Cliffside View - CD set by Andrei Vasilief

Site notes

Zoning R-2.

Site soil classiﬁcation: Site class D' Stiff soil''

Sesmic risk category: II

Seismic design category: D

Ss=0.861g | Sms=0.861g |Sds=0.574g

S1 = 0.312g | Sm1=0.312g | Sd2=0.208g

Basic wind speed: 165 MPH

All concrete foundation work shall be at 3000 PSI @ 28 days minimum.

All concrete slab on grade shall be at 3000 PSI @ 28 days minimum.

All concrete walls shall be at 4000 PSI @ 28 days minimum.

Applied building codes and regulations

Title 29 of the Virgin Islands Code

The International Building Code 2018

The International Residential Code 2018

The International Mechanical Code 2018

The International Energy Conservation Code 2018

The National Electrical Code 2020

The Uniform Plumbing Code 2021

USVI Construction for Stronger Homes 4th Edition 2018

Cistern requirements:

One story - 385 sq.ft. x 10 gallons/sq.ft. = 3850

Two story - 1200 sq.ft.x15 gallons/sq.ft. = 18000

Total gallons required - 21850

Total gallons provided - 24200

35.

31.

32.

33.

34.

Conduct during construction

GSPublisherVersion 10/26/2023 Scale: Date: Drawn By: G101 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Cover 24'' by 36'' N N Island map Vicinity map Private residence, Chocolate Hole, St. John, US Virgin Islands Site location Site address Parcel 408 Chocolate hole, No. 11 Cruz Bay Qtr. St. John, U.S.V.I. Owner Carolyn Richards Phone: +1 686 226 7873 Project description Single family residence 2 stories, 24 feet building height Home shall be constructed to all local code requirements of the U.S.V.I. Project scope Construction of single family private dwelling and all associated site work, including parking area, pool, terrace, along with utilities

treatment plant

water cisterns).

under parking is converted into a living space with 2 bedrooms and 1 bathroom. Building square footage First Floor | House: 1200 sq.ft. built area First Floor | Parking: 1300 sq.ft. built area Ground Floor House: 1585 sq.ft. built area Ground Floor Terrace: 1035 sq.ft. built area

(water

and

Project ammendments Area

design data

gallons Water

gallons Pool

Proposed cisterns

Water cistern #1: 11.500

cistern #2: 12.700

cistern: 12.450 gallons Site data

Contractor shall notify the department of planning & natural resources within 48 hours of the commencement of work.

No geotechnical/soil boring data have been collected or evaluated for this project. Excavations may reveal the need for foundation modiﬁcations.

Contractor shall take great care to provide the maximum possible site protection during construction. Be aware that the construction process can be extremely damaging to the natural environment.

Site clearing before receipt of coastal zone management or earth change permit is prohibited. Hand clearing of small areas only is allowed by nonmechanical hand equipment. No mechanical or machine clearing of any kind (chainsaws, backhoes, etc) is allowed.

Site disturbance shall be limited as near as possible to the area disturbed for the construction of buildings, drives, parking service, sanitation requirements, and pool where applicable. 6. All site clearing shall be done in a manner so as to create minimum erosion and runoff (nonpoint source pollution). Berms and swales shall be created to contain runoff in cleared areas. 7. Contractor shall protect any natural features to be retained (trees, etc.) within the building envelope, (the cleared area) w/ orange web construction fencing before clearing begins & at all times during construction. 8. All work shall be in compliance with CZM requirements and homeowners association's requirements where applicable. 9. Existing trees and rocks shall remain where possible & protected during construction. Any trees that need to be removed (6" or greater in diameter) shall be resituated or replaced. Do not remove any trees with a diameter of 4" or more without the permission of the architect. 10. Contractor shall be responsible for the disposal of cleared brush on site. Compost cleared brush onsite. Establish cleared brush berms around downslope portions of cleared construction area. No cleared brush should be placed, or left in view, along the roadsides, on common property, or on other landowner's property. 11. Natural vegetation outside the limits of construction shall not be disturbed. 12. The contractor is to maintain native/natural vegetation greenbelts & undisturbed vegetation areas as shown on the site plan. No clearing for footings, foundations, or staging areas shall occur in these setbacks. 13. No burning of brush (with or without a burning permit) shall be conducted in order to minimize the chance of brush fires and air pol ution. 14. The construction area disturbed is to be grassed over on all slopes within three months of occupancy. 15. Natural slopes shall be maintained. No excessive cut or fil is contemplated. 16. Topsoil from the construction areas is to be stripped, piled, and protected during the construction phase and re-spread on the final grade. 17. Low-growing, low-maintenance ground cover such as, wadilla, goatsfoot, or ground orchid shall be planted on cut and fil slopes and other disturbed areas from construction immediately as final grades are established unless otherwise directed by the landscape designer. 18. Berms shall be built where necessary to prevent erosion. Erosion control practices in the plan shall be executed in accordance with the "Soil conservation service", the department of agriculture, and the environmental protection handbook. 19. Run-off water from the drive and parking areas shall be directed so as not to flow over the adjoining property. 20. Retaining walls shall be erected where required to stabilize the slope and shall be constructed of reinforced concrete, mass masonry, or rock and shall be erected to the height required for retainment. 21. Any material removed from the site must be dumped in a legal dump site. 22. Contractor shall be aware that noise can travel great distances. Construction machinery or noise-producing construction work may be conducted only between the hours established by the homeowner's association (where applicable). 23. The top of the waste treatment plant shall be located at an elevation below the bottom of the cistern slab. 24. Footing design is based on soil bearing capacity of 2 tons per sqft and shall be verified in the field prior to pouring footings by the structural engineer, 25. All footings shall project a minimum of 1'-9" into undisturbed natural soil or compacted structural fil where necessary step footings in a ratio of two horizontal to one vertical unless otherwise directed by the structural engineer. 26. Compact backfil below building slabs. Fil material must be approved by the structural enginee prior to placement. Fill material shal be free of organic material, concrete, asphalt, or other deleterious materials. Fill material shall be placed in layers not to exceed 8" and compacted to a minimum of 95% of the dry maximum density as determined by ASTM d698. 27. Maintain a 4% minimum slope away from all buildings for at least four (4) feet from the perimeter. Natural drainage shall not be concentrated or diverted onto adjacent property or public right-of-way. 28. Soil beneath slabs and along the perimeter of foundations shall be treated for termites prior to placing concrete. The soil at the perimeter of external walls shall be treated at the completion of construction by an approved termite exterminator. 29. Install 4" minimum porous drainage pipe along exterior foundation walls & drain to grade. The drain pipe shall be covered with a minimum of 12"X12" gravel fil Instal filter fabric around the pipe and gravel fill. 30. All exterior foundation walls below grade shall be coated with asphalt waterproofing & 2" drainage board.

The contractor(s) shall maintain a clean litter free site at all times.

The contractor shall maintain a disposal pit as necessary for the disposal of any excess concrete cleanout at the completion of each pour.

contractor shall maintain a portable toilet facility on site for the use of workmen at all times during construction.

The

30% lot coverage.

Zoning district is r-2 @

Soil type is: fse & fsf, fredriksdal-susannaberg complex, 20-40% slopes & 40-60% slopes, extremely stony

In this regard, a homeowner shall follow the standards and regulations set forth below, which shall also be incorporated when possible into any contract with a builder, contractor, subcontractor, or other person or entity performing work on the construction project:

All homeowners shall be held responsible for the acts of their employees, subcontractors, suppliers, and any other person or parties involved in the construction or alteration of a home site.

Staging areas: all construction staging shall occur within the lot approved for construction. No construction staging or parking shall be permitted in the common areas.

Clean up: the construction site shall be kept clean and free of all debris and waste materials on a regular basis, and stockpiles of unused materials shall be kept neat & orderly. Dirt, mud, or other debris from construction activity shall be kept within silt fencing and shall be promptly removed from roads.

Disposal methods: contractors shall legally dispose of all trash and debris in a legal and approved dumping site outside of fish bay. Please note specifically that the local law strictly prohibits disposing of construction debris in the dumpsters provided by the local government along st john’s roads. Contractors are prohibited from dumping, burying, or burning trash anywhere within the community. Concrete suppliers and other contractors shall clean their equipment only outside of the community or within a specific project's building envelope at a location specifically designated for that purpose. No dumping or washing of trucks on roads or right-of-ways is allowed. Concrete must be confined to the lot. Operators of vehicles are required to see that they do not spill any concrete or damaging materials while within the community. If spillage occurs, operators are responsible for clean-up. 4. Overloads & protection: concrete trucks and other vehicles related to the construction of this project shall be loaded so as not to damage the roads or utilities while driving. No steel-tracked vehicle shall be allowed to traverse estate roads. The contractor or owner of the lot receiving materials will be responsible for any damage to streets, curbs, gutters, drainage inlets, private lots, and common areas caused by trucks delivering materials to the lost or by construction equipment bound for such lot. 5. Parking: private and construction vehicles and machinery shall be parked only within the project’s building envelope, where practicable. No parking of any kind or duration is allowed on the natural area of the site. No parking or storage of any vehicle or other wheeled apparatus or staging of construction materials or equipment is allowed on roads or rights-of-way, provided however that temporary, short-term, and non-repetitive parking of cars by homeowners is permissible for the occasional convenience of homeowners and their guests and provided further that parking of construction vehicles and temporary staging of materials is permissible form time to time to meet exigencies of the construction process. Notwithstanding the foregoing, no parking or staging of materials that impedes the safe and convenient passage of traffic over the roads shal be al owed in any event. No construction parking or stagin whatsoever shall be allowed in the common areas.

Insurance: adequate property & liability insurance should be maintained in force for the project at all times. 7. Disturbance of property: no contractor or other person shall remove any rock, plant, materials, topsoil, or any other item from any adjacent land or property, including common property (except for fallen rocks or landslides within the roads and rights-of-way). 8. Construction personnel shall not commit any violations of the rules and regulations of the homeowner’s association. 9. Fencing: the perimeter of the building envelope shall be clearly delineated, and such delineation shall be maintained in good repair during all construction activities. No clearing, grading, excavations, staging, storage of materials, parking of construction vehicles or equipment, or construction activity of any kind shall be allowed outside the building envelope, except as provided in section 5.Parking above. 10. Alcoholic beverages & illegal drugs: the consumption or use by construction personnel of alcoholic beverages, illegal drugs, or other intoxicants that could hamper the safety or well-being of others on or off the site or affect the quality of workmanship is prohibited.

Construction hours: daily construction working hours will be 7 a.M. To 5 p.M. Monday through saturday. No work will be allowed on sundays or holidays, provided that interior ﬁnishing work not involving the use of a power too audible outside of the home residence in which such work is being conducted may be allowed at any time. 12. Utilities: contractors will use only the utilities provided on the immediate site on which they are working, or, with permission from an adjacent lot owner, the utilities provided on that adjacent lot.

11.

