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HomeMy WebLinkAboutPLANS 23-567 281 W Riverside Dr, Bogey's Bar, New Comm Bldg 2023-10-18PROJECT LOCATION 114 APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 12/27/2023 This installation must comply with the requirements of the 2023 National Electrical Code Approved by SAFEbuilt 12/27/2023 2:14:45 PM 8' - 3"+- FRP 8' - 3"+- FRP 8' - 3"+- FRP 2015 Approved by SAFEbuilt 12/27/2023 2:14:45 PM Approved by SAFEbuilt 12/27/2023 2:14:45 PM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Approved by SAFEbuilt 12/27/2023 2:14:46 PM DESIGN LOADS: 2018 INTERNATIONAL BUILDING CODE, ASCE 7-16 RISK CATEGORY II, STANDARD SNOW LOADS GROUND SNOW LOAD = 65 PSF FLAT-ROOF SNOW LOAD = 54.6 PSF SNOW EXPOSURE FACTOR, Ce = 1.0 PSF THERMAL FACTOR, Ct = 1.2 ROOF LIVE LOAD = 100 PSF FLOOR LIVE LOADS BAR AREA= 100 PSF SEATING AREA = 100 PSF WIND LOADS BASIC DESIGN WIND SPEED V= 175 MPH ALLOWABLE STRESS DESIGN WIND SPEED, Vasd = 135.6 MPH WIND EXPOSURE : C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 GROUND ELEVATION FACTOR, Ke = +/- 0.8 SEISMIC CRITERIA: Ie = 1.0 SS = 0.213 ; S1 = 0.064 Site Class: SDS =0.227 ; SD1 = ;0.102 Seismic Design Category: CS = 0.067 VEQ,ASD = 0.053 Light-Framed Walls with Shear Panels of Other Materials Response Modification Factor "R": 3.0 Tabulated Overstrength Factor: 2.5 Deflection Amplification Factor Cd: 3.0 STRUCTURAL STEEL: HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE C, 50 KSI YIELD ANGLES AND PLATES SHALL CONFORM TO ASTM A36, 36 KSI YIELD WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDINATCE WITH AWS D1.1: STRUCTURAL WELDING CODE AND THE RECOMMENDATIONS FOR USE OF E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 1/8” FILLET x LENGTH OF CONTACT EDGE. SITE INSTALLED ITEMS BY OTHERS: ALL ELECTRICAL ALL PLUMBING ALL HVAC LINE SETS CLOSED CELL FOAM INSULATION ALL WALL COVERINGS FINISHED FLOOR BAR TOP CARGO CONTAINER NOTES: -The use of shipping containers as building material is considered under provisions of CRC section 1.8.7.1 and 1.8.7.3 and CBC section 1.8.7.1 and 1.8.7.3 as "ALTERNATE MATERIALS, DESIGNS, TESTS AND METHODS OF CONSTRUCTION -The container shall meet the standards set by the International Convention of Safe Containers (CSC) COVE BASE WINDOW TRIM HVAC HEAD UNITS HVAC CONDENSERS HVAC LINE SETS ALL BAR EQUIPMENT LIGHTING DOOR TRIM AND DRIP EDGES TVS PENETRAIONS FOR LINE SETS ROXBOX SCOPE: TO DELIVER A "SHELL" UNIT TO INCLUDE: ALL STRUCTURAL STEEL PENETRATIONS WINDOWS DOORS STUDS AND BLOCKING IN STUDS WHERE NECESSARY STUDS IN CEILING AC UNIT FRAMES (QTY 1 CONDENSER FRAME, QTY 1 WINDOW UNIT FRAME) STEEL STRAPPING FOR EQUIPMENT WHERE NEEDED PRIMED STEEL WHERE ADDED FOR STRUCTURAL OR PENETRATIONS. OEM PAINT REMANS TO BE PAINTED OVER ONSITE CLOSED CELL SPRAY FOAM UNDER FLOOR ROOFTOP DECK FRAME 8X2HSS RIM WITH HOLES FOR JOINING. WOOD LEDGERS /JOISTS & TREX NOT INCLUDED. IMPORTANT EXCLUSIONS FROM ROXBOX SCOPE: STAIR LANDING HANDRAILS- DECK AND STAIRS STAIRS BRIDGE FROM