L.M.I.) 1/4"Ø tapcon by "ITW" into 2by wood bucks or wood structures, 1-1/2" min. penetration into wood, (1) anchor 3" max @ threshold corners, 15" max. @ threshold, 17" o.c. @ jambs, 6" max. @ corners Refer to product approval for additional installation instructions. FL# 18413.1 Trulite Glass & Aluminum Solutions See Structural Drawings.090" Saflex PVB A0.2 Information Code CODE INFORMATION Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design EX 4-in FM EX 4-in FM EX 4-in FM EX 4-in FM EX 4-in FM EX 4-in FM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM P 2-in FM WH 20'-0"20'-0"15'-0"15'-0"15'-0"15'-0"FIRE SEPARATION DISTANCE LINE15'-0"15'-0"15'-0"15'-0"FIRE SEPARATION DISTANCE LINE 20'-6"FIR E S E P A R A T I O N D I S T A N C E L I N E UN-SPRINKLERED UN-SPRINKLERED UN-SPRINKLERED UN-SPRINKLEREDFIRE SEPARATION DISTANCE LINEUN S P R I N K L E R E D FE FEUN-SPRINKLERED20'-6"FE FE FE FE GATEGATE R75'-0 "R75'-0"R75'-0"R7 5 ' - 0 " R75 ' - 0 " 75'-0" FIRE EXTINGUISHER ACCESS DISTANCE OCCUPANCY INCIDENTAL TO STORAGE OCCUPANCY <10% NO SEPARATION REQUIREMENT FE WH 101 SERVICE 102 F. R.R. 103 M. R.R. 104 MECH. A-1 STORAGE 32'-0" TO EXIT EXIT OUT TO PUBLIC WAY FIRE EXTIGUISHER TOP OF INSIDE BOX WHITE BAKED ENAMEL TRIM AND DOOR TOP OF DOOR FINISH FLOOR4'-0"A2.0 Plans Life Safety SYMBOLS WALL-MOUNTED EMERGENCY EXIT SIGN WITH 90m BATTERY BACKUP FE WALL-MOUNTED EMERGENCY LIGHT W/ 90M BATTERY BACKUP FIRE EXTINGUISHER CLASS 2A-10BC Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designWALL LEGEND 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS & MECHANICAL ROOMS. SEE WALL TYPES. 3-1/2" 25 GA. PARTITION WALLS OF METAL STUDS @ 16" O.C. W/ GYPSUM BOTH SIDES TO TRUSS ABOVE; *ACCEPTABLE ALTERNATE*: SERIES 300 TRIMLINE UNIT DIVIDERS. 8" CMU WALLS WITH CORE FILLED FOAM ON EXTERIOR WALLS ONLY. INTERIOR FINISH SHALL UNFINISHED BLOCK. EXTERIOR FINISH SHALL BE SMOOTH FINISH STUCCO WHERE APPLICABLE (RE: ELEVATIONS). SEE WALL TYPES. HATCHED AREA INDICATES ACCESSIBLE CLEARANCE TO BE MAINTAINED PER FBC, ACCESSIBILITY SCALE: 1/16" = 1'-0" 1 - LIFE SAFETY PLANS N A B C D CLASSIFICATION OF OCCUPANCY (Chapter 3) EXIT ACCESS TRAVEL DISTANCE (Table 1017.2) MINIMUM CORRIDOR WIDTH (Table 1020.2) MAXIMUM DEAD END CORRIDOR (1020.4) MINIMUM CLEAR OPENING OF DOORS (11010.1.1) GROUP "S-1": MODERATE HAZARD STORAGE TOTAL EGRESS WIDTH PROVIDED: INTERIOR FINISHES SPRINKLER SYSTEM REQUIRED? (903.2.9)NO, NOT REQUIRED. NOT PROVIDED STORAGE GROUP "S-1" A B BUSINESS GROUP "B" INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURES FOR EXIST ACCESS STAIRWAYS/RAMPS 200' 44 INCHES 20 FEET COMMON PATH OF TRAVEL (Table 1006.2.1)100'100' 20 FEET 44 INCHES 32" CLEAR MINIMUM MINIMUM NUMBER OF EXITS (Tables 1006.2.1, 1006.2.(2)) 1 REQUIRED, 1 PROVIDED, <301 @ EACH UNIT PANIC HARDWARE REQUIRED? (1010.1.10) GROUP "B": BUSINESS EGRESS WIDTH PER PERSON 0.2/FLOOR 0.3/STAIR 3/0 WIDE DOOR= 32" CLEAR 2-3/0 WIDE DOORS= 68" CLEAR 170 PERSONS/OPENING 340 PERSONS/OPENING TOTAL EGRESS WIDTH REQUIRED (1005.3.2):68 PERSONS X 0.2 13.6" 36" ROOMS AND ENCLOSED SPACES C LIFE SAFETY FLORIDA BUILDING CODE (6TH EDITION, 2017) NONSPRINKLERED B B C NONSPRINKLERED 200' NOT REQUIREDNOT REQUIRED E F SCALE: 1/8" = 1'-0" 2 - SERVICE VESTIBULE LIFE SAFETY PLAN N WALL PACK LIGHT FIXTURE LIGHT POLE (SEE ELECTRICAL DRAWINGS) SCALE: NTS 3 - FIRE CABINET DETAIL BUILDINGS DO NOT EXCEED 12,000 S.F. BUILDINGS ARE NOT USED FOR THE STORAGE OF COMMERCIAL MOTOR VEHICLES (903.2.9) AND DO NOT EXCEED 5,000 S.F. OCCUPANCY SEPARATION? (Table 5084)GROUP B / GROUP S-1: NOT REQUIRED WH W/F 30'-0"70'-0" 60'-0"10'-0"25'-0"4'-4"30'-0"70'-0" (BUILDING OVERALL)30'-0"℄12'-0" (TYP.)16'-8"10'-10" 101 SERVICE 102 F. R.R. 103 M. R.R. 104 MECH. A-5 STORAGE A-4 STORAGE A-3 STORAGE A-2 STORAGE A-1 STORAGE A 15'-0"10'-0"10121222 ℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄5'-10" 8" 10'-10"8"9'-4" 8"8"5'-0"104 102103 SERVICE GATEPNL. CU-1 9'-8" ELEC. PNL. 1'-0" MIN. 24'-0" O.C. A 40'-0"20'-0"20'-0"12'-0"72'-0" 84'-0" (BUILDING OVERALL)℄20'-0"℄12'-0" B-1 STORAGE B-2 STORAGE B-3 STORAGE B-4 STORAGE B-5 STORAGE B-6 STORAGE B-7 STORAGE B-8 STORAGE B-9 STORAGE B-10 STORAGE B-11 STORAGE B-12 STORAGE B-13 STORAGE 22 2 2 2 2 22 2 2 2 2 2LANDSCAPE℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4" ℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4" 84'-0" CU-2 ELEC. MTR. ELEC. PNL.13'-0"144'-0" (BUILDING OVERALL)40'-0"℄12'-0" (TYP.)