GSPublisherVersion 10/26/2023 Scale: Date: Drawn By: G103 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Site details 24'' by 36'' PLAN NOT TO SCALE SECTION "C" NOT TO SCALE ELEVATION "B" NOT TO SCALE SP1.0 B C SP1.0 MAX. MAX. 2'-0" MAX. 5'-0" O.C. MAX. 5'-0" O.C. NOTE M I N FABRIC FENCE BRACE WIRE STAKE BACKFILL GRADE EXISTING FABRIC FILTER RETAINING WALLS. TOE OF SLOPE, OR 15'-0" BEYOND INSTALL SILT FENCE 2'-0" BEYOND GRADE EXIST. UNIT BRACE STAKE BRACE WIRE POST END POST LINE FABRIC FENCE FABRIC FILTER PLAN BRACE WIRE STAKE END POST UNIT BRACE POST LINE BRACE WIRE FABRIC FILTER FABRIC FENCE BRACE WIRE 30 OSDS SETBACK FROM CENTER OF GHUT 30 BUILDING SETBACK FROM CENTER OF GHUT OSDS WASTEWATER TREATMENT PLANT FINAL EFFLUENT PARKING 81 -7 92 -8 102 -1" 28'5" 4911 10BUILDINGSETBACK 10BUILDINGSETBACK PROPERTYLINE ESTATE ROAD R O W 1 5 BU I LD I NG SETBACK PROPERTY L I NE PROPERTYLINE F F EL 2000 F.F.EL. 160'-0" CISTERN 1 CISTERN 2 EROSION CONTROL SILT FENCE W/BRUSH BERM BELOW 106 -8 101 -3" 92 -7" 6 .SP-101 4 .SP-101 3 .SP-101 PARCEL 408 0.77 ACRES 33,541 S.F. UNDISTURBED CUT FILL 2 .SP-101 102 5310" 15 -10" AP SERIES AEROBIC TREATMENT UNIT (ATU) CAPACITY: DESIGNED TO PROCESS 1000 GALLONS OF WASTEWATER PER DAY CONSTRUCTION: PREMANUFACTURED OF 1/2" FIBERGLASS PER DAY OUTFLOW: OUTFLOW TO RUN TO PUMP TANK WHICH SERVICES DRIP IRRIGATION SYSTEM PRODUCT INFORMATION: HYDRO-ACTION INDUSTRIES 8645 BROUSSARD ROAD BEAUMONT, TEXAS 77713 1 (800) 370-3749 NOT TO SCALE CLORINATOR OUTLET TEE ASSEMBLY HIGH LEVEL FLOAT SWITCH RISER 1" EXPOSED ABOVE GRADE AIR PUMP AIR HEADER PLANT PLATFORM MOUNTED OPS FILTER BASKET ANTI-FLOTATION RING HIGH LEVEL FLOAT SWITCH EFFLUENT PUMP LEVEL FLOAT SWITCH DISCONNECT UNION CLORINATOR PUMP TANK METAL BANDS PRETREAT SADDLE 2" HYDRO-ACTION INDUSTRIES 8645 BROUSSARD ROAD PRODUCT INFORMATION (800) 370-3749 or (340) 693-7665 BEAUMONT, TEXAS 77713 INFLOW NO. OF BEDROOMS PLANT SIZE or AP500-P GAL. PER DAY 500 gpd 3 AP600-P 600 gpd or AP750-P 750 gpd or MORE REQUIRED SYSTEM CHART UNIT SIZE A 500 GAL. PLANT 5'-6" 600 GAL. PLANT 5'-6" 750 GAL. PLANT 6'-0" B 5'-4" 5'-4" 5'-4" C D 7'-0" 7'-0" 7'-0" 300 GAL. PT/PUMP 500 GAL. PT/PUMP 750 GAL. PT/PUMP 5'-6" 5'-6" 7'-0" 7'-0" 5'-6" 7'-0" -4" -4" -4" AP SERIES - AEROBIC TREATMENT UNIT (ATU) FIBERGLASS. PREMANUFACTURED CONSTRUCTION: OF 1/2 INCH A VARIES DEPENDING ON CONFIGURATION750 GALLON PRETREATMENT 750 GAL PLANT 750 GAL. PUMP TANK BRENT LYNN ST JOHN, USVI LOCAL DISTRIBUTER (800) 370-3749 or (340) 693-7665 D B AP1000- 1000 gpd C C 1000 GAL. PLANT 5'-6" 5'-10" 7'-0" HYDROACTION SEC. SP100 SEPTIC TREATMENT SYSTEM DETAILS SYSTEM 750/AP750-P750 (4-5 BEDROOMS) AP-1000 UNIT: HELICONIA PSITTACORUM EARTH BERM FINAL EFFLUENT ABSORBTION WASTEWATER TREATMENT SYSTEM P-1 P-2 MASONRY COLUMN FOR METER AND MAIN SWITCH COPPER GROUND CLAMP 1- # 5 GROUND ROD 8'-0" COLUMN & PAD DETAIL FOR SERVICE ENTRANCE DIAGRAM 8"X 30"CONC. COL. 4'- 6"X 2'- 8"CONC. PAD # 4 @ 10" O.C. E.W. LONG COPPER WELD GRADE LINE 3 - # 3 IN 1 1/4" DIA. PVC CONDUIT M 1 1/2" DIA RIGID GALVANIZED CONDUIT WITH WEATHER HEAD WITH 3-# 2 THW HEIGHT OF LOAD CENTER = 5'-6" HEIGHT OF METER = 6'-0" HEIGHT OF WEATHER HEAD = 14"-0" 3 - # 2 THW NOTE: 18" MIN 1' - 0" 2' 6" 1' 0" 4' 6" 8-#5 VERT. W/ # 3 TIES @ 6" O.C. L/2 # 3 TIES @ 3" O.C. L/4 1'0" 0'8" 1'0" 2'8" ELECTRICAL SERVICE ENTRANCE DIAGRAM NOTE: ALL UNDERGROUND CABLE INSTALLED UNDER BUILDING SHALL BE IN RACEWAY OR CONDUIT THAT IS EXTENDED BEYOND THE OUTSIDE WALL OF THE BUILDING. BACKFILL CONTAINING LARGE ROCK, PAVING MATERIAL, CINDERS, SHARPLY ANGULAR SUBSTANCES OR CORROSIVE MATERIALS SHALL NOT BE PLACED IN AN EXCAVATION WHERE MATERIALS MAY DAMAGE CABLES OR CONDUIT. 3' 0" 1'0" WARNING TAPE PHONE, CABLE TV, DATA (3) 2" DIA SCH 80 PVC PIPE POWER - (2) 3" DIA SCH 80 PVC PIPE TO TRANSFORMER (ONE SPARE) GRADE 4'0" 3'0" 1'0" SAND FILL TO CUSHION PIPE 1" = 20'-0" 1 00 -SITE PLAN OWNER:KENNETH & CAROLYN RICHARDS 44 N. Seahorse Circle, Santa Rosa Beach FL 32459 TEL: (686) 226 -7873 SITE INFORMATION LOCATION:PARCEL # 408 ESTATE CHOCOLATE HOLE CRUZ BAY QUARTER ST JOHN, USVI SCOPE: SCOPE: CONSTRUCTION OF TWO STORY CONCRETE RESIDENCE POOL, TERRACE, PARKING AND UTILITIES. LOT SIZE: 0.44 ACRES 19,166 SF ZONING:R-2 @ 30% COVERAGE 5,750 SF PARKING:2 SPACES @ 400 SQ. FT. BUILDING TABULATIONS FLOOR AREA:GROUND LEVEL 1,585 SQFT 1,200 SQFT UPPER LEVEL TOTAL AREA: FOOTPRINT AREA (INCL. DECKS)1,620 SQFT HEIGHT: TWO STORY CISTERN REQUIREMENTS ROOF AREA:ONE STORY ROOF AREA 385 SQFT 10 GAL/SQFT = 3,850 GALLONS CISTERN:REQUIRED: 21,850 GALLONS PROVIDED: 24,200 GALLONS

600 GALLON AP600-P WASTEWATER TREATMENT SYSTEM W/ 600 GALLON PRETREATMENT TANK NOTE: CONTRACTOR TO PROVIDE A 4" DIAMETER PVC CISTERN FILL PIPE TO LOCATIONS AS DIRECTED BY THE OWNER TWO STORY ROOF AREA 1200 SQFT 15 GAL/SQFT = 18,000 GALLONS

INFOMRATION 1/4" = 1'-0" 4 WASTEWATER TREATMENT PLANT 1/2" = 1'-0" 3 SCOOPED TERRACE 1/2" = 1'-0" 6 ELECTRIC SERVICE ENTRANCE 1/4" = 1'-0" 5 UNDERGROUND POWER DETAIL 2 EROSION CONTROL SILT FENCE

WASTE TREATMENT REQUIREMENTS SEWAGE:

PROJECT

GSPublisherVersion 3/32" = 1'-0" 10/26/2023 Scale: Date: Drawn By: G104 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Site plan 24'' by 36'' D02 7' 3' O2 7' 3' O2 7' 3' O2 7' 3' D03 7' 2'-10" O2 7' 3' D03 7' 2'-10" D02 7' 3' D04 7' 4'-6" D04 7' 4'-6" 242'-11" 142'-5" 250' 32'-2" 23'-6" 36'-7" 26'-4" 33'-7" 139'-10" 227'-4" 15'-7" 235'-1" 14'-11" 30' ESTATE ROAD PARCEL 408 0.77 Ac c. 32.350 sq.ft. 10' OFFSET 10' OFFSET Gut 30'offsetfromcenterofgut Property line Property line Property line 51'-6" 12'-10" 32'-4" 200 190 1 8 0 1 7 0 1 6 0 1 5 0 1 4 0 1 3 0 1 2 0 1 1 0 15 ' OFFSET Proposed building Ground floo r + Upp er floor Ground floo r Pool terrace Coveredparking Driveway Wastetreatmentsystemlocation Utility pole (approx. location) Utility pole (approx. location) Electrical monument proposed location Proposed e lectrical service entrance N Parcel 409 A9-133-176 Parcel 407 A9-133-176 Parcel 402 A9-133-176 Line of drainage S 58 degrees 59' 20'' W S 08 degrees 12 '05'' E S 58 degrees 35 20'' E

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A101 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com First ﬂoor plan 24'' by 36'' W01 8' 8' Sill 6" D01 7' 3' W01 8' 8' Sill 6" W02 8' 6' Sill 6" W04 8' 8' Sill 6" W01 8' 8' Sill 6" D02 7' 3' O2 7' 3' O2 7' 3' O2 7' 3' D03 7' 2'-10" W04a 8' 8' Sill 6" W04a 8' 8' Sill 6" O2 7' 3' D03 7' 2'-10" W03 8' 10' Sill 6" D02 7' 3' D04 7' 4'-6" D04 7' 4'-6" Open to below 13'-8" /16'-2" Main Entrance Terrace Entrance Terrace Entrance MainEntrance 6 W04 8' 8' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W06 8' 4' Sill 6" W1 50'-5" 13'-4" 32'-2" 10'-11" 8'-9" 15'-9" 14'-4" 13'-8" 32'-2" 24'-4" 11' 9'-9" 9'-9" 10'-11" 8'-9" 15'-9" 14'-4" 13'-8" 31'-9" 9'-9" 9'-9" 11' 16'-8" 4'-10" 4'-4" 14'-6" 18'-6" 2' 15'-3" 14'-4" 1'-10" 8' 2'-4" 6' 7'-10" 8' 4'-11" 8' 3'-6" 13'-9" 1'-1" 8'-6" 1'-9" 8'-6" 2'-1" 8'-6" 1' 1'-1" 8' 2' 8' 1'-1" 11'-1" 23'-11" 9'-6" 1'-2" 3' 16'-2" 1'-10" 8' 3'-6" 5' 2'-7" 4' 1'-4" 8' 1'-2" 3'-11" 10' 1'-1" 13'-4" 31'-9" 14'-1" 1'-4" 3' 17'-10" 8' 1' 16'-4" 10" 4' 18'-5" 18' 1'-8" 18'-5" 18' 1'-9" 9'-5" 5'-1" 4'-3" 18'-10" 4'-4" 5'-1" 9'-5" 31'-5" 21'-1" 20'-2" 11'-1" 23'-11" 45'-1" 15' 35'-5" 10'-7" 8'-9" 15'-9" 14' B B A A C C D D Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Parking space Parking space 2 Parking space 3 Open below Canopy cover Pool 15'OFFSET 10' OFFSET Closet Cistern hatch 2'x2' Cistern hatch 2'x2' Potential plumbing stack enclosure locations Master bedroom 1.4 FL.: Tiles N.A.: 188 sq ft Dressing room 1.5 FL.: Tiles N.A.: 38 sq ft Master bathroom 1.6 FL.: Tiles N.A.: 75 sq ft Dressing room 1.7 FL.: Tiles N.A.: 23 sq ft Ensuite bathroom 1.8 FL.: Tiles N.A.: 45 sq ft Bedroom 1.9 FL.: Tiles N.A.: 138 sq ft EXTERIOR Terrace 1.10 FL.: Tiles N.A.: 204 sq ft Hallway 1.2 FL.: Tiles N.A.: 74 sq ft Entrance hall 1.1 FL.: Tiles N.A.: 113 sq ft EXTERIOR Terrace 1.11 FL.: Tiles N.A.: 162 sq ft Master bedroom hall 1.3 FL.: Tiles N.A.: 33 sq ft E W N S C4 C4 7 8 9 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 1 1 2 2 3 3 C3 C2 C1 5 4 4 6 6 10'-6" 5'-10" 2'-11" 5'-6" 10'-3" 2'-9" 11'-3" 10'-6" 8'-9" 5'-6" 10'-3" 14' 22'-4" 6'-7" 17'-6" 4'-4" 1 2 3 N First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area Plans to be read in conjunction with sets S101 to S104, for additional information on wall thickness, composition, structural information and foundation.