DECK TO STREET ANY AND ALL EQUIPMENT FINAL PAINT FINAL CONNECTION TO FOUNDATION CONNECTION OF UTILITIES CONNECTION OF MODULES AND WEATHER SEALING ROOFTOP HANDRAILS ROOFTOP STAIR LANDING STAIRS BRIDGE FROM STREET TO ROOFTOP DECK FINISHED PAINT SHEET NUMBER SHEET NAME Sheet 01 Cover Page Sheet 02 OVERVIEW Sheet 03 SECTION PLANES Sheet 04 UNIT 1 PENETRATIONS Sheet 05 UNIT 1 FRAMES Sheet 06 ROOF CONECTION DETAIL Sheet 07 CONTAINER CONNECTIONS Sheet 08 UNIT 2 PENETRATIONS Sheet 09 UNIT 2 FRAMES Sheet 10 ROOFTOP DECK DETAILS Sheet 11 STUDS AND BLOCKING Sheet 12 ELECTRICAL Sheet 13 ELECTRICAL CONT Sheet 14 MECHANICAL Sheet 15 EMBED DETAILS Sheet 16 HANDRAILS Sheet 17 HANDRAILS Sheet 18 BAR FRAMING Sheet 19 FOUNDATION LOADS No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL EXTERIOR RENDERING IS FOR VISUALIZATION PURPOSES ONLY COLOR, FINISHES, AND MATERIALS MAY DIFFER FROM WHAT IS SHOWN 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A000 PHASE 02 - FOR CONSTRUCTION COVER BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S0.00 2015 Approved by SAFEbuilt 12/27/2023 2:14:46 PM 1 FRONT 3 END CAP END 4 BACK CA R G O D O O R S CA R G O D O O R S 2 CARGO DOOR END CA R G O D O O R S UNIT 1 UNIT 2 UNIT 2 UNIT 1UNIT 2 UNIT 2 UNIT 1 UNIT 1 NUMBER QUANTITY MANUFACTUER MODEL TYPE SIZE R.O.NOTES D1 2 STOREFRONT DOORS USA COMMERCIAL GRADE GLASS STORE FRONT DOOR. LEFT HAND OUTSWING 3'x7'52"x86"3-0, 7-0 STOREFRONT DOOR WITH 12" SIDE LITE D2 1 TELL STANDARD HMD. RIGHT HAND OUTSWING 3'x6'8"41 1/8"x82 5/8" LEVERED HANDLE, DEADBOLT (KEYED ALIKE), CRASHBAR, WIND CHAIN, WEATHER STRIP KIT, THRESHOLD. W1 2 JELD-WED OR SIMILAR V-2500 LEFT OPERABLE VINYL NEW CONSTUCTION SLIDING 71.5x35.5x2.9 72X36 SCREEN INCLUDED 5 PLAN D1 D1 W1 W1 D2 No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A1.00 FLOOR PLAN & ELEVATIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R 19" Approved by SAFEbuilt 12/27/2023 2:14:46 PM 1 NORTH WALL - UNIT 1 2 UNIT 1- SOUTH WALL 3 ISO VIEW UNIT 1 ROOM USE: BAR 4 ISO VIEW UNIT 2 UNIT 1 UNIT 2 5 UNIT 2- NORTH WALL 6 UNIT 2- SOUTH WALL ROOM USE: SEATING 5'-3 1/2" 9'-2 3/16" 29'-6" 32'-9" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A2.00 SECTIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:46 PM 3 UNIT 1 - SOUTH WALL- EXTERIOR 4 CARGO DOOR SIDE PENETRATION 1 UNIT 1- BACK PENETRATION CA R G O D O O R S 2 END CAP REMOVE LOCKING BARS ON LEFT DOOR. WELD DOOR CLOSED RIGHT DOOR REMAINS OPERATIONAL FOR COOLER ACCESS VERIFY SIZE WITH AC UNIT. ALLOW FOR A 1X2X1/8" FRAME CA R G O D O O R S 33'-8" CUT TO CORNER FLANGE REMOVE CORRUGATE SAND SMOOTH CA R G O D O O R S WELD DOOR CLOSED REMAINS OPERTIONAL 20" 28-1/2" 1 3/4"X1/4" STRAP. FULL LENGTH OF CORD LOWER CORD 8'-8 1/4" 38'-5 13/16" 1"X1/4" STRAP DIM +/- L2 X 2 X 1 / 4 " 3/4" CLOSE END WITH 12GA SHEET METAL CLOSE POCKETS WITH SHEET METAL L2 X 2 X 1 / 4 A N G L E REMOVE CORRUGATE AND OEM WELD 3/16 PLATE STIFFENERS UNDER ALL COLUMNS. SHIM TO FOUNDATION UNDER ALL COLUMNS 10" 10" 9'-8 5/8" 10" 10" 1/2"x1FBx 10" SHIM 6'-6" 