℄20'-0"C-1 STORAGE C-2 STORAGE C-3 STORAGE C-4 STORAGE C-5 STORAGE C-6 STORAGE C-7 STORAGE C-8 STORAGE C-9 STORAGE C-10 STORAGE C-11 STORAGE C-12 STORAGE C-13 STORAGE C-14 STORAGE C-15 STORAGE C-16 STORAGE C-17 STORAGE C-18 STORAGE C-19 STORAGE C-20 STORAGE C-21 STORAGE C-22 STORAGE C-23 STORAGE C-24 STORAGE ℄12'-0" (TYP.) 22222 2 2 2 2 2 2 2 22222 2 2 2 2 2 2 2 LANDSCAPELANDSCAPE℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"5'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4" ℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄5'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4" 5'-8"8" ℄5'-8"8" 144'-0"20'-0"20'-0"CU-3 CU-4 ELEC. MTR. ELEC. PNL.13'-0"EX 4-in FM EX 12-in WM WH SCALE: 1/8" = 1'-0" 1 - BUILDING "A" - FLOOR PLAN A2.1 A, B, C N SCALE: 1/8" = 1'-0" 2 - BUILDING "B" - FLOOR PLAN N SCALE: 1/8" = 1'-0" 3 - BUILDING "C" - FLOOR PLAN SCALE: NTS KEY MAP N N B C D Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design3 A3.1 2 A3.1 1 A3.2 1 A3.1 10 A3.1 2 A3.2 6 A3.2 WALL LEGEND 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS & MECHANICAL ROOMS. SEE WALL TYPES. 3-1/2" 25 GA. PARTITION WALLS OF METAL STUDS @ 16" O.C. W/ GYPSUM BOTH SIDES TO TRUSS ABOVE; *ACCEPTABLE ALTERNATE*: SERIES 300 TRIMLINE UNIT DIVIDERS. 8" CMU WALLS WITH CORE FILLED FOAM ON EXTERIOR WALLS ONLY. INTERIOR FINISH SHALL UNFINISHED BLOCK. EXTERIOR FINISH SHALL BE SMOOTH FINISH STUCCO WHERE APPLICABLE (RE: ELEVATIONS). SEE WALL TYPES. HATCHED AREA INDICATES ACCESSIBLE CLEARANCE TO BE MAINTAINED PER FBC, ACCESSIBILITY GENERAL NOTES 1. Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies. 2. Dimensions are to framing. 3. Restroom finishes shall be selected By Owner. 4. Restroom accessories shall be selected By Owner and installed by GC. 5. Provide blocking throughout as required. KEY NOTES 1. Line of roof overhang above. 2. Concrete walk (see Civil Drawings). Slope away from building at min. 1/8" per foot. 3. Stucco shutters direct to masonry. Refer to Exterior Elevations for style. 4. Overhead coiling doors. See Door Schedule. 5. Gates & fencing, Re: Civil Drawings. 6. Unrated partition walls. See Wall Types & Wall Sections for more information. 7. Light poles. See Site Plan. 8. Mechanical air handlers in ceiling space above. See Mechanical Drawings for more information. Provide 30x30 min. access in security mesh with keyed lock. 9. Mechanical CDUs on concrete pads (typ.). See Mechanical Drawings for more information. ## 2 3 7 7 7 1 A2.5 8 8 8 E F 5 A3.1 7 A1 A1 A1 A1 B2 B1 A1 A2 A3 B2 Buildings Floor Plans A 6 6 6 3 3 B1 A1 A1 A1 B3 5 A3.2 5 A3.2 DS 4 4 4 1 1 98 1 9 9 5 A4 A5 10 A3.1 TYP. 10 A3.1 TYP. P 2-in FM 192'-0" 36'-0"48'-0"36'-0"48'-0"24'-0"30'-0"12'-0"20'-0"30'-0"12'-0" D-1 UNIT D-2 UNIT D-3 UNIT D-3 UNIT D-4 UNIT D-5 UNIT D-6 UNIT D-7 UNIT D-8 UNIT D-9 UNIT D-10 UNIT D-11 UNIT D-12 UNIT D-13 UNIT D-14 UNIT 2 ℄6'-4"℄11'-8"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"30'-0"℄11'-8"℄6'-4" D-15 UNIT10'-0"192'-0" (BUILDING OVERALL) 22222222222233310'-0"20'-0"CU-5 CU-6 ELEC. MTR. ELEC. PNL. ℄13'-0"℄13'-0" 13'-0" ℄13'-0" ℄13'-0"EX 4-in FM EX 12-in WM WH 20'-0"20'-0"12'-0" F-6 UNIT F-5 UNIT F-3 UNIT F-2 UNIT F-1 UNIT 90°22222 F-4 UNIT 2 72'-0" BUILDING OVERALL) ℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4"℄11'-8"℄6'-4" 24'-0" O.C. (TYP.) CU-9 E-1 UNIT 156'-0" (BUILDING OVERALL) ℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄12'-0"℄11'-8"℄6'-4"℄11'-8"℄6'-4" 2 E-2 UNIT E-3 UNIT E-4 UNIT E-5 UNIT E-6 UNIT E-7 UNIT E-8 UNIT E-9 UNIT E-10 UNIT E-11 UNIT E-12 UNIT E-13 UNIT 20'-0"222222 2 2 2 2 22 ℄24'-0" O.C. (TYP.) CU-7 CU-8 A2.2 D, E, F 3 - BUILDING "F" SCALE: 1/8" = 1'-0"N SCALE: NTS KEY MAP N A B C D Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design8 A3.1 5 A3.2 4 A3.2 SIM 3 A3.2 9 A3.1 7 A3.1 10 A3.1 6 A3.1 WALL LEGEND 3-5/8" 25 GA. METAL STUDS @ 16" O.C. W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS & MECHANICAL ROOMS. SEE WALL TYPES. 