15'OFFSET

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A102 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Ground ﬂoor plan 24'' by 36'' 14 DOWN W5a 8' 5' Sill 6" D03 7' 2'-10" D04 7' 2'-10" D03 7' 2'-10" W W07 8' 10' Sill 6" W07 8' 10' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W04a 8' 8' Sill 6" 6 W1 10'-11" 8'-9" 15'-9" 14'-4" 9'-9" 9'-9" 11' 24'-4" 9'-9" 9'-9" 11' 21'-7" 10'-11" 8'-9" 15'-9" 14'-4" 5'-4" 43'-7" 1'-7" 8' 2'-2" 5' 7'-1" 10' 5'-6" 10' 1'-1" 24' 1'-3" 8' 21'-11" 50'-5" 31'-3" 21'-2" 4'-1" 10" 16'-2" 50'-5" 31'-2" 24' 25'-2" 5' 1' 16'-4" 10" 3'-3" 10" 1' 20'-4" 1' 6'-7" 21' 10" 1' 14' 8'-11" 3'-5" 3' 3'-5" 7' 2' 9'-6" 4'-8" 31'-2" 4'-8" 2'-11" 6' 4'-2" 5' 4'-11" 6' 2'-2" 10'-5" 10'-5" 10'-5" 14' 4'-8" 14' 4'-8" 8'-5" 5' 7" 4'-8" 12'-5" 6'-5" 12'-5" Pool cistern below

10' OFFSET Open above Water cistern #2 Water cistern #1 Pool technical room below Cistern hatch 2'x2' Cistern hatch 2'x2' Located above Located above Cistern hatch 2'x2' Pass through located at ﬂoo level 3' wide x 3' high Potential plumbing stack enclosure location Step down Pool technical room access below Capacity: 11.500 gallons Capacity: 2.700 gallons Walkway Open plan living room 0.1 FL.: Tiles N.A.: 585 sq ft Hallway 0.2 FL.: Tiles N.A.: 54 sq ft Ensuite bathroom 0.5 FL.: Tiles N.A.: 41 sq ft Bedroom 0.6 FL.: Tiles N.A.: 167 sq ft Bathroom 0.4 FL.: Tiles N.A.: 19 sq ft Storage 0.3 FL.: Tiles N.A.: 55 sq ft Laundry 0.4 FL.: Tiles N.A.: 10 sq ft EXTERIOR Terrace 0.5 FL.: Tiles N.A.: 661 sq ft Mechanical room 0.6 FL.: Tiles N.A.: 74 sq ft Bedroom A.1 FL.: Tiles N.A.: 154 sq ft Bathroom A.2 FL.: Tiles N.A.: 41 sq ft EXTERIOR Terrace 0.5 FL.: Tiles N.A.: 259 sq ft Hallway A.3 FL.: Tiles N.A.: 33 sq ft Bedroom A.4 FL.: Tiles N.A.: 154 sq ft B B A A C C D D E W S D05 7' 3' D03 7' 2'-10" W04 8' 6' Sill 6" W04 8' 6' Sill 6" W02 4' 5' Sill 4'-6" C4 C4 7 8 9 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 9'-9" 4'-7" 2'-9" 13' 5'-4" 10'-5" 4'-7" 9'-9" 9'-9" 4'-7" 15'-9" 10'-7" 8'-9" 2'-5" 3' 3' 21'-5" 19'-8" 21'-1" 8'-8" 5'-4" 5'-3" 5'-2" 4'-3" 8" 9'-1" 8" 4'-9" 4' 15'-9" 14' 20'-4" 9'-5" 14' 6'-4" 7'-8" D03a 7' 2'-8" D03 7' 2'-10" D04 7' 4' O2 7' 3' D02 7' 3' W5a 8' 5' Sill 6" Terrace catchemen area inlet location 1 1 2 2 3 3 C3 C2 C1 5 4 6 6 1 2 3 N Plans to be read in conjunction with sets S101 to S104, for additional information on wall thickness, composition, structural information and foundation. For pool cistern design and information, please check sheet P101. First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area

(2)2x4 Purlins at ridge and eave/fascias

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A103 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Roof framing plan 24'' by 36'' Main Entrance Terrace Entrance Terrace Entrance W1 C D 10'-11" 8'-9" 15'-9" 14'-4" 1'-10" 1'-10" 1'-10" 1'-10" 3'-8" 1'-9" 1'-9" 1'-9" 3'-6" 2' 2' 3'-3" 3'-5" 1'-9" 3'-5" 1'-10" 1'-10" 1'-10" 1'-10" 3'-7" 1'-10" 2'-9" 14'-4" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 9'-9" 9'-9" 11' 1'-4" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 3'-4" 3' 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 3'-3" 1'-8" 1'-8" 3' 6" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-6" 20'-10" 9'-8" 10'-11" 8'-9" 15'-9" 14'-4" 49'-9" 11' 9'-9" 9'-9" 33'-3" 3'-4" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-9" 1'-9" 1'-9" 3'-6" 2' 2' 1'-7" 1'-8" 1'-8" 1'-9" 1'-9" 2'-5" 2'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 2'-3" 2'-6" 3'-4" 3'-11" 3'-10" 3'-5" 2'-6" 1'-10" 2'-5" 5'-11" 2'-4" 1'-10" 2x12 Ridge beam 3x8 Rafter 2x12 Hip beam 2x12 Hip beam 4x2 Purlin 2x10 Hip beam 3x6 Rafter 2x12 Ridge beam 4x2 Purlin 4x2 Purlin 4x2 Purlin 3x6 Rafter 2x6 Collar tie 2x4 post 2x4 post 2x4 post 3x6 Rafter tie 3x6 Rafter tie Fascia Top plate 2x6 Beam 2x6 Beam 4x8 Beam W N C4 C4 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C2.1 1 1 2 2 3 3 6 6 2x4 post N Roof framing plan | 1/4''= 1'-0'' scale 2x4 Purlin 3x8 Rafter 2 2x4 Post 2x12 Hip beam 2x6 Collar tie 2x6 Collar tie 2 2x4 Post 2x6 Rafter tie 2 2x12 Ridge beam 3x8 Rafter Roof framing axo 2 2x12 Ridge beam Plans to be read in conjunction with sets S101 to S104, for additional information on wall thickness, composition, structural information and foundation.

First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A104 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Roof plan 24'' by 36'' W1 C C D D 9'-9" 9'-9" 11' 10'-11" 8'-9" 15'-9" 14'-4" 9'-9" 9'-9" 11' 10'-11" 8'-9" 15'-9" 14'-4" 11'-8" 11'-8" 9'-6" 53'-4" 23'-4" 9'-6" 34'-7" 17'-3" 36'-2" 53'-4" E W N Open below Open below Open below Open below Solar panels placement Downspount 3 inch diameter or larger Downspount 3 inch diameter or larger Downspount 3 inch diameter or larger Downspount 3 inch diameter or larger Plumbing vent and ground ﬂoo bathroom ventilation exit location Solar panels placement Solar pan e ls placement 4:12 Roof pitch 30% Roof slope incline Open below C4 C4 C0 C0 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 1 1 2 2 3 3 C3 C2 C1 6 6

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A201 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com North and South Elevations 24'' by 36'' -23'-6" -5 Foundation -11'-10" -3 Ground floo slab -10'-10" -2 Ground floo -1'-10" -1 Ground floor ceiling ±0' 0 First floo +9' 1 First floor ceiling +10' 2 Roof framing +13'-3" 3 Roof -2' +9' +3'-8" +8'-6" -2'-4" -10'-4" -7'-9" 9'-11" 1' 9' 1'-10" 9' 1' 3'-3" 3'-6" +3'-8" 3' 9' 1'-10" 1'-9" 3'-4" -2'-4" -6'-4" -2'-4" +5'-1" W04 Dim.8' x 8' W06 Dim.4' x 8' W05 Dim.5' x 8' W04 Dim.8' x 8' W07 Dim.10' x 8' Sun shading system Sun shading system W04 Dim.8' x 8' W05 Dim.5' x 8' W07 Dim.10' x 8' White exterior wall finish White exterior wall finish Railing 02 Railing 02 Exterior stone finish Soil box Railing 03 Exterior stone finish D06 Dim.3' x 7' W03 Dim.10' x 8' Solar roof panels Solar roof panels Solar roof panels W04 Dim.6' x 8' W04 Dim.6' x 8' W02 Dim.5' x 4' -1'-10" -1 Ground floor ceiling ±0' 0 First floor +9' 1 First floor ceiling +10' 2 Roof framing +13'-3" 3 Roof +8'-6" +8'-6" +9' 9' 1' 3'-3" 2'-1" 3' 4'-11" +6" W01 Dim.8' x 8' W02 Dim.6' x 8' W04 Dim.8' x 8' Sun shading system White exterior wall finish Light grey roof finish SSouth Elevation 1/4" = 1'-0" NNorth Elevation 1/4" = 1'-0" PLEASE NOTE: All downspouts will be painted white.

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A202 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com West and East Elevations 24'' by 36'' -23'-6" -5 Foundation -11'-10" -3 Ground floo slab -10'-10" -2 Ground floo -1'-10" -1 Ground floo ceiling ±0' 0 First floor +9' First floor ceiling +10' 2 Roof framing +13'-3" 3 Roof +9' +3'-6" +8'-6" +6" -10'-4" -2'-4" 11'-8" 1' 9' 1'-10" 9' 1' 3'-3" White exterior wall finish White exterior wall finish Railing 02 W04a Dim.8' x 8' W04a Dim.8' x 8' W04a Dim.8' x 8' Sun shading system Sun shading system Exterior stone finish -2' -2'-4" +8'-6" +7' 11'-8" 1' 9' 1'-10" 9' 1' 3'-3" W01 Dim.8' x 8' W5a Dim.5' x 8' D01 Dim.3' x 7' White exterior wall finish White exterior wall finish Sun shading system White exterior wall finish Light grey roof finish Solar roof panels -11'-10" -3 Ground floor slab -10'-10" -2 Ground floor -1'-10" -1 Ground floor ceiling ±0' 0 First floor +9' First floo ceiling +10' 2 Roof framing +13'-3" 3 Roof 9' 1'-10" 1'-9" 3'-4" -2'-4" +5'-1" -7'-4" 3'-6" 9'-1" 3'-4" W5a Dim.5' x 8' WWest Elevation 1/4" = 1'-0" EEast Elevation 1/4" = 1'-0" W1West Elevation Ammendment 1/4" = 1'-0" PLEASE NOTE: All downspouts will be painted white.

GSPublisherVersion 0.0.100.99 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A301 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Section A 24'' by 36'' D-01 D-02 D-03 D-04 D-05 D-06 D-07 D-08 D-11 D-12 D-11 D-10 -17'-3" Foundation -5'-7" Ground floor slab -4'-7" Ground floor +4'-5" Ground floor ceiling +6'-3" First floor +15'-3" First floor ceiling +16'-3" Roof framing +19'-6" Roof 1' 9' 1'-10" 9' 1' 3'-3" Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Air space Hanger structure Tongue and grove ceiling Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Insulation (2'' minimum) Polymer-modified cementbased coating (Thoroseal) Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Stucco interior finish coat Base coat Masonry wall Base coat Stucco interior finish coat Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Polymer-modified cementbased coating (Thoroseal) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Polymer-modified cement-based coating (Thoroseal) Concrete wall Base coat Stucco interior finish coat Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Waterproofing membrane Concrete slab Hanger structure Tongue and groove ceiling Exterior ceramic tiles Portland cement mortar bed with w re mesh reinforcement (1'' minimum) Concrete slab Polymer-modified cement-based coating (Thoroseal) Concrete wall Waterproofing membrane Rigid insulation Draining mat Exterior stone finish Metal lath Mortar scratch coat Mortar setting bed Concrete wall Cistern Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Interior ceramic tile Dry-set or latex portland cement mortar (1/4'' minimum thickness) Masonry wall Dry-set or latex portland cement mortar (1/4'' minimum thickness) Interior ceramic tile Pool shell Cementious waterproofing Scratch coat Mortar bed Ceramic tile Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and groove ceiling Exposed rafter

NOTE: Sections to be read in conjunction

sets S1 and S2, for complete structural information.

