Fg Merger Ii Corp. · NASDAQ:FGMC
Fg Merger Ii — Boxabl — Technical Presentation (May 2024)
26 slides from Fg Merger Ii's technical presentation, May 2024
Slide 1: Studio Casita Two Door Model BXB-000009
STUDIO CASITA TWO DOOR MODEL BXB-000009 BUILDING DATA BUILDING INFORMATION FIELD SCOPE OF WORK OCCUPANCY CLASSIFICATION: IRC ACCESSORY STRUCTURE OR DWELLING UNIT ADDRESS: · BOXABL UNITS ARE FABRICATED WITH A FLAT ROOF. IT IS THE RESPONSIBILITY OF THE OWNER/INSTALLER TO INSTALL A CODE APPROVED PITCHE
Slide 2: Floor Plan, Legend and Schedules
LEGEND 4 3 A3.0 A2.0 1 KEY NOTE WINDOW TAG 1 SEE A1.0 19'-0" 1 SIP PANEL 7'-0" 3'-0" 3'-0" 6" 5'-6" D# DOOR TAG SEE A1.0 2 INTERIOR WALL 1 2 3 FLOOR PLAN KEYNOTES WASHER/ 3'-2 43" 3'-2 43" 1 WALL MOUNTED SMOKE DETECTOR 20' AWAY FROM COOKING APPLIANCE D3 DRYER 3'-2" 2 VENTLESS COMBO WASHER/DRYER UNIT
Slide 3: Exterior Elevations and Finishes
EXTERIOR FINISHES: FOAM WEDGE ROOF: 24 GAUGE METAL PANEL INSTALLED BY MANUFACTURER 2-1/2" TH @ ROOF EDGES; 5" TH @ CENTER (1/4 : 12 SLOPE) EXTERIOR WALL SCONCE: TO BE WIRED TO A PHOTOCELL OR ASTRONOMICAL SWITCH 4 1 A3.0 A3.0 T/ UNIT T/ UNIT ELEV. + 10'-9" ELEV. + 10'-9" T/ WINDOW T/ DOOR TYP. T/ WIN
Slide 4: Roof Coverings and Wall Construction Types
TYPICAL ROOF COVERING (PITCHED ROOF): TYPICAL ROOF COVERING (FLAT ROOF): STANDARD WALL CONSTRUCTION TYPES SLOPED ROOF TRUSS KIT & ROOF COVERING (ASPHALT SHINGLES, CLAY TILES, ETC.) GAF TPO FULLY ADHERED SINGLE PLY MEMBRANE OR APPROVED ADHERE EPDM ROOFING MEMBRANE WITH ALL REQUIRED TYPICAL STRUCTURAL
Slide 5: Mechanical Plan and Ventilation Requirements
1 CU-1 WHOLE HOUSE VENTILATION SYSTEM REQUIREMENTS PER 2018 INTERNATIONAL RESIDENTIAL CODE (IRC): PLAN NOTES 1 NEW CONDENSING UNIT, CU-1. PROVIDE A WHOLE HOUSE VENTILATION SYSTEM IS TO BE CONCRETE PAD TO HAVE THE CONDENSING UNIT PROVIDED PER THE 2018 INTERNATIONAL RESIDENTIAL ON A LEVEL SURFACE. COO
Slide 6: Fan Coil Unit and Exhaust Fan Schedules
FAN COIL UNIT SCHEDULE COOLING HEATING ELECTRICAL AIR QUANTITY TOTAL TOTAL TYPE OF DESIG'N. MFG'R. MODEL NO. E.A.T. L.A.T. REFRIGERANT E.A.T. L.A.T. PHASE COMPRESSOR HSPF SEER REMARKS (CFM) CAPACITY REFRIGERANT CAPACITY VOLTAGE MCA MOCP MOUNTING DB °F/WB °F DB °F/WB °F CHARGE (°F) (°F) (Ø) (BTU/HR)
Slide 7: Electrical Power Plan and Notes