3-1/2" 25 GA. PARTITION WALLS OF METAL STUDS @ 16" O.C. W/ GYPSUM BOTH SIDES TO TRUSS ABOVE; *ACCEPTABLE ALTERNATE*: SERIES 300 TRIMLINE UNIT DIVIDERS. 8" CMU WALLS WITH CORE FILLED FOAM ON EXTERIOR WALLS ONLY. INTERIOR FINISH SHALL UNFINISHED BLOCK. EXTERIOR FINISH SHALL BE SMOOTH FINISH STUCCO WHERE APPLICABLE (RE: ELEVATIONS). SEE WALL TYPES. HATCHED AREA INDICATES ACCESSIBLE CLEARANCE TO BE MAINTAINED PER FBC, ACCESSIBILITY GENERAL NOTES 1. Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies. 2. Dimensions are to framing. 3. Restroom finishes shall be selected By Owner. 4. Restroom accessories shall be selected By Owner and installed by GC. 5. Provide blocking throughout as required. KEY NOTES 1. Line of roof overhang above. 2. Concrete walk (see Civil Drawings). Slope away from building at min. 1/8" per foot. 3. Stucco shutters direct to masonry. Refer to Exterior Elevations for style. 4. Overhead coiling doors. See Door Schedule. 5. Gates & fencing, Re: Civil Drawings. 6. Unrated partition walls. See Wall Types & Wall Sections for more information. 7. Light poles. See Site Plan. 8. Mechanical air handlers in ceiling space above. See Mechanical Drawings for more information. Provide 30x30 min. access in security mesh with keyed lock. 9. Mechanical CDUs on concrete pads (typ.). See Mechanical Drawings for more information. ## 8 9 E F 1 - BUILDING "D" SCALE: 1/8" = 1'-0"N 2 - BUILDING "E" SCALE: 1/8" = 1'-0"N 6 A3.1 10 A3.1 5 A3.2 SIM Buildings Floor Plans 3 99 8 8 8 SIM 3 B2B1 B2 B2 B1 B1 A1 A1 A1 A1 B2 B1B1B1A1 A1 A1 A1 B1 13 9 6 6 6 4 4 4 8 3 1 3 5 5 1 EX 4-in FM EX 4-in FM EX 4-in FM EX 4-in FM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM P 2-in FM OPEN EXPOSED SECURITY MESH AHU-2 AHU-4 AHU-3 AHU-6 AHU-5 AHU-7 AHU-8 AHU-9 SEC U R I T Y M E S H SECURITY MESH SECURITY MESH SECURITY MESHWH GYP.@ 8'-0" @ 8'-0"@ 8'-0"BEAM @ 7'-0"BEAM @ 7'-0" EAVE MATERIAL OPEN AHU-1 SECURITY MESH STUCCO @ 8'-0"EX 4-in FM EX 12-in WM WH A2.3 Ceiling Plans Reflected GENERAL NOTES RCP LEGEND 5/8" Painted Gypsum Recessed Can Light Fixture Exhaust Fan Stucco Over Hi-Wire Self-Furring Lathe (Medium Texture Finish) (Smooth Finish) Wall-Mounted Emergency Exit Sign with Emergency Light Metal Awning By Others 1. All drywall ceilings shall have a smooth finish unless otherwise noted. 2. Provide attic access panels as shown. 3. Provide vapor resistant recessed light fixtures at all shower locations. 4. Refer to Mechanical Plans for exact supply and return diffuser locations and full Scope of Work. 5. Refer to Lighting Plans for exact light fixture locations and full Scope of Work. 6. Verify ceiling heights with light fixtures as selected By Owner. Notify Architect of any discrepancies. 7. Provide lockable 30x36 maintenance door in security mesh within 6'-0" of air handler (typical). Wall Pack Light Fixture Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design1x4 Linear Light Fixture (Surface Mounted) Mechanical Return Grill Mechanical Supply Grill 1 - BUILDINGS "B", "C", "D", "E", "F" REFLECTED CEILING PLANS SCALE: 1/16" = 1'-0" N 2x4 Surface Mount Light Fixture 1x8 Linear Light Fixture (Surface Mounted) B C D Light Pole (See Civil Drawings) Wall-Mounted Emergency Emergency Light E F Decorative Wall Light SCALE: NTS KEY MAP N A B C D E F Security Mesh Above Units 2 - BUILDING "A' REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" N EX 4-in FM EX 4-in FM EX 4-in FM EX 4-in FM EX 12-in WM EX 12-in WM EX 12-in WM EX 12-in WM P 2-in FM 5:12 5:12 5:12 5:125:125:125:12 5:12 5:125:125:12 5:125:125:125:125:12 5:12 5:125:12RIDGERIDGE RIDGERIDGERID G E RIDGEVALLEYVALLEYVALLEYRIDGERIDGE 6" O.H. (TYP.)6"O.H.