1/2" SHIM PLATE 1/2" SHIM PLATE 1/2" 13'-2"19'-13/16" 8' - 8 3 / 4 " No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S1.0 UNIT 1 PENETRATIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R CAP ALL FORK POCKETS PFC 8x1.875 DRAINAGE CHANNEL TYP. Approved by SAFEbuilt 12/27/2023 2:14:46 PM CA R G O D O O R S 1.2 UNIT 1 MAN DOOR FRAME 1 UNIT 1 - NORTH WALL 2.1 AC UNIT SUPPORT 2 AC FRAME 4x2x1/8" HSS TYP 2" VERIFY SIZE WITH AC UNIT. ALLOW FOR A 1X2X1/8" FRAME 4x 2 x 1 / 8 " H S S 4x 2 x 1 / 8 " H S S 4x2x1/8" HSS HM D F R A M E HM D F R A M E L 2x2x1/4" 2x1/4" STRAP2X 1 X 1 / 8 " H S S 2X1X1/8"HSS 15-15/16" VERIFY WITH AC 45 DEG 2.2 AC UNIT SUPPORT ISO 4X 2 X 1 / 4 H S S STIFFENERS BELOW COLUMNS 3 UNIT 1 - SOUTH WALL VERIFY AFF CA R G O D O O R S 2x2x1/8 HSS L 2X2x1/4 L 2X2x1/4 2x 2 x 1 / 8 H S S HOLES FOR LAG BOLT ATTACHEMT TO WALL 7/16" HOLE FOR LAG/ TEK SCREW ATTACHMENT TO FLOOR 1/4" HOLE FOR TEK SCREW ATTACHMENT TO LEG (THIS ALLOWS FOR HEIGHT ADJUSTMENT AFTER FINISHED FLOOR) 3'-6 1/2" 2'-10 5/8" 1'-6" 2" 1'-6" 2'-10 5/8" 2" 3'-6 1/2" 4 UNIT 1 - BAR FLIP SUPPORT LEGS 18" 2'-1" 20" 2"2" 28-1/2" THIS LEG LANDS ON THE STEEL GOOSENECK TUNNEL. REQUIRES SELF TAPPING SCREW. NO 14 THIS LEG LANDS ON OEM PLY WOOD. REQUIRES 3/8"X 1.5" LAG BOLT . TEST FIT AND SHIPS LOOSE TO SITE. PAINT BLACK. BAG AND TAPE HARDWARE TO LEGS. PAINT BLACK 5 UNIT 2 - MINI SPLIT FRAME 4x2x1/4" HSS2x2x1/4" HSS1'-7 3/8" 2'-1/2" 2'-4 7/16" 1'-7 3/8" 1"X1/4" STRAP 1X1/4" STRAP TO CLOSE GAP WHEN UNITS JOIN TOGETHER 41-1/8" 1/4"x3" FB 3'-1" 4X 2 X 1 / 4 " HS S 4X2X1/4" HSS 4" 6'-6" 20" 28-1/2" 20" 26-1/2" 45-1/8" 84 5/8" 6'-10 5/8" 78-3/4" 4"4" 2" 2" 41-1/8" 6'-10 5/8" 2" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S1.1 UNIT 1 BACK WALL CAN CARGO DOOR FRAMES BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R 82 5/8" 8'-7 9/16" 2" NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 Approved by SAFEbuilt 12/27/2023 2:14:47 PM 4X 2 X 1 / 4 " H S S 4X 2 X 1 / 4 " H S S 4" 1 UNIT 1 - FRONT WALL CONTAINERS MEET HERE 2 UNIT 1&2 - SEAM CONNECTION/ DECK SECTION CA R G O D O O R S DECK PLANKS FLASHING CAP OEM UPPER CORD OEM UPPER CORD 4X 2 X 1 / 4 " H S S CEILING STUDSCEILING STUDS 1/8 TYPCONT1/8CONTTYP 3 1/2" W/ 3/8" THRU BOLTS @12"SPACING ALONG EACH ROW, STAGGERED BEUTYL TAPE/ SEALANT 8X2X3/16 HSS OEM UPPER CORD OEM UPPER CORD 8X2X3/16 HSS 4X 2 X 1 / 4 " H S S 4X 2 X 1 / 4 " H S S 4X2X1/4" HSS 1/8 1/8 2-12 2-12 TYP 1/8 1/8 CONT 2-12 TYP REMOVE CORRUGATE AND OEM WELD COMPLETELY TO ADD 4X2 TUBE 2X6 WOOD LEDGER 2x6 WOOD JOIST DECK PLANKS 1/8 1/8 2-12 2-12 TYP1/8 1/82-12 2-12 TYP SIMPSON LUS26 HANGAR W/ 10DX1 1/2" FASTENERS TO LEDGER SIMPSON LUS26 HANGAR W/ 10DX1 1/2" FASTENERS TO LEDGER 1" 3" 1/4" SDS SCREWS @18" OC FOR LEDGER TO HSS ATTACHMENT-FRONT AND BACK FACES 1/4" SDS SCREWS @18" OC FOR LEDGER TO HSS ATTACHMENT-FRONT AND BACK FACES 2x6 WOOD JOIST SEAL OVER WELD L1x1x1/4 ANGLE CONT. L1x1x1/4 ANGLE CONT. L1x1x1/4 ANGLE CONT. 3/8 THRU BOLTS FOR HANDRAIL SADDLE 1/82-12 TYP BOLTS HOLD CONTAINERS TOGETHER