4 8 7 TR POWER NOTES: 7 13g WP 11 13f GFCI GFCI PANEL A SD 1 LOAD CENTER FULLY ASSEMBLED AND INSTALLED IN FACTORY WITH EMERGENCY SERVICE/ 1 2 3 MAIN SERVICE DISCONNECT AS PART OF LOAD CENTER. 13g 11 8 10 13d WASHER/ TR WASHER/ 11 ELECTRICIAN TO PROVIDE ELECTRICAL FEEDER/ELECTRICAL SERVICE FROM SITE
Slide 8: Plumbing Plan and Notes (Shower)
PLAN NOTES 1 PROVIDE 2" & 3" SANITARY PIPING TO THE NEW WC WWB WC 2" VENT THRU ROOF BOXABL HOUSE. COORDINATE WITH CIVIL 4 DRAWINGS THE EXACT LOCATION OF THE NEW 1 SANITARY PIPING. WASHER/ WASHER/ DRYER DRYER 2 PROVIDE 3/4" DOMESTIC COLD WATER TO NEW BOXABL HOUSE. COORDINATE WITH CIVIL DRAWINGS THE E
Slide 9: Plumbing Plan and Notes (Bathtub)
PLAN NOTES 1 PROVIDE 2" & 3" SANITARY PIPING TO THE NEW WC WWB WC 2" VENT THRU ROOF BOXABL HOUSE. COORDINATE WITH CIVIL 4 DRAWINGS THE EXACT LOCATION OF THE NEW 1 SANITARY PIPING. WASHER/ WASHER/ DRYER DRYER 2 PROVIDE 3/4" DOMESTIC COLD WATER TO NEW LAV BOXABL HOUSE. COORDINATE WITH CIVIL DRAWINGS T
Slide 10: Fixture Schedules
FIXTURE SCHEDULES HEAT TRAP HWS CWS FIXTURE TYPE MFG'R. MODEL NO. COLOR FAUCET TRAP TRIM SUPPLY FITTING REMARKS SEE PLANS FOR SIZES SEE PLANS INTERGRAL FOR SIZES WC WATER CLOSET SANIFLO 083 & 005 WHITE N/A N/A 3/8" 1.28 GALLONS/FLUSH P-TRAP MATTE LINE SIZE BALL LAV LAVATORY BEELEE BL6790BH MATTE BLA
Slide 11: Fixture Schedules (Tub Option)
FIXTURE SCHEDULES HEAT TRAP HWS FIXTURE TYPE MFG'R. MODEL NO. COLOR FAUCET TRAP TRIM SUPPLY FITTING REMARKS CWS INTERGRAL SEE PLANS FOR SIZES SEE PLANS WC WATER CLOSET SANIFLO 083 & 005 WHITE N/A N/A 3/8" 1.28 GALLONS/FLUSH FOR SIZES P-TRAP MATTE LINE SIZE BALL LAV LAVATORY BEELEE BL6790BH MATTE BLA
Slide 12: Boxabl Services Available for Roof Installation
BOXABL SERVICES AVAILABLE FOR ROOF INSTALLATIO! ROOF PITCH OPTIONS ~ EPS OVER STANDARD TPO ROOFING OPTIONAL PRE-ENGINEERED WOOD TRUSSES: 1 TRUSSES TO BE FABRICATED BY A CERTIFIED MEMBER OF THE TRUSS PLATE INSTITUTE AND SHALL COMPLY WITH THEIR STANDARDS. 2 CONNECTING PLATES SHALL BE IBC/ICBO APPROVED
Slide 13: SIMUL GI J a | °
19' P| a Be x< SIMUL GI J a | ° | a _ é = 2 a oF 4 uu age J) W a jE 38 nnn 1| 2 a Zie2 = ° aE 2 Hi ales WAL <5 <l54 é sss | SI: Ole Slee se | & po See 3ONIH | foal ao male o| = [4 = | a H << i 1S) S |: mee | Q 8 8 a 2 a 8 cy Ose ift Zo. 2 |6 wp 9i6 g g SSS j 6 z | 2| 32] 2/8] “22/5 ley | ia) : i lal