(TYP.)6" O.H. (TYP.) 15'-0" BEARING HEIGHT 12'-0" BEARING HEIGHT RIDGE6"O.H.(TYP.)5:1212'-0" BEARING HEIGHT (TYP.)SLOPE 5:12SLOPE 5:12SLOPE 5:12 SLOPE 5:12SLOPE 5:125:12 5:12 RIDGER I D G E VALLEYRIDGERIDGE RIDGE RIDGERIDGE 12'-0" BEARING HEIGHT 8'-0" BEARING HEIGHTVALLEY EX 4-in FM EX 12-in WM WH A2.4 Roof Plans B C D KEY NOTES 1. Metal roofing product over underlayment over wood sheathing on pre-engineered wood trusses. See Structural Drawings for thickness & nailing pattern. Provide engineered truss shop drawings to Architect for review. 2. 22"x30" ceiling access minimum. 3. Decorative cupola and dormer framing. See Structural Drawings. Refer to Sections for flashing details. ## ROOFING SPECIFICATION Roofing shall be standing seam metal roofing over peel-n-stick roof membrane (or approved equal) over exterior plywood roof sheathing. Refer to Structural Drawings for thickness and nailing pattern. Install roofing as per manufacturer specifications and NOA Product Approval Requirements. 1 1 1 1 1 Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design3 3 8 A3.1 5 A3.2 4 A3.2 3 A3.2 SIM 5 A3.2 9 A3.1 7 A3.1 10 A3.1 10 A3.1 SIM SIM 10 A3.1 5 A3.1 10 A3.1 SIM 4 A3.1 6 A3.1 10 A3.1 SIM 3 A3.1 2 A3.1 1 A3.2 1 A3.1 10 A3.1 2 A3.2 6 A3.2 E F 1 - BUILDINGS "B", "C", "D", "E", "F" ROOF PLANS SCALE: 1/16" = 1'-0" N 2 - BUILDING "A" ROOF PLAN SCALE: 1/8" = 1'-0" N SCALE: NTS KEY MAP N A B C D E F 1 ALL CAPS, RAISED 1/32" MIN.6" MIN.6" MIN.8" MIN.5'-0" TOFINISHED FLOOR8" MIN.6" MIN.6" MIN. ALL CAPS, RAISED 1/32" MIN. BRAILLE ACCESSIBLE MEN BRAILLE NO SMOKING7"5" TO LATCH MIN. WOMEN 5'-0" TOFINISHED FLOORBRAILLE 9" MIN.5'-0" TOFINISHED FLOORALL CAPS, RAISED 1/32" MIN.5'-0" TOFINISHED FLOOR7" 4'-8" 7'-2"5'-6"1'-6"7'-0"2'-6" 7'-2" 2'-6"4'-8" 30x48 CLEAR HI/LOW DRINKING FOUNTAIN 30x48 CLEAR Ø5' -0 " CLEAR TURN INGDIAMETER 60x60 CLEAR42" GRAB BAR36" GRAB BAR 42" GRAB BAR36" GRAB BAR H/C W/C H/C LAV. H/C LAV. H/C W/C Ø5'-0" CLEAR TURNINGDIAMETER4'-8"5'-0"5'-0"1'-6"MIRROR MIRRORS.D.PAPERTOWELS.D.PAPERTOWELT.P.T.P.SAN.NAP.14'-8" 44X48 ACCESSIBLE CLEARANCE BOT OF MIRRORRIMGRAB BARGRAB BARK-2035-8PINOIRLAVATORYVITREOUS CHINA <W.C. <SINK BOT OF MIRROR,SOAP DISPENSER &PAPER TOWELDISPENSERRIMK-2035-8PINOIRLAVATORYVITREOUS CHINA T.P. FROM WALL K-3324KATHRYNTOILETVITREOUS CHINA 19" MIN<T.P.APRON19" MAXRIMK-3324KATHRYNTOILETVITREOUS CHINA 19" MAXRIM19" MINT.P.MIN.APRONMAX. 4"PAPER TOWEL DISPENSER SOAP DISPENSER MIRROR MIN. 19" MAX.APRONSPOUT HEIGHTVITREOUS CHINALAVATORYPINOIRK-2035-8 DRINKING FOUNTAIN A K-2035-8PINOIRLAVATORYVITREOUS CHINA K-3324KATHRYNTOILETVITREOUS CHINA7'-0"4'-0"6"3'-6"K-2035-8PINOIRLAVATORYVITREOUS CHINA K-3324KATHRYNTOILETVITREOUS CHINA3'-0"B C D WHITE FRP SEMI-GLOSS PAINT SEMI-GLOSS PAINT WHITE FRP WHITE FRP SEMI-GLOSS PAINT MIRROR S.D. P.T. T.P. SCALE: 1/2" = 1'-0" 3 - TYPICAL ADA MOUNTING HEIGHTS A2.5 Plan Restroom Enlarged SCALE: 1/2" = 1'-0" 1 - ENLARGED RESTROOM PLAN MORE THAN 48" BUT NOM MORE THAN 60" 1" MORE THAN 60" BUT NOT MORE THAN 80" 2" MORE THAN 80" 3" LETTER AND NUMBER HEIGHTS PROPORTIONS OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY HEIGHT ABOVE FLOOR/ GROUND, MINIMUM CHARACTER HEIGHT: SCALE: NOT TO SCALE 5 - ACCESSIBLE SIGNAGE DETAILS 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 UPPER CASE '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. 4 - GRAB BAR MOUNTING DETAIL SCALE: NTS Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design2D A2.5 2B A2.5 2C A2.5 2A A2.5 2B A2.5 2D A2.5 2C A2.5 2A A2.5 SCALE: 1/2" = 1'-0" 2 - RESTROOM INTERIOR ELEVATIONS ALL SIM OPP. A2'-8"WIDTH PER SCHEDULE FINISH FLOOR HEIGHT PERSCHEDULE6'-8"TEMPERED FINISH FLOOR HEIGHT PER SCHEDULEWIDTH PER SCHEDULE 21 4 HEIGHT PER SCHEDULEWIDTH PER SCHED. 