AS WELLS AS LEDGER TO HSS TUBE FRAME. WASHERS BOTH SIDES 2'-0" 4'-0" 2" 5" 4'-0" 8X 2 X 3 / 1 6 H S S 8X 2 X 3 / 1 6 H S S FIELD INSTALL CLOSED CELL FOAM EXPANSION JOINT ON CORNER COLUMNS BY OTHERS. INPRO J1200-050 1200 Series Foam OR SIMILAR 1"X3/8" FLAT BAR (BACKER ROD) WELDED TO ONE SIDE THIS END ONLY 1 1/2" 4X 2 X 1 / 4 " H S S 1 1/2" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S2.0 ROOF CONNECTION DETAIL BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R L1x1x1/4 ANGLE CONT. 8X 2 X 3 / 1 6 H S S 8X 2 X 3 / 1 6 H S S PFC 8 x1.875 CUT TO 2 1/4" LONG PFC 8 x1.875 CUT TO 2 1/4" LONG NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 Approved by SAFEbuilt 12/27/2023 2:14:47 PM UNIT 1 UNIT 2 2'-0" 8'-8 3/4" DRILL 24 O.C. HOLE PATTERN INTO CARGO DOOR FLANGE POCKETS FOR 5/8" BOLT ATTACHMENT. QTY 12 BOLTS AND NUTS QTY24 WASHERS UNIT 1UNIT 2 FIELD INSTALL CLOSED CELL FOAM EXPANSION JOINT ON CORNER COLUMNS BY OTHERS. INPRO J1200-050 1200 Series Foam OR SIMILAR 6'-7" UNIT 2 UNIT 1 UNIT 1 UNIT 2 L2X2X/14" CONTINOUS FROM BLOCK TO BLOCK FOR CONTAINER BOLT ATTACHMENT. 24 O.C. DRILL PATERN. 5/8" BOLTS- GRADE 8 X1.5" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S2.1 CONTAINER CONNECTIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:47 PM 3 UNIT 2 - NORTH WALL- EXTERIOR 4 UNIT 2 END CAP SIDE CA R G O D O O R S WELD BOTH DOORS CLOSED 1 UNIT 2- SOUTH PENETRATION 2 UNIT 2 CARGO DOOR END H-FRAME STYLE ON ALL FRONT PENETRATIONS CLOSE END WITH 16 GA SHEET METAL CLOSE POCKETS WITH SHEET METAL 88" 40-3/4" 40" 88" 6'-7" 26'-6" 20'-2" GAP FOR STAIRS, SEE: Stair site plan for referance 19'-10" 4'-0"56" 13'-4" 3'-0"56" 7'-8" 32'-10 13/16" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S3.0 UNIT 2 PENETRATIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:47 PM 4 UNIT 2 - NORTH WALL EXTERIOR 1 UNIT 2- SOUTH WALL FRAMES 2 UNIT 2 WINDOW FRAME 4X2X1/8"HSS TYP 4X 2 X 1 / 8 " H S S T Y P 4X 2 X 1 / 8 " H S S T Y P 3X2X1/8"HSS TYP 2" 3X 2 X 1 / 8 " H S S T Y P 6'-0" 3X2X1/4"HSS TYP VERIFY 3 UNIT 2 DOOR FRAME 4" 5 UNIT 2 - BAR ISO 6 UNIT 2 - NORTH WALL - INTERIOR CA R G O D O O R S CA R G O D O O R S CA R G O D O O R S 3'-4 3/4" 4X2X1/8"HSS TYP 4X2X1/8"HSS TYP 3X2X1/8"HSS TYP 3X2X1/8"HSS TYP 4X2X1/4 HSS 4X 2 X 1 / 4 H S S 4X 2 X 1 / 4 H S S 4X2X1/4 HSS 4X 2 X 1 / 4 H S S 4X 2 X 1 / 4 H S S STIFFENERS UNDER EACH COLUMN 4" 4" WOOD STUD BAR 2X6 TOP AND BOT 2X4 STUDS INTERNAL BRACE HERE 2X2X1/4"HSS ADDITIONAL BRACING FOR BAR TOP AFTER PLUMBING IS INSTALLED WILL BE REQUIRED 8X2X3/16 HSS L 3X3X1/8" CLIP ANGLE TO COLUMN, 1/4" SDS SCREWS TO TOP RAIL OF BAR 10" 6'-9" SEE SHEET 19 FOR ADDITIONAL BAR FRAMING DETAILS SHIMS UNDER EACH STIFFENER FB 1/8X2 52" 6'-0"6'-0" 2" 2"2" 2" 2" 86" 3'-0" 2"2" 3X2X1/8"HSS TYP 4x 2 x 1 / 4 " H S S T Y P 4" 3X2X1/8"HSS TYP 3X 2 X 1 / 8 " H S S T Y P 4X 2 X 1 / 4 " H S S T Y P OR 52" 2"2" 2" 2" 2" 52" 2"2" 2" 8" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S3.1 UNIT 2 FRAMES BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R VERIFY NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 Approved by SAFEbuilt 12/27/2023 2:14:47 PM 1 DECK FRAME- BOTH UNITS 8X2X3/16 HSS 2X 6 W O O D J O I S T 8X2X3/16 HSS 8X 2 X 3 / 1 6 H S S 8X2X3/16 HSS 16'-3 11/16" 3 3/4" 20'-1/16"19'-11 15/16" CAP ENDS CAP ENDS 2X6- DOUBLED LEDGER 2 DECK FRAME- BOTH UNITS 2X6- DOUBLED LEDGER 2X6- DOUBLED LEDGER 2X6- DOUBLED LEDGER 8X 2 X 3 / 1 6 H S S 1'-0" UNIT 2 UNIT 1 CA R G O D O O R S 8X2X3/16 HSS 8X2X3/16 HSS No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S4.0 DETAILS- ROOFTOP DECK BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 Approved by SAFEbuilt 12/27/2023 2:14:47 PM 2 UNIT 1 NORTH WALL STUDS AND BLOCKING 1 UNIT 1&2 END CAP STUDS AND BLOCKING 5 STUDDED WALLS - PLAN VIEW MAP 3 UNIT 2 - SOUTH WALL STUDS AND BLOCKING WOOD 2X4 STUDS 16 O.C. HOLD STUDS OFF WALL 1/2" WOOD 2X4 STUDS 16 O.C. HOLD STUDS OFF WALL 1" IN COOLER3/4" PLYWOOD 1 2 1 2 1 2 3 4 4 UNIT 1&2 - CARGO END STUDS AND BLOCKING WOOD 2X4 STUDS 16 O.C. HOLD STUDS OFF WALL 1/2" 3/4" PLYWOOD BLOCKING FOR TVS INTERNAL BRACE WELD TO INTERNAL HIGH HATS 2 X 2 X 1 / 4 " H S S 1'-0" 4'-7 5/16"3'-10 1/2" 1'-0" 7" 3'-10 1/2"8'-6 1/2" 26'-1/2" 3'-10 1/2" 9'-11 5/16" 2'-6 1/2" 16'-7 5/16" 5'-2 1/2"5'-8 5/16" 1'-0" 1'-0" UNIT 2 UNIT 1 6' -4"6 ' -4" 3' 6' -4"6'-8" 9'-1 1/2" UNIT 2 UNIT 1 CA R G O D O O R S 6'-4" 6'-11" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A3.0 FRAMING & BLOCKING BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S4.10 Approved by SAFEbuilt 12/27/2023 2:14:48 PM 1 UNITS 1&2 WEST END CAP ELECTRICAL 4 UNIT 2- SECTION PLANE 4 2 UNIT 1 NORTH WALL INTERIOR ELECTRICAL GFCI GFCI 240-V 240-V GFCI 1 3/8" GFCI 5 PLAN VIEW 1 2 1 23 4 3 SECTION PLANE 3 TV GFCI TV TV TV TV 1 11/16" 2 5/8" 7 1/16" 9 5/8" 1/8" 18" 1 5/16" 2"6'-0"2 9/16"2 9/16" TV 5 9/16" UNIT 2 UNIT 1 29'-6" CA R G O D O O R S No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. E1.0 UNIT 1 PENETRATIONS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:48 PM 2 UNIT1&2 EAST WALL INTERIOR ELECTRICAL 1 UNIT 2 SOUTH WALL INTERIOR ELECTRICAL 3 SECTION PLANE MAP 1 2 1 2 TV USB OUTLETS ON THE EDGE OF EACH WINDOW SILL S 4 PLAN VIEW - LED CAN LIGHTS 240-V 240-V 5 PLAN VIEW - OUTLETS SEE PREVIOUS PAGE FOR LOCATIONS AND ELEVATIONS S 240-V US B US B CA R G O D O O R S CA R G O D O O R S CA R G O D O O R S No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. E1.1 ELECTRICAL CONT. BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:48 PM 3 UNIT 1 SOUTH WALL EQUIPMENT 3 PLAN VIEW MECHANICAL 1 2 1 2 3 4 5 6 6 7 8 1 2 3 4 5 6 6 7 8 9 10 11 12 13 14 15 16 11 12 10 18 13 14 15 1 UNIT 1 NORTH WALL EQUIPMENT 9 8 NUMBER QTY ITEM MANUFACTUER MODEL #VO L T S WA T T S AM P S PH A S E HE R T Z RP M / H P PL U G NE M A NO T E S 1 3 CONDIMENT DISPENCER TBD TBD 2 1 FROZEN DRINK MACHINE 2 BAY BUNN ULTRA NK 120 1440 12 1 60 X 5-15 26.5D, 32.4H, 16.5W 3 1 CHEESE DISPENSER STAR HPDE1 120 750 6.75 1 75 X 5-15 9.5W, 20.5D, 26.75H 4 1 PRETZEL MERCHANDISER WINCO 51012 120 1480 12.3 1 50/ 60 X 5-15 33W, 22H, 19D 5 