PLEASE

with

GSPublisherVersion 0.0.100.99 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A302 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Section B 24'' by 36'' D-01 D-02 D-03 D-09 D-11 D-11 D-10 -17'-3" Foundation -5'-7" Ground floor slab -4'-7" Ground floor +4'-5" Ground floor ceiling +6'-3" First floor +15'-3" First floor ceiling +16'-3" Roof framing +19'-6" Roof 1' 9' 1'-10" 9' 1' 3'-3" Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Exterior ceramic tiles Portland cement mortar bed with iwre mesh reinforcement (1'' minimum) Concrete slab Strip wooden flooring Cement topping Concrete slab Insulation (2'' minimum) Polymer-modified cementbased coating (Thoroseal) Polymer-modified cementbased coating (Thoroseal) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Polymer-modified cement-based coating (Thoroseal) Concrete wall Waterproofing membrane Rigid insulation Draining mat Cistern Pool Cistern Exterior ceramic tiles Portland cement mortar bed with iwre mesh reinforcement (1'' minimum) Concrete slab Polymer-modified cement-based coating (Thoroseal Exterior stone finish Metal lath Mortar scratch coat Mortar setting bed Concrete wall Polymer-modified cement-based coating (Thoroseal) Concrete wall Closed cell polyurethane foam (1'' minimum) Steel studs Rigid insulation (2'' minimum) Compact sand (4'' minumum thickness) 1/2'' Gypsum board Interior finish Stucco interior finish coat (float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and groove ceiling Exposed rafter Polymer-modified cementbased coating (Thoroseal) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Polymer-modified cementbased coating (Thoroseal Concrete wall Polymer-modified cementbased coating (Thoroseal) Concrete wall

NOTE: Sections to be read in conjunction with sets S1 and S2, for complete structural information.

PLEASE

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A303 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Section C and D 24'' by 36'' -5'-7" Ground floo slab -4'-7" Ground floo +4'-5" Ground floo ceiling +6'-3" First floor +15'-3" First floor ceiling +16'-3" Roof framing +19'-6" Roof 1' 9' 1'-10" 9' 1' 3'-3" 10'-8" 1'-2" 7" 3' 6" Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Interior ceramic tile - backsplash Dry-set or latex portland cement mortar (1/4'' minimum thickness)1/2'' Gypsum board - mold and moisture resistant Furring strips (1''x3'' @ 16'' minimum)Masonry wall Dry-set or latex portland cement mortar (1/4'' minimum thickness) Interior ceramic tile Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Air space Hanger structure 2 layers of 1/2'' gypsum board - mold and moisture resistant Interior ceiling finish Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and groove ceiling Exposed rafter Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) D-12 D-11 D-11 D-06 SD16 SD17 -5'-7" Ground floor slab -4'-7" Ground floor +4'-5" Ground floor ceiling +6'-3" First floo +15'-3" First floo ceiling +16'-3" Roof framing +19'-6" Roof 1' 9' 1'-10" 9' 1' 3'-3" 1' 9' 1'-10" 9' 1' 3'-3" Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Waterproofing membrane Concrete slab Hanger structure Tongue and groove ceiling Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and gro ve ceiling Exposed rafter Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Exterior pavement Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Waterproofing membrane Concrete slab Hanger structure Tongue and groove ceiling Interior finish Gypsum board - mold and moisture resistant Furring strips (1''x3'' @ 16'' minimum) Masonry wall Dry-set or latex portland cement mortar (1/4'' minimum thickness) Interior ceramic tile CSection C 1/4" = 1'-0" DSection D 1/4" = 1'-0" Sections to be read in conjunction with sets S1 and S2, for complete structural information. All installed gypsum board will be moisture and mold resistant

GSPublisherVersion 0.0.100.99 1/2" = 1'-0", 3/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A401 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Detail plans 24'' by 36'' D03 7' 2'-10" Sill 6" Sill 6" 1'-5" 2'-4" 1'-4" 3' 3'-11" 9' 3'-1" 7" 15'-6" 4'-9" 4' IE03 IE02 IE01a IE01b Interior ceramic tile - backsplash Interior adhesive (1/4'' minimum thickness) Masonry wall Interior adhesive (1/4'' minimum thickness) Interior ceramic tile 10'-5" 5'-4" 5'-4" 7'-8" 2'-9" 8'-9" 2'-6" 2'-11" 3' D03a 7' 2'-8" D03 7' 2'-10" Stucco finish interior coat Stucco base coat Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile Bench Interior ceramic wall tile Interior tile adhesive (1/4'' minimum thickness) Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile Interior ceramic wall tile Interior tile adhesive (1/4'' minimum thickness) Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile O2 7' 3' O2 7' 3' D03 7' 2'-10" D03 7' 2'-10" D04 7' 4'-6" W05 8' 5' Sill 6" W06 8' 4' Sill 6" 8'-9" 5'-6" 5'-1" 9'-4" 1'-3" 2'-8" 5'-1" 3" 5'-1" 3" 1'-8" 6'-7" 3" 3" 1'-8" 3'-7" 5' 3' IE04 IE05 IE06 Cistern hatch 2'x2'5'-3" 7'-2" 2'-2" 5' Bench Bench Stucco finish interior coat Stucco base coat Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile Interior ceramic wall tile Interior tile adhesive (1/4'' minimum thickness) Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile Stucco finish interior coat Stucco base coat Masonry wall Interior tile adhesive (1/4'' minimum thickness) Interior ceramic wall tile Ground floor | Bathroom and kitchen detail plan | 1/2''= 1'-0'' scale Upper floor | Bathroom detail plan | 1/2''= 1'-0'' scale Ground floor | Bathroom and kitchen detail axonometric Upper floor | Bathroom detail axonometric

GSPublisherVersion 3/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A402 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Interior elevations 24'' by 36'' Double vanity Double vanity Mirror Shower Wall mounted toillet Wall-mounted toillet 36'' Vanity Shower Mirror Shower Wall mounted toillet 36'' Vanity Mirror Wall mounted toillet Vanity Mirror 2'-2" 3' 3' 3' 2'-2" 2'-2" 0' 3' 2'-10" 3' 2'-10" 3' 3' 2" 11" 11" 11" 2" 2'-10" 3' 2'-2" 2'-2" 2'-2" 2' 2'-2" 2'-8" 2'-2" 2'-10" 3' 3' 2" 11" 11" 11" 2" Dishwasher Sink Drawers Drawers Drawers Storage Refrigerator Shelving Shelving Shelving Storage Oven Shelving BacksplashSink Built in LED light 9' 3' 5'-10" 2" 4' 2'-6" 2'-2" 2" 2" 11" 11" 11" 2" Drawers Drawers Area under the stove Built-in stove IE04Upper floor | Master Bathroom 1|2 3/4" = 1'-0" IE05Upper floor | Master Bathroom 2|2 3/4" = 1'-0" IE06Upper floor | 1.8 Bathroom 3/4" = 1'-0" IE03Ground floor 0.5 Bathroom 3/4" = 1'-0" IE02Ground floor | 0.4 Bathroom 3/4" = 1'-0" IE01aGround floor Kitchen 1 3/4" = 1'-0" IE01bGround floor | Kitchen 2 3/4" = 1'-0"

GSPublisherVersion 1/2" = 1'-0", 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A403 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Parking canopy and driveway entrance 24'' by 36'' 6" 6" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 7" 3' Main Entrance 10'-3" 10'-6" 10'-3" 16'-6" 18' 10" 14'-7" 18' 10" 9" 18' 18'-4" Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Parking space 1 Parking space 2 Parking space 3 Canopy cover 15'OFFSET 7 8 9 6 Main Entrance C D 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-1" 27'-11" 27'-8" 27'-5" 27'-2" 26'-11" 26'-9" 26'-6" 26'-3" 26'-1" 25'-10" 10'-5" 9'-3" 10'-5" 25'-7" 25'-4" 25'-1" 24'-10" 24'-8" 24'-5" 24'-2" 23'-11" 23'-8" 23'-6" 23'-3" 23' 22'-9" 22'-6" 22'-4" 22'-1" 21'-10" Post - HSS 4'' x 4'' x 3/8'' 2x6 Beam 2x6 Beam 4x8 Beam Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' Post - HSS 4'' x 4'' x 3/8'' C0 7 8 9 C2.1 C3 C2 C1 6 10'-3" 10'-6" 10'-3" 7' 6" 6" Main Entrance 10'-3" 10'-6" 10'-3" IE07 8 9 Main Entrance 1'-1" 10'-3" 10'-6" 10'-3" 1'-1" 3' 6" 1' 1' 6" 8 9 DCanopy section 1/2" = 1'-0" IE07Driveway entrance elevation 1/2" = 1'-0" First floor Canopy detail plan | 1/4''= 1'-0'' scale Roof framing Canopy detail plan | 1/4''= 1'-0'' scale Sheet A403 to be read in conjunction with sets S1 and S2, for complete structural information. Ground floor | Driveway entrance detail plan 1/2''= 1'-0'' scale Upper floor Driveway entrance detail axonometric

Polymer-modiﬁed cement-based coating (Thoroseal)

Concrete wall

Polymer-modiﬁed cement-based coating (Thoroseal)

Concrete slab

Polyethylene moisture barrier

Rigid insulation (2'' minimum)

Compact

GSPublisherVersion 1/2" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A404 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Pool detail plan 24'' by 36'' 1' 20'-4" 1' 1' 14' 14' 3'-11" 16'-5" 4'-1" 10" 10" 10" 10" 10" 10" 10" PE01 SE02 Pool cistern below Pool technical room below Cistern hatch 2'x2' Pool technical room access below 4 Terrace catchemen area inlet location 1 2 3 5'-5" 20'-4" 8'-2" 8'-2"

sand (4'' minumum thickness)

Pool shell Cementious waterprooﬁng Scratch coat Mortar bed Ceramic tile Pool technical room Pool cistern Pool PE01Pool section 1/2" = 1'-0" Ground ﬂoor | Pool detail plan 1/2''= 1'-0'' scale Terrace catchemen area inlet location Pool cistern below Pool technical room below Cistern hatch

Observations

Windstorm

Bathroom

Bathroom window.

GSPublisherVersion 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A501 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Door and window schedule 24'' by 36'' Door and window schedule ID

D01, Exterior door, full leaf with partial glazing, hinged, frame covers exterior wall, White leaf, clear glass, wooden frame D02, Interior door, solid leaf, hinged, frame covers wall on both sides., White door leaf, natural wooden frame. D03, Interior door, solid leaf, hinged, frame covers wall on both sides, White door leaf, natural wooden frame. D03a, Interior door, solid leaf, hinged, frame covers wall on both sides, White door leaf, natural wooden frame. D04, Interior door, solid leaf, hinged, frame covers wall on both sides, White door leaf, natural wooden frame. D04, Interior folding door, solid leaf, frame covers wall on both sides, White door leaf, natural wooden frame. D05, Interior door, solid leaf, hinged, frame covers wall on both sides, White door leaf, natural wooden frame.