5HEIGHT PER SCHEDULEWIDTH PER SCHED. CHAIN HOIST REQUIRED >10'-0"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE 3HEIGHT PER SCHEDULEWIDTH PER SCHEDULE IMPACT INSULATED COILING DECORATIVE HOOD CHANNEL GUIDE TEMP. IMPACT INSULATED COILING IMPACT INSULATED COILING HOOD HOOD HOOD 2x4 WD. BUCK PERIMETER, TYP. CAULK FULL FRAME DR. SCHEDULE WD. DOOR-SEE DR. SCHEDULE DR. SCHEDULE WD. DOOR-SEE THRESHOLD-SEE FIN. SCHEDULE DOOR HINGE-SEE DR. SCHEDULE WD. DOOR-SEE HINGED DOOR FIN. SCHEDULE FLOORING-SEE CONC. SLAB HEAD JAMB FINISHED WD SILL CASING 5/8" GYP. BD. BOTH SIDES, TYP. WD. FRAME PTD. GRADE 5/8" GYP. BD. BOTH SIDES, TYP. PTD. GRADE WD. FRAME FINISHED WD CASING STUDS (2) 3-5/8" MTL WD BLOCKING DOOR FR. SHALL BE MIN. 4" FROM SIDEWALL @ CORNER CONDITION NOTE: STOREFRONT DOOR/WINDOW 5/8" GYP. OVER 1x3 P.T. FURRING STRIPS @ 16" O.C. STUCCO FIN. CONC. LINTEL; RE: STRUCTURAL BUCKS & SHIMS ANCHORED PER PRODUCT APPROVAL STOREFRONT DOOR ASS'Y (SEE COVERSHEET) ALUM. SILL FLASHING TO MATCH BUILDING COLOR WOOD BUCKS & SHIMS PER PRODUCT APPROVAL CAULKING @ FRAME CONT. BOTH SIDES STOREFRONT DOOR, (SEE COVERSHEET) EXP. JOINT SLOPE ATTACH THRESHOLD PER PRODUCT APPROVAL INTERIOR EXTERIOR CONT. SEALANT DOOR SILL SPLIT FACE BLOCK SILL FLASHING DOOR + WINDOW JAMB 5/8" GYP. OVER 1x3 P.T. FURRING STRIPS @ 16" O.C. BLOCKING HEAD DOOR OR WINDOW CORE-FILLED FOAM EXTERIOR STUCCO FIN. STUCCO BANDING COILING DOOR CURTAIN STUCCO FIN. FILLED CELL MASONRY EXP. JOINT SLOPE COILING DOOR CURTAIN CONC. SLAB RECESS CONC. SLAB CONC. SLAB COILING DOOR HOOD DOOR JAMB CURTAIN GUIDE ATTACH PER PRODUCT APPROVAL HEADPLATE BEYOND COILING OVERHEAD DOOR CONC. BEAM; RE: STRUCTURAL HEAD JAMB SILL COILING DOOR CURTAIN UNFINISHED MASONRY 3-5/8" MTL STUD 3 3/4" 1/4" 3 1/2"2 1/2"HEADPLATE BEYOND CURTAIN MASONRY WALL A2.6 + Details Schedules DOOR LEGEND SCW PAINTED, SOLID CORE WOOD TEMPERED GLASS DOORGL ALUMINUM WOOD DOOR FRAME HOLLOW CORE METAL, INSULATEDHCM AL WD MANUFACTURER RECOMMENDED FACTORY FINISH MFR FAC PAINTEDPTD DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE BELOW) WIDTH HEIGHT THICK MAT. FINISH HDW.TYPE ELEV. MDL. MAT. FINISH T'HOLD 1 9'-0" 6'-8" 0.75" MTL MFR 1 COILING INSULATED 1 -- - - 1,3,4 2 9'-0" 10'-0" 0.75" MTL MFR 1 COILING INSULATED 2 -- - - 1,3,4 3 3'-0" 13'-0" 0.75" MTL MFR 2 COILING INSULATED 3 -- - - 1,3,4 101 3'-0" 6'-8"1.75"GL MFR 3 STOREFRONT 4 - MTL PTD MTL 1,2,3,4,5 102 3'-0" 6'-8" 1.375" SCW PTD 4 FLUSH 5 - WD PTD - 1,2,5 103 3'-0" 6'-8" 1.375" SCW PTD 4 FLUSH 5 - WD PTD - 1,2,5 104 3'-0" 6'-8" 1.375" SCW PTD 4 FLUSH 5 - WD PTD - 1,2,5 1. DOOR HARDWARE TO BE SELECTED BY OWNER. 2. INTERIOR DOORS & FRAMES, STYLE & FINISH TO BE SELECTED BY OWNER. 3. MANUFACTURER OR APPROVED EQUAL. SEE SPECIFICATIONS FOR CLEARANCES. 4. ALL EXTERIOR DOORS SHALL BE HURRICANE IMPACT RESISTANT, SEE ATTACHED PRODUCT APPROVAL AS APPLICABLE. SEE DETAILS PROVIDED BY MANUFACTURER. 5. ENSURE ALL NEW DOORS OPEN & CLOSE WITH THE REQUIRED FORCE & SPEED AS PER FBC 2017 ACCESSIBILITY CODE (§404.2.9). NOTES HARDWARE LEGEND NO. 1 EXTERIOR PADLOCK HASP COILING HOOD (BY MFR.) WEATHER STRIPPING @ TOP & BOTTOM NO. 2 EXTERIOR PADLOCK HASP COILING HOOD (BY MFR.) CHAIN HOIST WEATHER STRIPPING @ TOP & BOTTOM FINISH SCHEDULE ROOM NO.ROOM NAME FLOOR WALL BASE WALLS OTHER FINISHES CEILINGS CROWN MOULDING NOTES: (SEE BELOW) TYPE TYPE N E S W MAT'L HT./A.F.F.FINISH MODEL # 101 SERVICE LAM VC PGW PGW PGW PGW -PGW 8'-0"--1,2,3,4 102 FEMALE H/C R.R.LAM VC PMRGW PMRGW PMRGW PMRGW F.R.P. @ 4'-0"PMRGW 8'-0"--1,2,3,4 103 MALE H/C R.R.LAM VC PMRGW PMRGW PMRGW PMRGW F.R.P. @ 4'-0"PMRGW 8'-0"--1,2,3,4 104 MECHANICAL SC VC PGW PGW PGW PGW -EXPOSED VARIES --1,2,3,4 FINISH LEGEND 1. FINISH CLASSIFICATIONS FOR WALL, CEILING, AND FLOOR FINISHES: INTERIOR WALL & CEILING FINISH REQUIREMENTS AS PER TABLE 803: EXIT ENCLOSURES & EXIT PASSAGEWAYS CLASS A CORRIDORS CLASS B ROOMS & ENCLOSED SPACES CLASS C FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804 2. 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 26-75, 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. 3. PROVIDE MOISTURE RESISTANT DRYWALL AT BATHROOM WALLS. 