Slide 14: Stemwall Foundation Option
4 3 l 2 1 BOXABL STAINLESS 19 (FE) STEEL PLATES PER S4 DETAIL B / $3.1. 4. LOCATE PER D ELEVATIONS ON. Sree ceeneast, A ee ee —— i a Back SSCSSS Hat FOOTING OPTION FOR FASTENER INFO BACK | | —-- en | | 1! DESIGNED BY OTHERS oe, © Hah OVERHANG "A Z a I! SEE $3.3 FOR FOUNDATION CONCEPT STEMWALL |! FOR
Slide 15: Concrete Slab Foundation Option
1 (EY CONCRETE SLAB BOXABL STAINLESS STEEL 7 S4 PLATES PER DETAIL B. SEALANT | | ERS FOUNDATION SEE DETAIL C /S3 FOR FASTENER INFO | inn BACK W220 4 | OPTION DESIGNED BY OTHERS I SEE $3.3 FOR FOUNDATION CONCEPT FOR EXPANSIVE SOIL CONDITIONS ye" x6" 7 ‘CONTINUOUS NEOPRENE PAD. dems © Zorn (MINIMUM) A
Slide 16: Pier and Wood Beam Foundation Option
3 2 1 "gn " sown 178g) _( 4/4" TOLERANCE ) CONCRETE 495" COVER BOARD 8'-103 8 | PIER & WOOD DETAIL C, D&E BEAM FOUNDATION ne OPTION (GY . DESIGNED BY OTHERS SY is BEAM, CONN. ~ a DO NOT USE FOR SOILS “| — TOPIER, AND wy SUBJECT TO LIQUIFACTION. PIER DESIGNED Zz FOR EXPANSIVE SOILS SEE $3.3. BY OTHER
Slide 17: Grade Beam Foundation Details
BOXABL STAINLESS, 19' sas © GRADE BEAM DETAIL B/S3 34. LOCATE PER SEALANT ELEVATIONS ON -L-----------]|---.-_-_____-_--___ Z-—~ Sl, D 54 or $4.1. Ty 1 1 SEE DETAIL C & D/S3, i ~ ! PTl N FOR FASTENER INFO | BACK | oe 4 1 1 ! ! \ \ DESIGNED BY OTHERS. 1/8" x6 ! : \ ‘CONTINUOUS | in | NEOPRENE PAD 4 5%
Slide 18: Anchor Plate Locations to Concrete
0 [NP po y CONN'S ! Wl I I . 4 DetALo | | | ATSTEMWALLOPTION | | ame : | th | | ON $3 ge ———s 0 (Le ees “i c i] CONCRETE FOUNDATION Bi FACTORY INSTALLED BOXABL PLATES ANCHOR PLATE REQTS FOR OPTION (FIELD INSTALL IF ANY ARE MISSING) LOW ROOF SLOPE CONDITION DESIGNED & BUILT BY OTHERS ®) FIELD INSTALL
Slide 19: Anchor Plate Locations, Trusses Used
D \ ~ a ~ 1 Va 4 ~ VA Va CD i] conn's SRNIRELS CONN'S oe see fa] omato |i eon ae lhe | +— | option Gi ONS3 | | | OPTION ; | ons3 \NtE = a a A = (ES 0 ‘aa [T ape at a aba 7 L_|+lethe::| Pp ae | Ee A are a Pies ay He la" pet 2 28 2" 2" 44 7-3" 5'-10" 5-11" 6-11" (E) FRONT WALL (F) BACK WALL c 1 CONCRE
Slide 20: Anchor Plate Locations to Wood Supports