O2, Interior framed opening, frame covers wall on both sides, Natural wooden frame. W01, Fixed glass window, 3 panels., Clear glass, white frame Floor First floor Ground floor First floor Ground floor First floor Ground floor Ground floor Ground floor First floor Ground floor Foundation First floor Ground floor First floor Pcs. 1 1 2 4 2 1 1 1 2 1 1 4 1 3 Plan view 3' 3' 3' 2'-10" 2'-10" 2'-8" 2'-10" 4' 4'-6" 3' 3' 3' 3' 8' Frontal view 7' 2'-8" 2'-10" Height 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-0" Width 3'-0" 3'-0" 3'-0" 2'-10" 2'-10" 2'-8" 2'-10" 4'-0" 4'-6" 3'-0" 3'-0" 3'-0" 3'-0" 8'-0" Observations Entrance door. Windstorm minimum resistance 145 mph. Maximum solar heat gain coeficient of 0.40. Securbable in open position. Securbable in open position. Bathroom door. Bathroom door. Ground floor storage room door. Bathroom door. N/A N/A Mechanical room door. Pool technical room door. Windstorm minimum resistance 145 mph. N/A N/A Windstorm minimum resistance 145 mph. Maximum solar heat gain coeficient of 0.40. Door and window schedule ID W02, Fixed

D06, Exterior utility door, solid leaf, hinged, N/A O2, Interior framed opening, frame covers wall on both sides, natural wooden frame.

glass window, 3 panels, Clear glass, white frame.

W02, Fixed glass window, 3 panels., Clear glass, white frame. W03, Fixed glass window, 3 panels, Clear glass, white frame.

white frame. W04, Sliding window, 4 panels, frame covers exterior wall., Clear glass, white frame. W04a, Sliding window, 4 panels, frame covers exterior wall., Clear glass, white frame.

Sliding window, 2 panels, frame covers exterior wall, Clear glass, white

window, 2 panels, frame covers exterior wall,

white

Sliding window, 2 panels, frame covers exterior wall., Frosted glass, white frame.

Sliding window, 2 panels, frame covers exterior wall, Frosted glass, white frame. W07, Sliding window, 4 panels, frame covers exterior wall., Clear glass, white frame. Floor First floor Ground floor First floor First floor First floor Ground floor Ground floor Ground floor First floor Ground floor First floor Ground floor First floor Pcs. 1 1 1 1 2 1 2 1 2 2 1 1 1 Plan view 6' 5' 10' 8' 8' 8' 6' 8' 8' 5' 5' 5' 4' Frontal view 5' 4' 5' 8' 5' 8' 4' Height 8'-0" 4'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" Width 6'-0" 5'-0" 10'-0" 8'-0" 8'-0" 8'-0" 6'-0" 8'-0" 8'-0" 5'-0" 5'-0" 5'-0" 4'-0"

W04, Sliding window, 4 panels, frame covers exterior wall, Clear glass,

W5a,

frame. W05, Sliding

Frosted glass,

frame. W05,

W06,

mph. Maximum solar heat

0.40.

minimum resistance 145

gain coeﬁcient of

minimum resistance 145 mph. Maximum solar heat gain coeﬁcient of 0.40.

minimum resistance 145 mph. Maximum solar heat gain coeﬁcient of 0.40. Windstorm minimum resistance 145 mph. Maximum solar heat gain coeﬁcient of 0.40.

Windstorm

resistance 145 mph. Maximum solar heat gain coe

of 0.40.

minimum resistance 145 mph. Maximum solar heat gain coe

Windstorm minimum

ﬁcient

Windstorm

ﬁcient of 0.40.

Maximum solar heat gain coe

minimum resistance 145 mph.

ﬁcient of 0.40. Windstorm minimum resistance 145 mph.

ﬁcient of 0.40.

Maximum solar heat gain coe

minimum resistance 145 mph.

ﬁcient of 0.40.

145 mph. Maximum solar heat gain

window. Windstorm minimum resistance

coeﬁcient of 0.40.

mph. Maximum solar

gain

Windstorm minimum resistance 145

heat

coeﬁcient of 0.40.

Maximum solar

Door ID Floor Ground ﬂoor Pcs. 2 Plan view 10' Frontal

Windstorm minimum resistance 145 mph.

heat gain coeﬁcient of 0.40.

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A502 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list 2/2 | Dimensions in square feet , ID Ceiling-01, Material: Tongue and grove ceiling finish, Specifications Painted white., Additional information Used for the ceiling in both ground and first floor. , ID Floor-01, Material: Floor tiles - interior use, Specifications Square tiles, large size (48x48 or similar), matte finish, white marble look., Additional information Used for the interior floors. , ID Floor-02, Material:

mortar bed, Speci

Additional information N/A , ID Floor-03, Material: Floor tiles - exterior use, Speci

Square tiles, very large size (36' x 36' or similar), matter

white terrazo look, Additional information Used for the exterior terraces, not the parking , Storey Ground floor ceiling Roof framing Ground floor slab First floor Ground floor First floor Ground floor slab Ground floor First floor Ground floor slab Foundation Surface 1,166.3 1,501.0 967.9 632.1 1,468.7 760.0 1,951.8 1,468.7 517.4 989.2 Materials list 1/2 | Dimensions in cubic feet , ID Insulation-01, Material: Insulation, Specifications R-15 or greater., Additional information Used in roof. , ID Wall-04, Material: Interior masonry - type 1, Specifications Wall thickness 6 inches, Additional information Used for partion walls , ID Wall-05, Material: Interior masonry - type 2, Specifications Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground floor Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

Cement

ﬁcations N/A,

ﬁcations

ﬁnish,

Materials list 1/2 | Dimensions in cubic feet , ID Insulation-01, Material: Insulation, Speciﬁcations R-15 or

Wall-05, Material: Interior masonry - type 2, Speciﬁcations Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground ﬂoor

ID Foundation-01, Material: Polyethylene moisture barrier, Specifications N/A, Additional information N/A , ID Foundation-03, Material: Compact sand, Specifications N/A, Additional information N/A , ID Parking-01, Material: Exterior floor finish, Specifications Rectangular stone pavers, very large (24'' x 36'' or similar), light grey stone look, Additional information Used for the parking and walkway to house , ID Parking-02, Material: Mortar bed, Specifications N/A, Additional information N/A , ID Pool-01, Material: Pool wall tiles, Specifications Rectangular

Used for the

, ID Pool-02, Material: Pool floor tiles, Specifications Square tiles, large size (48' x 48' or similar), matte finish, white marble look, Additional information Used for the pool floor

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A503 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36''

square

Materials list 2/2 | Dimensions in

feet

tiles, large size

similar),

marble look, Additional information

, Storey Ground floor slab Foundation Ground floor slab Foundation First floor First floor Ground level Ground floor Surface 1,226.8 240.3 1,226.8 239.2 1,206.7 1,558.2 367.1 295.5

greater.,

information

, ID

Interior

l thicknes

6 inches, Additional information Used

walls ,

Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

(12'' x 24'' or

matt

ﬁnish, white

pool walls

Additional

Used

roof.

Wall-04, Material:

masonry - type 1, Speciﬁcations Wal

for partion

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A504 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list 2/2 | Dimensions in square feet ID Roof-01, Material: Corrugated metal roof, Specifications 24 gauge roofing, Additional information Light grey colour finish , ID Wall-01, Material: Stucco base coat, Specifications N/A, Additional information N/A , ID Wall-02, Material: Stucco interior finish coat, Specifications White, float finish., Additional information N/A , ID Wall-03, Material: Stucco exterior finish coat, Specifications White, float finish., Additional information N/A , Storey Roof framing Ground floor ceiling First floor Ground floor Ground level Ground floor ceiling First floor Ground floor Ground floor ceiling First floor Ground floor Ground level Surface 1,498.7 469.8 3,799.8 5,027.4 52.5 157.5 2,730.9 2,668.1 306.4 947.9 2,427.6 52.5 Materials

in cubic feet , ID

Material: Insulation, Speci

R-15 or greater., Additional information Used in roof. , ID

Material: Interior masonry - type 1, Speciﬁcations Wall thickness 6 inches, Additional information Used for partion walls , ID

Interior

thicknes

inches,

on the ground

or Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

list 1/2 | Dimensions

Insulation-01,

ﬁcations

Wall-04,

Wall-05, Material:

masonry - type 2, Speciﬁcations Wall

s 8

Additional information Used for the 2 thicker walls

ﬂo

Materials list 1/2 | Dimensions in cubic feet

ﬁcations

ID Wall-04, Material: Interior masonry - type 1, Specifications Wall thickness 6 inches, Additional information Used for partion walls , ID Wall-05, Material: Interior masonry - type 2, Specifications Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground floor , ID Wall-06, Material: Adhesive - interior use, Specifications N/A, Additional information N/A , ID Wall-07, Material: Wall tiles - interior use, Specifications Large rectangular tiles (24x48 inches or similar), matte finish, white

ID Wall-08, Material: Wall ﬁnish - stone veneer, Speciﬁcations Natural stone look., Additional information Used as

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A505 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list

in square feet

marble look.,

bathroom walls.

exterior finish in the base of the house. Storey First floor Ground floor Ground floor Ground floor slab First floor Ground floor Ground floor First floor Foundation Ground level Surface 1,212.8 835.8 165.2 967.9 1,103.0 2,150.2 645.4 468.3 1,644.5

l thicknes

inches, Add

information

, ID

Interior

ground

r Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

2/2 | Dimensions

Additional information Used on the

ID Insulation-01, Material: Insulation, Speci

R-15 or greater., Additional information Used in roof. , ID Wall-04, Material: Interior masonry - type 1, Speciﬁcations Wal

s 6

itional

Used for partion walls

Wall-05, Material:

masonry - type 2, Speciﬁcations Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the

ﬂoo

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A506 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list 2/2 | Dimensions in square feet , ID Wall-09, Material: Metal lath, Specifications N/A, Additional information N/A , ID Wall-10, Material: Mortar scratch coat, Specifications N/A, Additional information N/A , ID Wall-11, Material: Adhesive - exterior use, Specifications N/A, Additional information N/A , Storey Ground floor slab First floor Ground floor Ground level Ground floor slab First floor Ground floor Ground level Ground floor slab First floor Ground floor Ground floor Ground level Surface 158.5 1,074.4 410.4 1,334.0 158.5 1,061.5 410.4 1,178.3 158.5 1,052.4 410.4 295.5 292.6

feet , ID

greater.,

ditional information Used in roof. , ID

Material: Interior masonry

type

Speci

Wall thickness 6 inches, Additional information Used for partion walls ,

r Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

Materials list 1/2 | Dimensions in cubic

Insulation-01, Material: Insulation, Speciﬁcations R-15 or

Wall-04,

ﬁcations

ID Wall-05, Material: Interior masonry - type 2, Speciﬁcations Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground ﬂoo

Materials list 1/2 | Dimensions in cubic feet , ID Insulation-01, Material: Insulation, Speciﬁcations R-15 or greater., Additional information Used in roof. ,

ID Wall-04, Material: Interior masonry - type 1, Speciﬁcations Wall thickness 6 inches, Additional information Used for partion walls ,

ID Wall-05, Material: Interior masonry - type 2, Speciﬁcations Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground ﬂoor

Wall-12, Material: Mortar setting bed, Speciﬁcations N/A, Additional information N/A

ID Wall-13, Material:

information Located in the cisterns. , ID Wall-15, Material: Backsplash wall tiles, Speciﬁcations Recatangular tiles,

(6'' x 12 '' or similar), glossy ﬁnish, white metro look, Additional information Used for the

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A507 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list

Dimensions in square feet ID

Draining matt, Specifications N/A, Additional information N/A , ID Wall-14, Material: Polymer-modified cement-based coating, Specifications Example: Thoroseal, Additional

medium

, Storey Ground level Ground floor slab First floor Ground floor Ground floor Foundation Ground floor ceiling Ground floor slab Ground floor Ground level Ground floor Surface 1,175.2 158.5 1,046.5 410.4 554.1 788.8 446.4 437.6 993.3 50.1 31.8