1 HOT DOG ROLLER GRILL STAR 30STBD 120 1150 9.6 1 60 X 5-15 23.75W, 12.5H, 20.6D 6 2 BAR REFRIGERATOR MOTAK MBB-3D-90-G 115 3.6 1 60 1/4 X 5-15 90W, 27.75D, 30.6 H 7 1 REFRIGERATED GLASS DOOR MERCHANDISER TRUE GDM-HC-TSL01 115 2 1 60 1/6 X 5-15 25W, 23D, 53H 8 1 AC CONDENSER (COOLER)LG LW2516ER 230/208 2330/230 11.8/10.9 1 X 26W, 17-11/16"H, 28-1/8"D 9 1 COOLBOT PRO COOLBOT CC-S0HV-MOUT 120 1 1 X 5-15 6.5W, 3.5H 1.5D 10 1 TAP HOUSE 8 PORT TBD TBD 11 1 ICE MAKER W/ BIN SCOTSMAN CU3030SA-1 115 6.25 KW 15 1 60 X 5-15 30W, 30D, 39H. 313 LB DAILY. AIR COOLED 12 1 HOT WATER HEATER RHEEM RTEX-18 240 18 KW 75 1 X 3/4 NPT. 7 GPM 14.5W, 18.25H,3.5D 13 1 UNDER BAR 3 COMP SINK JOHN BOOS UBS3-1860- 2D12 12" DRAINBOARDS 1.5"NPS. 60L, 18W, 32.5H 14 2 ICE WELL ADVANCE TABCO SLI-12-30 30W, 18D, 33H. 1"IPS DRAIN 15 1 BAR REFRIGERATOR MOTAK MBB-2D-70-G 115 1 60 x 69W, 27.75D, 39.6H 16 2 HAND SINK ADVANCE TABCO CR-HS-12 1.5"NPT. 12W, 21D, 32.75H 17 1 ELECTRICAL PANEL TBD 18 1 MINI SPLIT LG LMU240HHV 208/230 2120 25 60 33H, 37W, 13D. 24000 BTU 19 1 AC HEAD 9K LG LSN090HSV5 12.125H, 33W, 8.25D 20 2 AC HEAD 7K LG LMN079HVT 12.125H, 33W, 7.5D 21 1 MOP SINK ADVANCE TABCO 9-OP-20-EC-X NUMBER QTY ITEM MANUFACTUER MODEL #VO L T S WA T T S AM P S PH A S E HE R T Z RP M / H P PL U G NE M A NO T E S 20 19 NUMBER QUANTITY MANUFACTUER MODEL TYPE SIZE R.O.NOTES D1 2 STOREFRONT DOORS USA COMMERCIAL GRADE GLASS STORE FRONT DOOR. LEFT HAND OUTSWING 3'X7'52"X86"3-0, 7-0 STORE FRONT DOOR WITH 12" SIDE LITE D2 1 LUNSFORD DOOR STANDARD HMD. RIGHT HAND OUTSWING 3'4X6'10 3'4X6'10 LEVERED HANDLE, DEADBOLT (KEYED ALIKE), CRASHBAR, WIND CHAIN, WEATHER STRIP KIT, THRESHOLD. W1 2 JELD-WED V-2500 LEFT OPERABLE VINYL NEW CONSTUCTION SLIDING 71.5X35.5X2.9 72X36 SCREEN INCLUDED W1 W1D1 D1 D2 D2 ALL EQUIPMENT IS AS SPEC'D OR SIMILAR W1 W1 D1 20 20 20 1 9 1 8 14 17 1616 14 16 21 21 CA R G O D O O R S UNIT 2 UNIT 1 2 EQUIPMENT- PLAN VIEW No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. M1.0 EQUIPMENT BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:48 PM HR-1 HR - 2 HR-4HR-5HR-6 HR - 3 HR - 7 HR-8 GA T E 2X 2 X 1 / 8 " H S S 2X1X1/8"HSS 2 CAP 1.5X1.5X1/8"HSS 3 1/2" OFFSET 1/4" OFFSET FB ATTACHMENT POINTS HR-8 HR-7 FB OF HANDRAIL JOINS NEXT HANDRAIL 3 3 2 2222 3 2 2 2 2 3 1 1/4 TYP. 1/4 TYP. 2 1 16'-0"4'-5 7/8" 15 ' - 1 1 7 / 1 6 " 15' -11 1/4"7'-8 5/8"16'-1 3/8" FIELD VERIFY BY OTHERS, RAILING LENGHT FOR STAIR LOCATION AND OPENING 1/2" 7"5 1/4" 3" 1/2" 1 1/4" 1 3/4" 1 2 3 QTY 11QTY 1 QTY 4 3 2 1 5/16" 1" 1" 2"1" 2" 7/16" 5/16" 1/2" 3" 1/2" 1 HANDRAILS PLAN 2 HR-1 3 HR-2 2 5 HR-4 6 HR-5 5 7/8"2 1/4" 4" HOG WIRE 4" HOG WIRE 1.5X1.5X1/8"HSS 1.5X1.5X1/8"HSS 2 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S 2X2X1/8"HSS 2X1X1/8"HSS GATE CAP CAP SPRING HINGES GATE LATCH FINISHED LENGTH 4 HR-3 12 3 1/4 TYP. 2X1X1/8"HSS 7'-8 5/8"4'-4 3/4" 12'-7 9/16" 12' -7 9/16" 3'-4" 2X 2 X 1 / 8 " H S S 3'-5" 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S CAP 4" HOG WIRE 4" HOG WIRE3'-1 1/2" 2'-11 7/8"CAPCAP 4" HOG WIRE 4" HOG