JOINT JOINT T TT T D aN ~ | > va Wo \ a Va (D> ') cons Wht st a ee HP ges fh, ey 3" 4h DETAILD | | DETAIL D 45 KS37/ _— a BY] 0NS32 ‘Wt! ON $3.2 | — a= 6 af Be 7 ees E> =i j il ee aan a 7 a aay e) FRONT (f) BACK WALL CONCRETE PIER & BEAM Ml FACTORY INSTALLED BOXABL PLATES ANCHOR PLATE REQ'TS FOR a O
Slide 21: Anchor Plate Locations, Roof Trusses Added
3 2 1 D aN | a ~ i VA Va | 1 VA a (D» | NS CONN'S ey 3" 4 qi DETAIL D oem AS] - | | — A . ON $3.2 = ==1 Rs B= y Q====== =F ARAL [, aiid ia ae feet == = ee Ol eee / LSE | oom a, ee eis ay Ce? aes i) a) SY Lot aad 7-3" | S10" | 6-8" 7-3" ©) FRONT WALL (f) BACK WALL i CONCRETE PIER & BEAM Ml FACTORY IN
Slide 22: Low Slope Roof Option, TPO Roofing
Cc B TPO ROOFING OVER TAPERED INSULATION GLUED TO ROOF. PER DESIGN BY OTHERS A DATE: | REV: DESCRIPTION LOW SLOPE ROOF OPTION luni: FTN [seer FORMAT: ARCH C SHEET SCALE: NONE MODEL: 1 DOOR CASITA BOXABL INC. [5345 EAST NORTH BELT ROAD NORTH LAS VEGAS, NV 89115, USA [cREATED BY: RELEASE DATE: 5/7/202
Slide 23: Roof Truss Notes, Hip End
3 2 1 ® NOTES: Siento 2'-6" 2-6" OO FIELD-INSTALLED VENT 1) TRUSS MNFR TO DESIGN TRUSSS ASSUMING 2x4 OUTRIGGERS SUPPORT ONLY AT THE WALLS. AT 24"0c FIELD-INSTALLED 2) ASSUME BOTTOM CHORD OF EACH TRUSS WILL 4 BE RESTRAINED AGAINST LATERAL MOVEMENT | IN BOTH HORIZONTAL DIRECTIONS BY THE A34. | | | | 2
Slide 24: Roof Truss Notes, Gable End
4 3 | 2 1 19! NOTES: FIELD-INSTALLED 2x4 OUTRIGGERS 2'-6" 2-6" 1) TRUSS MNER TO DESIGN TRUSSS ASSUMING AT 24"°0c SUPPORT ONLY AT THE WALLS FIELD-INSTALLED 2) ASSUME BOTTOM CHORD OF EACH TRUSS WILL SS /™ BLOCKING — — BE RESTRAINED AGAINST LATERAL MOVEMENT _ r 1 IN BOTH HORIZONTAL DIRECTIONS BY THE A3
Slide 25: Roof Truss Connection Details
19' 91-6" KITCHEN / BATHROOM SIDE 9-6" (NOT ALLOWED ENTATION # IN SEISMIC CATEGORIES D or E) ea (242 TRUSS MnFR TO! | ITRUSS-TO-TRUSS CONNECTIONS. SPECIFY, PROTRUOIN Frussts tom ROOF HINGE 01 KITCHEN / BATHROOM SIDE 19' | 1/2* APA RATED (22/16) SHEATHING w/8d @ 6". OR (REQUIRED IN SEISMIC CATEGORIES
Slide 26: Parapet Roof Option
(3) 16d SINKERS 3 12 ¥4" PLYWOOD 1 . BOTH SIDES in i w/ 8d AT 6"oc AT EDGES, & (2) 8d TO EA J STUD 2x 10 AT 24"oc TAPERED (AT 16"oc IF SIDING _ INSULATION OR STUCCO IS oO PER ARCH. owes ADDED TO WALLS ) ur S20. GLUE 2x10 t << < _ TO ROOF | lla VY" x 2-1/4" — " — #12 x 3-1/4 SELF-PIERCING woop / SHEE