2/2 |

sized

kitchen backsplash

Storey Roof framing First

Ground

r Ground

or Volume 498.9 456.6 313.1 110.1

ﬂoor

ﬂoo

ﬂo

GSPublisherVersion 0.0.100.99 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: A508 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Materials list 24'' by 36'' Materials list 2/2 | Dimensions in square feet ID Wall-16, Material: Waterproofing membrane, Specifications N/A, Additional information N/A Storey First floor Ground floor Surface 351.5 554.0 Materials list 1/2 | Dimensions in cubic feet , ID Insulation-01, Material: Insulation, Specifications R-15 or greater., Additional information Used in roof. , ID Wall-04, Material: Interior masonry - type 1, Specifications Wall thickness 6 inches, Additional information Used for partion walls , ID Wall-05, Material: Interior masonry - type 2, Specifications Wall thickness 8 inches, Additional information Used for the 2 thicker walls on the ground floor Storey Roof framing First floor Ground floor Ground floor Volume 498.9 456.6 313.1 110.1

GSPublisherVersion 0.0.100.99 10/26/2023 Scale: Date: Drawn

A509 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Project code: Project phase: Sheet size: Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Roof framing list 11'' by 17'' Framing schedule Location House roof framing ID 2x4 post 2x6 Collar tie 2x10 Hip beam 2x12 Hip beam 2x12 Ridge beam 3x6 Rafter 3x6 Rafter tie 3x8 Rafter 4x2 Purlin 4x3 Purlin Fascia Top plate Number of pieces 14 6 2 3 6 38 3 62 30 2 5 9 Plan view 2" 4" 8'-5" 2" 2" 2" 3" 3" 3" 4" 4" 2" 2" Framing schedule Location Parking ID 2x6 Beam 3x8 Beam 4x8 Beam Post - HSS 4'' x 4'' x 3/8'' Number of pieces 27 3 8 12 Plan view 2" 2" 2" 4" 4"

By:

GSPublisherVersion 0.0.100.99 3/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: A601 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Stair details 24'' by 36'' -10'-3" -9'-8" -9' -8'-5" -7'-10" -7'-3" -6'-7" -6' -5'-5" -4'-10" -4'-3" -3'-7" -3' -2'-5" -1'-10" -1'-2" -7" ±0' 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 3' 5" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" +3'-8" +2'-11" -6'-9" 6'-7" -10'-8" 3'-7" Wood tread

10" 10" 10" 10" 10" 10" 10" 5" 5" 5" 5" 5" 5" 5" Stone tile ﬁnish Exterior adhesive Concrete structure 10 11 12 13 14 15 16 17 DOWN UP 10" 10" 10" 10" 10" 10" 10" 10" 9" 1" 10" 10" 10" 10" 10" 10" 10" 3' D05 4'-1" 10" 10" 10" 10" 10" 10" 10" SE02 SE01Stair elevation 01 3/4" = 1'-0" Interior staircase detail plan | 3/4''= 1'-0'' scale Exterior staircase detail plan | 3/4''= 1'-0'' scale Exterior staircase detail elevation | 3/4''= 1'-0'' scale Also see sheet S202 for exterior stair engineering detail.

Wealded steel stringer

GSPublisherVersion 1 1/2"= 1'-0" 10/26/2023 Scale: Date: Drawn By: A602 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Construction details 24'' by 36'' 1'-4" 6" Polymer-modified cementbased coating (Thoroseal) Concrete wall Waterproofing membrane Draining mat Filter cloth Crushed stone Drain Polymer-modified cement-based coating (Thoroseal) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) 6 mil. Poly vapour barrier CISTERN Firm undisturbed subgrade 3' 1'-4" 3' Polymer-modified cement-based coating (Thoroseal) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) 6 mil. Poly vapour barrier CISTERN Polymer-modified cement-based coating (Thoroseal) Concrete wall Base coat Stucco interior finish coat Firm undisturbed subgrade Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) 6 mil. Poly vapour barrier Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Concrete slab Firm undisturbed subgrade Firm undisturbed subgrade Roughcast Flashing Stucco interior finish coat float finish) Base coat Concrete wall Base coat Stucco exterior finish coat float finish) Sealant Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polyethylene moisture barrier Compact sand (4'' minumum thickness) Firm undisturbed subgrade Waterline Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Concrete slab Pool shell Cementious waterproofing Scratch coat Mortar bed Ceramic tile Sealant Perimeter joint Coping/decking Sealant Perimeter joint Coping/decking Waterline Exterior stone finish Metal lath Mortar scratch coat Mortar setting bed Concrete wall Cementious waterproofing Scratch coat Mortar bed Ceramic tile Sealant Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Waterproofing membrane Concrete slab Hanger structure Tongue and groove ceiling Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Flashing Flashing Flashing Exterior ceramic tiles Portland cement mortar bed with wire mesh reinforcement (1'' minimum) Waterproofing membrane Concrete slab Hanger structure Tongue and groove ceiling Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Interior ceramic tile Dry-set or latex portland cement mortar (1/4'' minimum thickness) Masonry wall Dry-set or latex portland cement mortar (1/4'' minimum thickness) Interior ceramic tile Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Hanger structure Tongue and groove ceiling Interior ceramic tile Dry-set or latex portland cement mortar (1/4'' minimum thickness) Masonry wall Base coat Stucco interior finish coat Interior casing Door frame Sealant Perimeter joint Exterior stone finish Metal lath Mortar scratch coat Mortar setting bed Concrete wall Mortar setting bed Mortar scratch coat Metal lath Exterior stone finish Polymer-modified cementbased coating (Thoroseal) Concrete wall Waterproofing membrane Draining mat CISTERN Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) Flashing Ceramic tile finish Reinforced cement mortar bed (1'' minimum) Concrete slab Polymer-modified cementbased coating (Thoroseal) Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and groove ceiling Exposed rafter Double purlins at ridge and eaves Blocking Rafter tie Strainer Recess outlet tube into decking Stucco interior finish coat float fin sh) Base coat Concrete wall Base coat Stucco exterior finish coat float fin sh) (2) Top plate Fascia Downspout 3'' diameter 3x8 @ 32'' o.c. Flashing Fasteners 2 2x4 Post Fasteners Corrugated metal roof (24 ga.) Roof membrane or underlayment Roof sheating Insulation (R-15 or greater) 2'' Purlins Air and vapour control layer Structural support deck Tongue and groove ceiling Exposed rafter 3x8 @ 32'' o.c. D-01Foundation footing detail 1/2 1 1/2"= 1'-0" D-02Foundation footing detail 2/2 1 1/2"= 1'-0" D-03Exterior glazed window sill detail 1 1/2"= 1'-0" D-04Pool edge detail 1 1/2"= 1'-0" D-05Terrace edge detail 1 1/2"= 1'-0" D-06Exterior balcony edge detail 1 1/2"= 1'-0" D-07Upstairs terrace connection detail 1 1/2"= 1'-0" D-08Interior wall and door header detail 1 1/2"= 1'-0" D-09Exterior decorative wall detail 1 1/2"= 1'-0" D-10Slab between floors detail 1 1/2"= 1'-0" D-11Roof eave detail 1 1/2"= 1'-0" D-12Roof return detail 1 1/2"= 1'-0" Sheet A702 to be read in conjunction with set S2, for complete structural information.

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: E101 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com First floor electrical layout 24'' by 36'' W01 8' 8' Sill 6" D01 7' 3' W01 8' 8' Sill 6" W02 8' 6' Sill 6" W04 8' 8' Sill 6" W01 8' 8' Sill 6" D02 7' 3' O2 7' 3' O2 7' 3' O2 7' 3' D03 7' 2'-10" W04a 8' 8' Sill 6" W04a 8' 8' Sill 6" O2 7' 3' D03 7' 2'-10" W03 8' 10' Sill 6" D02 7' 3' D04 7' 4'-6" D04 7' 4'-6" H 6 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S EFL EFL EFL EFL EFL EFL EFL EFL EFL EFL EFL EFL S W04 8' 8' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W06 8' 4' Sill 6" W1 B B A A C D E W N S C4 C4 7 8 9 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C2.1 1 1 2 2 3 3 5 4 1 2 2 2 2 1 2 6 6 P P P P EWL EWL EWL EWL EWL EWL EWL EWL EWL EWL EWL EWL EWL IWL IWL IWL IWL 1 2 3 Electric symbols ID Ceiling fan Ceiling light Double outlet Exhaust fan (wall mounted) Exterior floor light Exterior wall light Hanging light Interior wall light Kitchen counter lighting Light switch Pendant light Pool wall light Single outlet Spotlight Plan view C 2 1'-2" 1'-6" EFL EWL H IWL P PWL 1' 1'-2" S N Permanently installed lighting fixtures will use high-efficiency light sources and will be controlled with a dimmer. Exterior lighting will have automatic sensors to shut down during daylight.

GSPublisherVersion 1' = 1'-0" 10/26/2023 Scale: Date: Drawn By: E102 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Ground floor electrical layout and schedule 24'' by 36'' 15 W5a 8' 5' Sill 6" D03 7' 2'-10" D04 7' 2'-10" D03 7' 2'-10" W 2 S S S S S S S S S S S S S S S S S S S S S S S S H H C W07 8' 10' Sill 6" W07 8' 10' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W04a 8' 8' Sill 6" H W1 Pool cistern below 15'OFFSET Open above Water cistern #2 Water cistern #1 Pool technical room below Cistern hatch 2'x2' Cistern hatch 2'x2' Located above Located above Cistern hatch 2'x2' Pass through located at floo level 3' wide x 3' high Step down Pool technical room access below Capacity: 11.500 gallons Capacity: 2.700 gallons Exterior light placed at both ends of the exterior staircase above the first and last step. Walkway C C D D E W D05 7' 3' D03 7' 2'-10" W04 8' 6' Sill 6" W04 8' 6' Sill 6" W02 4' 5' Sill 4'-6" C4 C4 7 8 9 C3 C3 C2 C2 C1 C1 5 4 C4 2 2 2 2 2 2 2 2 2 2 2 2 C2.1 C2.1 2 2 2 2 P P EWL EWL EWL EWL EWL EWL EWL EWL EWL IWL IWL IWL S PWL PWL PWL PWL PWL PWL PWL PWL PWL PWL IWL IWL EWL EWL EWL EWL EWL EWL P P P P S S S S S S S S S S S S S S D03a 7' 2'-8" D03 7' 2'-10" D04 7' 4' O2 7' 3' D02 7' 3' W5a 8' 5' Sill 6" Exhaust fan (wall mounted) Terrace catchemen area inlet location 1 2 3 C3 C2 C1 6 11 16 10 15 UP D06 7' 3' C 5 4 3 Electric symbols ID Ceiling fan Ceiling light Double outlet Exhaust fan (wall mounted) Exterior floor light Exterior wall light Hanging light Interior wall light Kitchen counter lighting Light switch Pendant light Pool wall light Single outlet Spotlight Plan view C 2 1'-2" 1'-6" EFL EWL H IWL P PWL 1' 1'-2" S N -5.Pool technical room electric layout 1/4" = 1'-0" -2.Ground floor electrical layout 1/4" = 1'-0" Permanently installed lighting fixtures will use high-efficiency light sources and will be controlled with a dimmer. Exterior lighting will have automatic sensors to shut down during daylight.