4. PROVIDE (1) COAT OF PRIMER ON ALL WALLS AS APPLICABLE WITH (2) COATS PAINT; PAINT FINISH SHALL BE SELECTED BY OWNER. NOTES BFC BROOM FINISHED CONCRETE SEALED CONCRETESC STAINED WOOD MOULDING, BASE OR TRIM PAINTED WOOD MOULDING, BASE OR TRIM VINYL COVE BASEVC PWD SWD PAINTED MOISTURE-RESISTANT GYP. WALLBD PAINTED GYPSUM WALLBOARDPGW PMRGW UNFINISHED WALLSUNFIN FIBER-REINFORCED PLASTICFRP 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 4'-0" 4'-0" VERIFY VERIFY - A -- SEE COVERSHEET SEE COVERSHEET STOREFRONT 1,2,3,4 1. IMPACT RESISTANT WINDOWS: SEE ATTACHED PRODUCT APPROVAL. SEE DETAILS PROVIDED BY MANUFACTURER. 2. PROVIDE LOW-E GLASS 3. MANUFACTURER OR APPROVED EQUAL. 4. VERIFY ROUGH OPENING SIZES WITH MANUFACTURER PRIOR TO CONSTRUCTION. NOTES SCALE: 1-1/2" = 1'-0" 3 - HSJ DETAILS SCALE: 1/4" = 1'-0" 2 - WINDOW ELEVATION SCALE: 1/4" = 1'-0" 1 - DOOR ELEVATIONS X XXX ## Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designNO. 3 S.S. B.B HINGES S.S. PASSAGE HARDWARE AUTO-CLOSER S.S. PUSH BAR KEYED LOCK (TO REMAIN UNLOCKED DURING OPERATING HOURS) NO. 4 S.S. B.B HINGES S.S. PASSAGE HARDWARE W/ KEYED LOCK AUTO-CLOSER SCALE: 3" = 1'-0" 4 - COILING DOOR CHANNEL (TYP.) METALMTL LAM LAMINATE AS SEL. BY OWNER A1 8" C.M.U. WALL CONCRETE SLAB MASONRY WALL W/ FURRING UNRATED ROOF DECK ABOVE SEE EAVE DETAIL SMOOTH STUCCO FIN. SEALED CONCRETE SLAB EXTERIOR HORIZONTAL SECURITY MESH ABOVE UNITS A2 8" C.M.U. WALL CONCRETE SLAB 5/8" GYP. OVER 1x3 P.T. FURRING STRIPS @ 16" O.C., SEE WALL TYPE FOR ALTERNATE MASONRY WALL W/ FURRING UNRATED ROOF DECK ABOVE SEE WALL TYPE SEALED CONCRETE SLAB EXTERIOR 5/8" GYP. OVER B.O. TRUSS PAVING OR GRADE CORE FILL 500 FOAM SEE EAVE DETAIL A3 8" C.M.U. WALL CONCRETE SLAB 3-5/8" 25ga MTL. STUDS @ 16" O.C. MASONRY WALL W/ FURRING UNRATED ROOF DECK ABOVE SMOOTH STUCCO FIN. SEALED CONCRETE SLAB EXTERIOR 5/8" GYP. OVER B.O. TRUSS 5/8" GYPSUM SEE EAVE DETAIL STUD BRIDGING, TYP. P.A.F. @ 24" O.C. FASTENERS @ 24" O.C. UNFINISHED BLOCK B1 8" C.M.U. WALL CONCRETE SLAB UNFINISHED BLOCK BOTH SIDES MASONRY WALL W/ FURRING DRAFT STOPPER ROOF DECK ABOVE SEALED CONCRETE SLAB ROOF DECK 5/8" GYPSUM BOARD BOTH SIDES TO DECK CORE FILL 500 FOAM B2 3-1/2" 25 GA. MTL. STUDS @ 16" O.C. CONCRETE SLAB 5/8" GYPSUM BOTH SIDES MTL. STUD PARTITION WALL UNRATED *ACCEPTABLE ALTERATE: TRIM LINE SYSTEM 300 PARTITIONS* SEALED CONCRETE SLAB EXTERIOR ROOF DECK ENG. WOOD TRUSS PER STRUCTURAL TOP TRACK, FASTEN @ 24" O.C. MIN. DS MTL. STUD PARTITION WALL DRAFT STOPPER, EXTEND GYP. TO UNDERSIDE OF ROOF DECK SEE WALL TYPE FOR GYPSUM EXTENSION B3 3-1/2" 25 GA. MTL. STUDS @ 16" O.C. CONCRETE SLAB 5/8" GYPSUM BOTH SIDES MTL. STUD PARTITION WALL UNRATED *ACCEPTABLE ALTERATE: TRIM LINE SYSTEM 300 PARTITIONS* SEALED CONCRETE SLAB EXTERIOR TRUSS CHORD ROOF DECK CORE FILL 500 FOAM HORIZONTAL SECURITY MESH ABOVE UNITS ENG. WOOD TRUSS PER STRUCTURAL HORIZONTAL SECURITY MESH ABOVE UNITS TOP TRACK, FASTEN @ 24" O.C. MIN. HORIZONTAL SECURITY MESH ABOVE UNITS REFER TO BUILDING SECTIONSREFER TO BUILDING SECTIONSREFER TO BUILDING SECTIONSA4 MASONRY WALL W/ FURRING OMIT EXTERIOR BUILDING FINISH @ STORAGE UNIT A5 MASONRY WALL W/ FURRING OMIT FINISHES BOTH SIDES P.A.F. @ 24" O.C.P.A.F. @ 24" O.C. STUD BRIDGING, TYP. STUD BRIDGING, TYP. FIRE CAT @ MID WALL FIRE CAT @ MID WALL FIRE CAT @ MID WALL SCALE: 1" = 1'-0" 1 - WALL TYPES Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designA2.7 Wall Types 12'-0" PLATE HEIGHT 6" O.H.SMOOTH STUCCO 12 5 A 8'-0" PLATE HEIGHT OPEN 1'-6"3'-0" 6"6"0'-0" T.O. SLAB 6" O.H. 6" O.H. METAL ROOF 12 5 101 2 222 1 12'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT 10'-0"6'-8"A 2" 2" 6" O.H. 6" O.H. 6" O.H. 