WIRE 4" HOG WIRE 2X1X1/8"HSS 1.5X1.5X1/8"HSS 1.5X1.5X1/8"HSS 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S 3 2 2 1.5X1.5X1/8"HSS 1.5X1.5X1/8"HSS 7'-10 5/8"7'-8 5/8" 16'-1 3/8" 3'-5" 3'-4" 1/4 TYP. 3 1/2" 3 1/2" FB 1 / 8 " X 2 " FB 1 / 8 " X 2 " FB 1 / 8 " X 2 " 1.5X1.5X1/8"HSS 2X1X1/8"HSS 4" HOG WIRE 7'-8 5/8" 7'-8 3/8" FINISHED LENGTH 2 1/2" 2'-11" 2'-11"3'-1/2" 2'-11"3'-1 1/2" HOLE FOR TEK ATTACHMENT HOLE PATTERN DICTATED BY HOG WIRE 19'-1 3/4" FINISHED LENGTH CA R G O D O O R S 5/16" 4 1/2" 5/16" 1 2 3 QTY 11QTY 1 QTY 4 3 2 1 1" 1" 2"1" 2" 3" 4" L4X3X1/4" ANGLE 3/8" CARRIAGE BOLTS X4" TYPICAL 1/4" SDS x 1" 5/16" 13/16" 1/2" 13/16" 5/16" 2 9/16" 1 15/16" 2X 2 X 1 / 8 " H S S TEK ATTACHMENT HR-1 TO HR-2 HERE 2'-10 1/2" 2 3/16" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A4.0 RAILING DETAILS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R 3 1/2" 2 9/16" 2 1/2" 5 7/8" 19'-1 3/4" FIELD VERIFY ALL RAILING LEGNTHS FOR COORDINATION WITH STAIRS NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S5.0 1015.3 Height. Required guards shall be not less than 42 inches (1067 mm) high, measured vertically as follows: 1. From the adjacent walking surfaces. 2. On stairways and stepped aisles, from the line connecting the leading edges of the tread nosings. 3. On ramps and ramped aisles, from the ramp surface at the guard. Approved by SAFEbuilt 12/27/2023 2:14:48 PM CAP CAP 2 FB 1 / 8 " X 2 " 2X 2 X 1 / 8 " H S S 1.5X1.5X1/8"HSS FINISHED LENGTH 1/4 TYP. HR-1 HR - 2 HR-4HR-5HR-6 HR - 3 HR - 7 HR-8 GA T E 2X1X1/8"HSS FB ATTACHMENT POINTS 3 2 2222 3 2 2 2 2 3 1 2 1 16'-0"4'-5 7/8" 15 ' - 1 1 7 / 1 6 " 15'-11 1/4" 7'-8 5/8"16'-1 3/8" CA R G O D O O R S FIELD VERIFY BY OTHERS, RAILING LENGHT FOR STAIR LOCATION AND OPENING 5/16" 5/16" 1 2 3 QTY 11QTY 1 QTY 4 3 2 1 5/16" 1" 1" 2"1" 2" L4X3X1/4" ANGLE 5/16" 3/8" CARRIAGE BOLTS X4" TYPICAL 1/4" SDS x 1" 5/16" 5/16" 1 HANDRAILS PLAN 12' -7 9/16" 19'-1 3/4" CA R G O D O O R S 1/2" 1/2" 1 2 3 QTY 11QTY 1 QTY 4 3 2 1 1" 1" 2"1" 2" 3" 4" L4X3X1/4" ANGLE 3/8" CARRIAGE BOLTS X4" TYPICAL 1/4" SDS x 1" 1/2" 1 1/4" 3/4" 1 1/4" 1/2" 4" 3" 7" 1 1/4" 1 3/4"3 3"3" 5 1/4" 4" HOG WIRE 4" HOG WIRE 2 HR-6 15'-11 1/4" 15'-11 1/8" 2 1/2" 3 1/2" 2 7'-10 1/2"7'-11 1/8" 2X 2 X 1 / 8 " H S S 2'-11"3'-1 1/2" 3'-4"3'-5" WHERE FB ENDS MEET ADJOINING HANDRAILS, 3 TEK SCREW ATTACHMENT POINTS 1.5X1.5X1/8"HSS 3 HR-7 2211/4 TYP. 1.5X1.5X1/8"HSS 1.5X1.5X1/8"HSS 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S 15'-11 7/16" 2X 2 X 1 / 8 " H S S 7'-8 3/4"7'-8 3/4" 2X1X1/8"HSS 4" HOG WIRE 4" HOG WIRE 3 1/2" 3'-4"3'-5" 4 HR-8 CAP 32 1.5X1.5X1/8"HSS 1.5X1.5X1/8"HSS 4" HOG WIRE 4" HOG WIRE 2 1/2" 3 1/4" 2'-10 3/4" 2X 2 X 1 / 8 " H S S 2X 2 X 1 / 8 " H S S FB 1 / 8 " X 2 " 2X1X1/8"HSS 7'-9 15/16"7'-9 15/16" 15'-11 7/8" 16'-0" 3'-4" 1/4 TYP. No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A4.1 RAILING DETAILS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R FIELD VERIFY ALL RAILING LEGNTHS FOR COORDINATION WITH STAIRS NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S5.1 1015.3 Height. Required guards shall be not less than 42 inches (1067 mm) high, measured vertically as follows: 1. From the adjacent walking surfaces. 