15'OFFSET

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: P101 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Ground ﬂoor, pool plumbing and ventilation 24'' by 36'' 13 DOWN W5a 8' 5' Sill 6" D03 7' 2'-10" D04 7' 2'-10" D03 7' 2'-10" W W07 8' 10' Sill 6" W07 8' 10' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W04a 8' 8' Sill 6" W1 9' 12' 8' Pool cistern below

Open above Water cistern #2 Water cistern #1 Pool technical room below Cistern hatch 2'x2' Cistern hatch 2'x2' Located above Located above Cistern hatch 2'x2' Pass through located at floo level 3' wide 3' high Step down Pool technical room access below Capacity: 11.500 gallons Capacity: 2.700 gallons (3) Inflow from downspout 3 inch diameter (6) Overflow from cistern 3 inch diameter or larger Cistern drain House drain Walkway House drain C C D D E W D05 7' 3' D03 7' 2'-10" W04 8' 6' Sill 6" W04 8' 6' Sill 6" W02 4' 5' Sill 4'-6" C4 C4 7 8 9 C3 C3 C2 C2 C1 C1 5 4 C4 C2.1 C2.1 D03a 7' 2'-8" D03 7' 2'-10" D04 7' 4' O2 7' 3' D02 7' 3' W5a 8' 5' Sill 6" Terrace catchemen area inlet location Ground floo spigot 1 2 3 C3 C2 C1 6 12 11 20 D06 7' 3' 21'-6" 11'-6" 8 Overflow from cistern 3 inch diameter or larger Cistern drain Pool cistern #1 Capacity: 12 450 gallons Terrace catchemen area inlet location 5 4 Exhaust fan (ceiling mounted) D03a 7' 2'-8" D03 7' 2'-10" 7' 2'-10" D03 7' 2'-10" D03 7' 2'-10" W04 8' 6' Sill 6" W02 4' 5' Sill 4'-6" Bathroom ceiling fan Duct to exterior Exterior exhaust for bathroom intake N Ground floor plumbing layout scale 1/4'' = 1' Pool cistern plumbing layout scale 1/4'' = 1' Ground floor bathroom ventilation scale 3/8'' = 1' PLEASE NOTE: Plumbing will run through floor slab. Ground floor bathroom for ammendment ventilation scale 3/8'' = 1'

GSPublisherVersion 3/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: P102 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Upper floor and detailed plans plumbing 24'' by 36'' W01 8' 8' Sill 6" D01 7' 3' W01 8' 8' Sill 6" W02 8' 6' Sill 6" W04 8' 8' Sill 6" W01 8' 8' Sill 6" D02 7' 3' O2 7' 3' O2 7' 3' O2 7' 3' D03 7' 2'-10" W04a 8' 8' Sill 6" W04a 8' 8' Sill 6" O2 7' 3' D03 7' 2'-10" W03 8' 10' Sill 6" D02 7' 3' D04 7' 4'-6" D04 7' 4'-6" Open to below 13'-8" /16'-2" Main Entrance Terrace Entrance Terrace Entrance W04 8' 8' Sill 6" W04 8' 8' Sill 6" W05 8' 5' Sill 6" W06 8' 4' Sill 6" C D Open below Pool Closet Cistern hatch 2'x2' Cistern hatch 2'x2' W N C4 C3 C2 C1 5 5 4 4 1 1 2 2 3 3 Upper floor spigot D03 7' 2'-10" D03 7' 2'-10" Sill 6" Sill 6" IE04 IE05 IE06 D03 7' 2'-10" W Sill 6" IE03 IE02 IE01a 2'-8" 2'-10" Vertical column Vertical column Vertical column Vertical column Ground floor | Bathroom and kitchen detail plan 1/2' = 1'-0'' scale Ground floor Bathroom and kitchen detail plan | 1/2' = 1'-0' scale First floor plumbing layout scale 1/4' = 1'

GSPublisherVersion 0.0.100.99 10/26/2023 Scale: Date: Drawn By: P103 These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View Project code Project phase: Sheet size Notes CONTRACTOR: #### CLIENT: #Client Full Name #Client E-mail STRUCTURAL ENGINEER CONSULTANT: Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Riser diagram 24'' by 36'' Ground floor kitchen (room 0.1) drainage Ground floor kitchen (room 0.1) supply Ground floor ensuite bathroom (room 0.5) drainage Upper floor bathroom (room 1.8) drainage Upper floor bathroom (room 1.8) supply Vent #1 Vent #2 Water supply from mechanical room Upper floor bathroom (room 1.6) drainage - shower and toillet Vertical column Ground floor bathroom (room 0.4) drainage Ground floor bathroom (room 0.4) supply House drainage Upper floor bathroom (room 1.6) drainage - vanities Upper floor bathroom (room 1.6) supply - shower and toillet Upper floor bathroom (room 1.6) supply - vanities Washing machine supply and drain Vertical column Ground floor spigot Upper floor spigot Ground floor bathroom (room 0.4) ventilation exhaust through roof Ground floor bathroom (room 0.4) ceiling mounted ventilator Ground floor ensuite bathroom (room 0.5) supply

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: S101 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Roof framing plan 24'' by 36'' 6 SD17 SD17 SD17 SD17 SD17 SD17 SD18 SD18 SD18 SD18 SD18 SD18 30'-6" 11' 9'-9" 9'-9" 11' 9" 8' 1' 1' 8' 9" 49'-9" 10'-11" 8'-9" 15'-9" 14'-4" 1'-6" 10'-5" 5'-11" 7'-10" 8' 4'-11" 8' 3'-2" 49'-9" 10'-11" 8'-9" 15'-9" 14'-4" 1'-6" 8' 3'-6" 5' 2'-7" 4' 1'-4" 8' 5'-2" 10' 9" 30'-6" 9'-9" 9'-9" 11' 1' 7'-8" 12'-1" 9'-9" 16'-4" 35'-11" 22'-2" 11'-2" 52'-3" 1'-4" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-6" 1'-4" 1'-9" 1'-6" 1'-8" 1'-9" 1'-6" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-4" 1'-6" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 2' 2' 1'-7" 1'-8" 1'-8" 1'-9" 1'-9" 1'-9" 1'-8" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1' 1' 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-6" 30' 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 21'-10" 27'-11" 2'-9" 9'-3" 8'-4" 1'-6" 7'-7" 8'-4" 9'-3" 2'-9" 1'-1" 10'-4" 10'-4" 10'-4" 1'-1" 33'-2" 2' BM0 Post BM0 BM0 BM0 BM0 BM0 BM0 1 BM01 BM0 BM0 BM0 BM0 1 BM0 HipA HipA 1 BM0 4 BM0 4 Ridge A HipA HipA Ridge A 1 1 1 HipA 1 8 wal (TYP.) 2x10 Flat valley 8 wal (TYP.) (2)2x4 Purlin at ridge and eave/fascias (2) 2x4 Purlin s at ridge and eave/fascias (2)2x4 Purlin at ridge and eave/fascias (2) 2x4 Purlin s at ridge and eave/fascias Post C4 C4 7 C0 C0 8 9 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 1 1 2 2 3 3 C3 C2 C1 5 4 6 6 1'-6" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 2' 2' 1'-7" 1'-8" 1'-9" 1'-9" 1'-9" 1'-9" Col. 3 Post Col. 7 2 2 Roof over roof 2 2 2 2 2 2 2 2 (2) 2x6 collar tie HHETA 16 EA. common hip Col.6 (2) 2x6 collar tie HHETA 16 EA. common rafter HHETA 16 EA. common rafter HHETA 16 EA. common hip HHETA 16 EA. common jack/rafter HHETA 16 EA. common hip HHETA 16 EA. rafter HHETA 16 EA. rafter HHETA 16 EA. hip HHETA 16 EA. common hip HHETA 16 EA. common rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 4x8 Beam or (2) 2x8 4x8 Beam or (2) 2x8 4x8 Beam or (2) 2x8 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter 2 x6 Rafter Col. Col. 7 Col. 7 HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' HSS 4''x4''x3/8'' Variable geometry truss 1 2 3 N Beam ID BM01 BM02 BM03 BM04 BM05 BM06 Size, width 8x18 8x16 8x14 8x14 12x20 10x24 Top steel (2) # 5 (4) # 5 (2) # 5 (2) # 5 4) # 5 (3) # 5 Bottom steel (2) # 5 (4) # 5 (2) # 5 (4) # 5 (4) # 5 (8) # 5 Stirrups 1/2 1/4 8 7 6 6 9 10.5 4 3.5 3 3 4 5 B eam schedule Type Jack/Common rafter Jack/Common rafter Hip/Ridge beam ID 1 2 A Sizing 3x8 3x6 (2)2x12 Max. Spacing 32'' o.c. 24'' o.cMark CF20 CF28 CF30 CF36 F4040 F4646 F4050 Col. 1 Col. 2 Col. 3 Col. 4 Col. 5 Col. 6 Col. 7 A 2'-0'' 2'-8'' 3'-0'' 3'-6'' 4'-0'' 4'-6'' 4'-0''--- Foundation and Column schedule B-4'-0'' 4'-6'' 5'-0''---C 12'' 1'-2'' 1'-4'' 1'-6'' 1'-4'' 1'-4'' 1'-4''---D---8'' 12'' 8'' 8'' 12'' 8'' 8'' E---12'' 12'' 1'-4'' 2'-9'' 2'-9'' 2'-0'' 8'' F #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6''---E---(4)#5 (8)#5 (6)#5 (10)#5 (14)#5 (8)#5 (4)#5 H (4)#5 (5)#5 (6)#5 (6)#5 #5 @ 6'' #5 @ 6'' #5 @ 6''--Remarks #3 ties every 5'' along middle half of column + every 3'' along column end #3 ties every 5'' along middle half of column + every 3'' along column end #3 ties every 7'' along middle half of column + every 4 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 4'' along middle half of column + every 3 along column end Piers information Continous footing information Firm undisturbed subgrade min 2 tons per square foot bearing capacity, verify in field. Firm undisturbed subgrade min 2 tons per square foot bearing capacity, verify in field. Slab reinforcement B1: #4 - 10'' B2: #4 - 6'' B3: #5 - 8'' T1: #4 - 12'' T2: #4 - 10'' T3: #4 - 6'' TEMP: #4 - 12'' TEMP2: #4 - 10'' TEMP3: #4 - 8'' Thoroseal specification: 1g gal. per square foot of roof ~ 20.000 gal. First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area A B E D H F 3'' Clearance 1.5'' Clearance C F H A 3'' Clearance 1.5'' Clearance C D G

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: S102 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com First floor framing plan 24'' by 36'' 11' 9'-9" 9'-9" 10'-11" 8'-9" 15'-9" 14'-4" 10'-11" 8'-9" 15'-9" 14'-4" 11' 9'-9" 9'-9" 11" 8' 21'-7" 30'-6" 49'-9" 1'-3" 8' 2'-2" 5' 7'-1" 10' 5'-6" 10' 9" 49'-9" 8" 5' 24'-10" 30'-6" BM01 BM01 BM01 BM01 BM01 BM01 BM02 BM02 BM02 BM0 2 5 1/2'' SLAB BM0 2 1/2'' SLAB TEMP TEMP T 1 T 1 T 1 B 1 2#4B. 2#4B. 2#4B. 2#4B. 2'-0'' x 2'-0'' Cistern hatch 2'-0'' x 2'-0'' Cistern hatch TEMP )#5 )#5 B 1 Open below BM0 BM0 BM03 BM0 3 SLAB Distribution bars #4@10'' T #4@12'' x 3'0'' B #5@8'' T: # 5 @ 8 '' x 70'' T #4@12'' x 3'0'' T: # 5 @ 8 '' x 70'' B #5@8'' D05 7' 3' C4 C4 C0 C0 7 7 8 8 9 9 C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 11' 9'-9" 2'-9" 2' 5' 16'-11" 2' 9" 16'-2" 2' 12' 5' 2' 2'-5" 10'-1" 11' Col. 4 Col. Col. Col. 6 T 2 T 1 T T 1 B 1 1 2 2 3 3 C3 C2 C1 6 6 N Slab reinforcement B1: #4 - 10'' B2: #4 - 6'' B3: #5 - 8'' T1: #4 - 12'' T2: #4 - 10'' T3: #4 - 6'' TEMP: #4 - 12'' TEMP2: #4 - 10'' TEMP3: #4 - 8'' Thoroseal specification: 1g gal. per square foot of roof ~ 20.000 gal. Beam ID BM01 BM02 BM03 BM04 BM05 BM06 Size, width 8x18 8x16 8x14 8x14 12x20 10x24 Top steel (2) # 5 (4) # 5 (2) # 5 (2) # 5 4) # 5 (3) # 5 Bottom steel (2) # 5 (4) # 5 (2) # 5 (4) # 5 (4) # 5 (8) # 5 Stirrups 1/2 1/4 8 7 6 6 9 10.5 4 3.5 3 3 4 5 B eam schedule First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area Type Jack/Common rafter Jack/Common rafter Hip/Ridge beam ID 1 2 A Sizing 3x8 3x6 (2)2x12 Max. Spacing 32'' o.c. 24'' o.cMark CF20 CF28 CF30 CF36 F4040 F4646 F4050 Col. 1 Col. 2 Col. 3 Col. 4 Col. 5 Col. 6 Col. 7 A 2'-0'' 2'-8'' 3'-0'' 3'-6'' 4'-0'' 4'-6'' 4'-0''--- Foundation and Column schedule B-4'-0'' 4'-6'' 5'-0''---C 12'' 1'-2'' 1'-4'' 1'-6'' 1'-4'' 1'-4'' 1'-4''---D---8'' 12'' 8'' 8'' 12'' 8'' 8'' E---12'' 12'' 1'-4'' 2'-9'' 2'-9'' 2'-0'' 8'' F #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6'' #5 @ 6''---E---(4)#5 (8)#5 (6)#5 (10)#5 (14)#5 (8)#5 (4)#5 H (4)#5 (5)#5 (6)#5 (6)#5 #5 @ 6'' #5 @ 6'' #5 @ 6''--Remarks #3 ties every 5'' along middle half of column + every 3'' along column end #3 ties every 5'' along middle half of column + every 3'' along column end #3 ties every 7'' along middle half of column + every 4 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 10 along middle half of column + every 5 along column end #3 ties every 4'' along middle half of column + every 3 along column end Piers information Continous footing information Firm undisturbed subgrade min 2 tons per square foot bearing capacity, verify in field. Firm undisturbed subgrade min 2 tons per square foot bearing capacity, verify in field. A B E D H F 3'' Clearance 1.5'' Clearance C F H A 3'' Clearance 1.5'' Clearance C D G