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 12 5 ELEC. MTR. 15'-0" PLATE HEIGHT 6" O.H. 6" O.H. 6" O.H. 6" O.H. 6" O.H. 6" O.H. 24'-0" CUPOLA BEARING 12 5 METAL ROOF 12 5 SMOOTH STUCCO FENCE & GATE; RE: CIVIL CDUs W/ LANDSCAPE SCREENING (HIDDEN) 12'-0" PLATE HEIGHT PAINTED WOOD FASCIA (TYP.) Baron SelfStorage 0'-0" T.O. SLAB8'-0"2'-0"3'-0" 15'-0" PLATE HEIGHT 0'-0" T.O. SLAB 6" O.H. 6" O.H. METAL ROOF FENCE; RE: CIVIL 24'-0" CUPOLA BEARING 12 5 6" O.H. 12 5 6" O.H. 22 2 2 2 2 2 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB METAL ROOF 10'-0"12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 8'-0" PLATE HEIGHT 6" O.H. 6" O.H. METAL ROOF 12 5 CDU ELEC. MTR.4'-0"4'-0" 6" O.H. 6" O.H. 12 5 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 15'-0" PLATE HEIGHT 0'-0" T.O. SLAB 24'-0" CUPOLA BEARING 12'-0" PLATE HEIGHT 13'-0"10'-0"BUILDING CONTINUES12 5 33 3 2 2 6" O.H. 6" O.H. 6" O.H.2'-0"3'-0" 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB METAL ROOF 24'-0" (TYP.) 6"6"3 - EAST ELEVATION BUILDING "A" SCALE: 1/8" = 1'-0" A3.1 Elevations Exterior Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designGENERAL NOTES 1. All exterior windows and doors shall be hurricane impact resistant. 2. All window and door headers shall align. 3. See Door & Window Schedule for all sill & head heights. 4. Standing seam roofing color to be selected By Owner. 5. Refer to Structural Drawings for all foundation details, required reinforcing, & foundation wall configuration. 6. See Structural Drawings for lintel loading schedule. 7. See Roof Plan for roofing slopes & scheduled materials. 2 - SOUTH ELEVATION BUILDING "A" SCALE: 1/8" = 1'-0" 5 - NORTH ELEVATION BUILDING "B" SCALE: 1/8" = 1'-0" 7 - EAST ELEVATION BUILDING "D" SCALE: 1/8" = 1'-0" 8 - NORTH ELEVATION BUILDING "D" SCALE: 1/8" = 1'-0" 4 - EAST ELEVATION BUILDING "B" SCALE: 1/8" = 1'-0" 1 - NORTH ELEVATION BUILDING "A" SCALE: 1/8" = 1'-0" 10 - TYPICAL END ELEVATION SCALE: 1/8" = 1'-0" 9 - PARTIAL BUILDING ELEVATION SCALE: 1/8" = 1'-0" 6 - TYPICAL SIDE ELEVATION SCALE: 1/8" = 1'-0" KEY NOTES 1. Metal roofing over roof underlayment on pre-engineered wood trusses. See Coversheet for product selection. 2. Decorative stucco vent. 3. Decorative stucco banding. See Wall Sections. 4. Stucco control joint, typ. 5. Wall pack light fixture & unit number. See Electrical Lighting Plan. 6. Split-face concrete block. See Wall Sections. 7. 5/8" smooth stucco finish direct to masonry. Provide stucco control joints, typical. See Wall Sections. 8. Decorative stucco shutters with stucco scoring. Refer to enlarged detail. 9. Decorative light fixture. See Electrical Lighting Plan for more information. 10. Building signage provided By Others, turtle friendly backlight. Provide power. 11. Decorative stucco routing, typ. ## 11 11 1 1 1 1 1 2 2 5 3 3 4 3 4 6 3 3 4 3 3 9 10 8 3 4 6 3 7 5 8 3 6 4 7 A3.3 2 4 8 11 3 4 6 3 8 6 8 TYP. 8 11 6 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 8'-0" PLATE HEIGHT PRE-FAB WOOD ROOF TRUSSES @ 24" O.C. 12'-0" PLATE HEIGHT 10'-0"DECORATIVE DORMER FRAMING (TYP.) LADDER-TYPE TRUSSES @ EA. BAY, TYP. MANUAL COILING DOORS 12 5 6'-8"R-21 SPRAY FOAM INSULATION @ TOP CHORD 5/8" GYP. TO TRUSS VERTICAL HORIZONTAL SECURITY MESH 15'-0" PLATE HEIGHT 0'-0" T.O. SLAB CUPOLA FRAMING, TYP. 24'-0" CUPOLA BEARING 12 5 12 5 CHAIN HOIST COILING DOORS 13'-0"10'-0"PRE-FAB WOOD TRUSSES @ 24" O.C. R-21 SPRAY FOAM INSULATION @ TOP CHORD HORIZONTAL SECURITY MESH 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 10'-0" B.O. BEAM 6" O.H. 12 5 6" O.H. PRE-FAB. WOOD TRUSSES @ 24" O.C. PARTITION WALLS HORIZONTAL SECURITY MESH SEALED CONC. SLAB ON GRADE OVER VAPOR BARRIER PER STRUCTURAL R-21 SPRAY FOAM INSULATION @ TOP CHORD 8'-0" PLATE HEIGHT 0'-0" T.O. SLAB 12'-0" PLATE HEIGHT 12 5 STORAGE UNIT6'-8"HORIZONTAL SECURITY MESH @ UNITS @ B.O. TRUSS OPEN TRUSS AREA 104 MECHANICAL R-21 SPRAY FOAM INSULATION @ TOP CHORD 5/8" GYP. TO TRUSS VERTICAL 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 10'-0" B.O. BEAM OPEN TRUSS AREA; SEE TRUSS DRAWINGS FOR EXACT PROFILE STORAGE PARTITIONS, REFER TO WALL TYPES R-21 SPRAY FOAM INSULATION @ TOP CHORD SEALED CONC. SLAB ON GRADE OVER VAPOR BARRIER PER STRUCTURAL HORIZONTAL SECURITY MESH 12 5 8'-0" PLATE HEIGHT 0'-0" T.O. SLAB 12'-0" DORMER BEARING 6" O.H.5/8" STUCCO DIRECT TO CONC. BEAM, TYP.8'-0"ALIGN TRUSS W/ END OF WALL W/ SPRAY FOAM INSULATION CUPOLA FRAMING OVER GIRDER TRUSSES GYP. DIRECT TO BOTTOM CHORD OF TRUSS, TYP. CONC. SLAB ON GRADE OVER VAPOR BARRIER PER STRUCTURAL 1 - BUILDING SECTION SCALE: 3/16" = 1'-0" 3 - BUILDING SECTION SCALE: 3/16" = 1'-0" A3.2 Sections Building Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + designGENERAL NOTES 1. All exterior windows and doors shall be hurricane impact resistant. 