GSPublisherVersion 1/4" = 1'-0" 10/26/2023 Scale: Date: Drawn By: S103 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Ground ﬂoor framing plan 24'' by 36'' B B C C 6 6 23'-10" 30'-6" 15' 8'-10" 11' 9'-9" 9'-9" 49'-9" 14'-2" 31'-2" 10'-11" 8'-9" 15'-9" 14'-4" 14'-2" 10'-5" 10'-5" 10'-5" 37' 11' 9'-9" 9'-9" 6'-5" 49'-9" 14'-2" 31'-2" 10'-11" 8'-9" 15'-9" 14'-4" 14'-2" 10'-5" 10'-5" 10'-5" 14'-1" 6'-8" 3'-1" 9'-9" 11' 4'-11" 12' 4'-3" 21'-2" 11' 9'-9" 9'-9" 7'-1" 7'-1" 7'-1" 7'-2" 6'-11" 14'-4" 33'-7" 4'-8" 6'-4" 15'-9" 4'-3" 4'-10" 7'-4" 4'-10" F4050 TEMP T T B BM0 5 8'' stem wall CF30 CF 28 CF36 F40 4 0 F4 6 4 6 -1'-0'' 6'' SOG 6'' SOG BM0 5 6'' Slab 8'' stem wall TEMP 2 TEMP 2 8'' stem wall TEMP CF30 CF3 CF30 BM0 3 BM03 TEMP #4 #4 ( 3 )#4 3 )#4 6'' Slab 5 Slab TEMP TEMP BM03 BM0 BM0 3 5 Slab CF 28 CF 2 0 CF40 CF40 CF28 CF40 CF3 CF30 CF 30 CF 56 T T B CF28 CF 28 CF28 CF 28 CF 28 CF 28 CF28 CF28 CF28 BM0 3 6'' Slab 5 Slab TEMP TEMP T T 15 '6 TEMP 3 T 7 Slab BM0 6 BM0 6 T 1 T 1 T 1 T T T TEMP 2#4 x 4'-0'' Top + bottom BM03 CF 28 CF 28 CF 28 CF28 CF 28 CF 28 Grade Beam 5 Slab TEMP #4 @ 12'' TEMP #4 @ 12'' CF 28 TEMP #4 @ 12'' CF28 CF28 B: #4 @ 1 0 B: #4 @ 1 0 B: #4 @ 0 B: #4 @ 1 0 B: #4 @ 1 0 C4 C4 7 7 C0 C0 8 8 9 9 7 7 8 8 9 9 8'' stem wall T 1 T 1 B 3 BM0 5 Col. 5 Col. Wall thickness depends on HGT. V.I.F. 3 diameter pipe '' diameter pipe 8'' stem wall 8'' stem wall 3 diameter pipe 3 diameter pipe B 2 T T B4 B T 2 B 1 T T B T3 T T B2 B3 B3 Col. 2 8'' stem wall T 1 T 1 8'' stem wall T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' T: #4 @ 12'' C3 C3 C2 C2 C1 C1 5 5 4 4 C4 C2.1 C2.1 1 1 2 2 3 3 C3 C2 C1 5 5 4 4 6 6 1 1 2 2 3 3 N Beam ID BM01 BM02 BM03 BM04 BM05 BM06 Size, width 8x18 8x16 8x14 8x14 12x20 10x24 Top steel (2) # 5 (4) # 5 (2) # 5 (2) # 5 (4) # 5 (3) # 5 Bottom steel (2) # 5 (4) # 5 (2) # 5 (4) # 5 (4) # 5 (8) # 5 Stirrups 1/2 1/4 8 7 6 6 9 10.5 4 3.5 3 3 4 5 B eam schedule Slab reinforcement B1: #4 - 10'' B2: #4 - 6'' B3: #5 - 8'' T1: #4 - 12'' T2: #4 - 10'' T3: #4 - 6'' TEMP: #4 - 12'' TEMP2: #4 - 10'' TEMP3: #4 - 8'' Thoroseal speciﬁcation: 1g gal. per square foot of roof ~ 20.000 gal. First Floor House 1200 sq.ft. built area First Floor | Parking 1300 sq.ft. built area Ground Floor | House 1585 sq.ft. built area Ground Floor | Terrace 1035 sq.ft. built area

GSPublisherVersion 1 1/2"= 1'-0" 10/26/2023 Scale: Date: Drawn By: S201 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Structural details 1/2 24'' by 36'' 8" #5 @ 8'' EA.WAY 10" #5 @ 8'' EA.WAY 12" 1 1/2" 1 1/2" #5 @ 8'' #4 @ 8'' 10" 10" 10" 10" 5" 5" 5" 5" 6" 3" 3" #4 @ 8'' continous #4 @ 8'' Cast into support wall or epoxy grout 5'' #4 nosing bar 1 1/2" 8" #5 @ 8'' (2)#5 12" 12" 1 1/2" 1 1/2" 1 1/2" 1 1/2" minimum minimum (2)#3 ties every 8'' (when contained in walls) (2)#3 ties every 8'' along middle half of collumn + every 4'' along each column end (when only column) (8)#5 vertical #5 @ 8'' EA.WAY (CIM) 3/4'' plywood with # 10x3'' screws e 6'' field, e 4' edge (purlins not shown) 5 8'' plywood with # 10x3'' screws e 6'' field, e 4' edge (purlins not shown) BM04 3x6@24'' o.c. roof3x8@32''o.c. overroof 2x10 flat valley (2) 3/8 diameter x 6'' each rafter HHETA 16 TSP 36" 8" 16" 12" 6" 6" 12" 3" 3/4" CISTERN Firm undistu bed subgrade 6'' Cove (6)#5 continous Polymer-modified cement-based coating (Thoroseal) #5 @ 6'' 4'' minimum compact sand 6 mil. polyethylene vapour barrier #5 @ 8'' EA.WAY 10" 7" 3/4" 2" 8" CF30 BM06 Limitof excavation Firm undistu bed subgrade #5 @ 8'' EA.WAY #5 @ 8'' #4 @ 6'' #4 @ 12'' Top #5 @ 8'' EA.WAY 2 #5 Top of wall 6" 2" 3/4" CF28 Limitof excavation #5 @ 8'' EA.WAY #4 @ 12 #4 @ 8'' #4 @ 12'' Top 12" 3" 4x8 Beam or (2) 2x8 Min 30'' embed CC0Q4SDS 2.5 H 2.5 T Welding HSS 4x4x3/8 Post BM05 1/2'' diameter x 3'' HD, every 6'', each side Extend beam down at post location, minimum 8'' each side of post. SD048'' Wall (h<12'') 1 1/2"= 1'-0" SD0510'' Wall (12''<h<14'') 1 1/2"= 1'-0" SD0612'' Wall (14'<h<18'') 1 1/2"= 1'-0" SD07Concerete stair section (typical) 1 1/2"= 1'-0" SD08Jamb detail (typical) 1 1/2"= 1'-0" SD09Corner column detail 1 1/2"= 1'-0" SD13Flat valley detail 1 1/2"= 1'-0" SD01Section A - A 1 1/2"= 1'-0" SD02Section B-B 1 1/2"= 1'-0" SD03Section C - C 1 1/2"= 1'-0" SD17Parking covering - section view 1 1/2"= 1'-0"

GSPublisherVersion 1 1/2"= 1'-0" 10/26/2023 Scale: Date: Drawn By: S202 Notes These plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ANIMO REGIS ARCHITECTURE OU. Parcel 408 Estate Chocolate Hole St. John USVI Cliffside View CONTRACTOR: Brent Squires +1 340 690-9524 CLIENT: Carolyn Richards Kenneth Richards +1 686 226 7873 Project code Project phase Sheet size STRUCTURAL ENGINEER CONSULTANT Paul Ferraras Walt Baswright PAUL FERRERAS, P.E. POB 600122 St. Thomas, VI 00801 085.2022 Arch. Andrei Vasilief Construction Drawings Animo Regis Architecture OU US: +1 415 766 9478 EU: +40 757 230 585 Web: animoregis.com Email: andrei@animoregis.com Structural details 2/2 24'' by 36'' (2) 2x6 collar ties HHETA 16 2 1/2'' min. 2 1/2'' min. H 2/3 H (2) 5/8'' diameter A307 3''min. 3''min. (2) HRS416Z w/ 1 1/2'' fasteneres (2) 2x4 post braced with stud wall every 1'-4'' each side, laterally w / 2x4s (not shown) (2) 2x12 ridge beam 2x4 purlins c 2'-0'' every (2) 2x4s at eave + ridge 3/4'' plywood with # 10x3'' screws 3/8'' diameter x 6'' lag for each rafter Assure post / connector positioned over concrete wall/beam below HDU4-SDS2.5 w 5/8'' diameter AB epoxy grout 4'' 3x8 @ 32'' o.c. 3x8 @ 32'' o.c. (4) 5/8'' diameter A307 EA. HIP 1/4'' BentPlate 3" 3" 3" 3" Ridge beam min. min. min. min. 1/4'' bent profile EA. SIDE Ridge beam Ridge beam (2)2x10 Ridge beam (2)2x10 (4) 5/8'' diameter A307 1/4'' bent profile EA. SIDE 1/4'' 90 degrees bent profile (4) 5/8'' diameter A307 2" 4" 2" 8" HSS 4x4x3/8 Post 1/2'' diameter x 3'' HD, every 6'', each side Min 30'' embed 12" 16" 5" 3" 6" Grade beam Foundation footing Compacted backfill CF28 Beyond Limitof excavation Firm undisturbed subgrade | Minimum 2 tones per square feet bearing capacity, verify in field (2)#5 #4 @ 12'' 8'' stem wall #4 @ 12'' #4 @ 10 #4 @ 12'' epoxy embed 5'' #4 @ 12'' epoxy embed 5'' #4 @ 10 #4 @ 12 #3 each 8''/4'' New 8'' stem wall beyond 32" 14" 5" 3" Firm undisturbed subgrade | Minimum 2 tones per square feet bearing capacity, verify in field CF28 Compacted granular backfil Limitof excavation #4 @ 12'' #4 @ 10'' #5 every 8" each way 8'' stem wall #4 @ 12'' SD14Collar tie connection detail 1 1/2"= 1'-0" SD15Ridge beam post detail 1 1/2"= 1'-0" SD10Ridge/hip connection side-view SD11Ridge/hip connection plan view 1 1/2"= 1'-0" SD12Ridge/hip connection plan view 1 1/2"= 1'-0" SD18Parking covering - plan view base plate 1 1/2"= 1'-0" SD17Addition foundation and terrace beam detail 1 1/2"= 1'-0" SD16Addition foundation detail 1 1/2"= 1'-0"