2. All window and door headers shall align. 3. See Door & Window Schedule for all sill & head heights. 4. Standing seam roofing color to be selected By Owner. 5. Refer to Structural Drawings for all foundation details, required reinforcing, & foundation wall configuration. 6. See Structural Drawings for lintel loading schedule. 7. See Roof Plan for roofing slopes & scheduled materials. 5 A3.3 3 A3.3 2 A3.3 1 A3.3 4 - BUILDING SECTION SCALE: 3/16" = 1'-0" 2 - BUILDING SECTION SCALE: 3/16" = 1'-0" 5 - BUILDING SECTION SCALE: 3/16" = 1'-0" 6 A3.3 6 A3.3 SIM OPP. 1 A3.3 SIM 6 - BUILDING SECTION SCALE: 3/16" = 1'-0" 12'-0" PLATE HEIGHT 0'-0" T.O. SLAB 6" 8" MASONRY, TYP. SMOOTH STUCCO FINISH; RE: ELEVATIONS PRE-FORMED STUCCO BANDING; RE: ELEVATIONS SPLIT FACE BLOCK COURSING, FILL & REINFORCE PER STRUCTURAL 2'-8"CONC. TIE BEAM; RE: STRUCTURAL 4"2" 5 12 UNFINISHED BLOCK SITEWORK, RE: CIVIL 3-1/2" METAL STUDS @ 16" O.C. TO B.O. TRUSS W/ 5/8" GYP BOTH SIDES *ACCEPTABLE ALTERNATE: TRIM LINE SYSTEM 300* R-21 SPRAY FOAM INSULATION @ TOP CHORD THROUGHOUT TRUSS BRIDGING, TYP. CONC. SLAB & VAPOR BARRIER; RE: STRUCTURAL COMPACTED, TERMITE-TREATED SUB SOIL HORIZONTAL SECURITY MESH ABOVE UNITS 0'-0" T.O. SLAB 8'-0" PLATE HEIGHT 12'-0" CUPOLA BEARING 8'-0"CUPOLA TRUSS FRAMING; TYP. 6" FIXED WINDOW; RE: DOOR SCHEDULE CONC. BEAM; RE: STRUCTURAL STUCCO OVER SHEATHING OVER 3-1/2" P.T. STUD FRAMING; RE: STRUCTURAL CONC. SILL; RE: STRUCTURAL SPLIT-FACE CONCRETE BLOCK, TYP.2'-8"RE: HSJ DETAILS METAL ROOFING PRODUCT OVER SHEATHING OVER PRE-FAB WOOD TRUSSES THICKENED EDGE CONC. S.O.G.; RE: STRUCTURAL FOR VAPOR BARRIER & THICKNESS/REINF. GRADE; RE: CIVIL RE: HSJ DETAILS OPEN TRUSS AREA EAVE, TYP. SEE TYP. EAVE DETAIL R-21 SPRAY FOAM INSULATION @ TOP CHORD TRUSS TIE-DOWN; RE: STRUCTURAL 5 12 FLASHING TRUSS TIE-DOWN; RE: STRUCTURAL GYP. ONE SIDE OF TRUSS TO DECK HORIZONTAL SECURITY MESH 6"6" STUCCO FIN. OVER PLYWOOD SHEATHING STUCCO STOP FLASHING, TYP. PAINT TO MATCH BLDG. COLOR METAL ROOFING W/ UNDERLAYMENT ON EXT. SHEATHING OVER WOOD ROOF TRUSSES 2x6 P.T. SMOOTH FASCIA OVER 2x SUBFRAMING DBL. TOP & BOTTOM PLATE; RE: STRUCTURAL 1x3 P.T. NAILER W/ GALV. EAVE DRIP SMOOTH STUCCO ON SELF-FURRING LATHE TRUSS TIE-DOWN; RE: STRUCTURAL UNCONDITIONED CUPOLA PRE-FAB. TRUSSES RE: STRUCTURAL 12 5 6" 1x3 P.T. NAILER & GALV. METAL EAVE DRIP (TYP.) 2x6 P.T. SMOOTH FASCIA OVER 2x SUBFRAMING 5/8" STUCCO FINISH ON HI-WIRE, SELF-FURRING LATHE STUCCO FINISH OVER BLOCK (TYP.) RE: ELEVATIONS METAL ROOFING OVER WOOD SHEATHING ON PRE-FAB. WOOD ROOF TRUSSES; SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW CONC. BEAM; RE: STRUCTURAL TRUSS TIE-DOWN; RE: STRUCTURAL 1-1/2" SLAB RECESS 12'-0" PLATE HEIGHT 10'-0" B.O. BEAM (TYP.) 15'-0" PLATE HEIGHT (BEYOND) 0'-0" T.O. SLAB COILING INSULATED SLATS; RE: DOOR SCHEDULE CONC. TIE BEAM; RE: STRUCTURAL STUCCO DIRECT TO BEAM COILING DOOR HOOD SMOOTH FASICA OVER SUBFASIA CONC. DRIVE; RE: CIVIL PRE-FAB WOOD ROOF TRUSSES R-21 SPRAY FOAM INSULATION METAL ROOFING OVER UNDERLAYMENT OVER WOOD SHEATHING STUCCO BANDING @ DOOR HEAD 4"2"4"4'-0" BUILT-UP 5/8" STUCCO BANDING SCORED 5/8" STUCCO PRE-FORMED STUCCO BANDING 2" 2" 2" 2"5'-0"4"2"3'-0"2" 4" 2"2" SEE ELEVATIONS FOR ALTERNATE DIMENSIONS 1 - WALL SECTION SCALE: 1/2" = 1'-0"A3.3 Sections Wall Sheet Rev. # DateCopyright9563 South Ocean DriveJensen Beach, FL 34957Jeremiah BaronBaron Self StorageNiki L. Norton, R.A.19-0502All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status Construction Docs. 07-Oct-2020AR91827 (772) 528-0506architecture + design2 - WALL SECTION SCALE: 1/2" = 1'-0" 3 - WALL SECTION SCALE: 1/2" = 1'-0" 5 - CUPOLA FRAMING (TYP.) SCALE: 1" = 1'-0" 6 - EAVE DETAIL (TYP.) SCALE: 1-1/2" = 1'-0" 4 - WALL SECTION SCALE: 1/2" = 1'-0" 6 A3.3 6 A3.3 6 A3.3 7 - TYPICAL STUCCO SHUTTER DETAIL SCALE: 1/2" = 1'-0"