2. On stairways and stepped aisles, from the line connecting the leading edges of the tread nosings. 3. On ramps and ramped aisles, from the ramp surface at the guard. Approved by SAFEbuilt 12/27/2023 2:14:49 PM 4X 2 X 1 / 4 " H S S C O L U M N 2X6 WOOD TOP 2X4 STUD 2X4 BOTTOM DROP CORRUGATE FROM MAIN WALLS L6X3X1/8" ANGLE CONTAINER JOISTS BAR SIDE CUSTOMER SIDE 3/8" PLYWOOD FRP 3/16”Ø SDS screws @ 12” spacing, offset 1 ¼” from EA side of 2x6 sill (staggered) 3 1/8" 1 1/8" 6" 3'-6" TIES BAR TO MAIN COLUMN SCREW THROUGH ANGLE TO TOP RAIL 2X6 WOOD 2"x4" WOOD 2X4 WOOD STUDS TYP DOUBLE STUDS AT SEAM BREAKS AND ENDS BAR SIDE CUSTOMER SIDE 4" 4" 2" RE-USE CORRUGATE FROM CONTAINER WALL FOR BAR FRONT 2 UNIT 2 - BAR SECTION 1 UNIT 2 - BAR STUDS 3 UNIT 2 - STUD SECTION 2"x6" WOOD TOP 29'-6" 3'-6"3'-2" 2" 2" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. A5.0 BAR FRAMING BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R Approved by SAFEbuilt 12/27/2023 2:14:49 PM 9'-10 3/8"13'-4 1/4" 8" 1'-2 1/4" 8" 3" 3"ZERO/ZERO EDGE OF CONCRETE STEM WALL EM - 2 EM-1 EM-1 EM-1 EM-1 EM-1 EM-1 EM-1 EM-1 EM - 2 EM - 2 EM - 2 3'-0" EM-1 3'-0" 2'-0" 2'-0" 6'-5"6'-5"13'-3 3/4" EM - 2 3'-0" 3'-0"2'-0" 6'-5 7/16"3'-5 7/16" 1'-0"1'-8" 12" 20" 7'-9 5/16" 7'-8 3/4" 15'- 6" 29'-6 5/8" 8" 39'-5 1/2" 6'-4 1/4" 2'-10"3'-10"8'-6 3/4" 6" 2'-10" 5'-11 1/2" 41'-3 1/2" 11"11" 15'-5 7/8" 7'-2 7/8" 41'-3 1/2" 9'-5 3/8" 7'-3 3/4" 13'-3 3/4" 5'-6" 17'-3 7/16" 7'-8 7/8" 1'-2" 15'-11 7/8" 4'-1 1/4" 1'-2" 2'-4" 2'-0"10'-2 3/4" 1'-8" 1 FOUNDATION PLAN 1'-0" No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S5.0 FOUNDATION BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R 7'-1/4" FIELD VERIFY ALL FOUNDATION LOCATIONS FOR STAIR NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S6.0 Approved by SAFEbuilt 12/27/2023 2:14:49 PM 1A EMBED PLAN-DETAIL 3/16” TYP. EMBED PLATE, SEE PLAN 2” TYP. 6” TYP. 12" 1 EMBED TO FOUNDATION- OPTION 3' - 0 " SHIPPING CONTAINER FLOOR CORNER ISO BLOCK 6.25 1” TYP. 1'-0" 2'-0 3" CLR (TYP) 20" #4 @12" DOWEL EACH FACE WITH STANDARD HOOKS (2) #4 x AT EACH EMBED PLATE 7" 18"18" #4 @12" EACH FACE (3) #3 EACH FACE AND MIDDLE No.Description Date Scale Project number Date Drawn by Checked by SIGNATURE & SEAL 12223 Farm to Market Rd 529, Houston, TX 77041 DISCLAIMER: THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ROXBOX CONTAINERS FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSES OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ROXBOX CONTAINERS. S5.1 FOUNDATION DETAILS BOGEY'S BAR 2027 10/12/23 SB DS ES T E S P A R K , C O . BO G E Y ' S B A R NOTES: ITEMS DESIGNED/REVIEWED BY JVA INC., AND SUPPLIED TO ROXBOX INCLUDE; 1. GLOBAL WIND FORCES AND OVERTURNING CHECK. 2. CONTAINER LATERAL LOAD CAPACITY CHECK. 3. ROOF LOADS AND ROOF CAPACITY CHECK. 4. DOOR AND WINDOW JAMBS. 5. DOOR AND WINDOW HEADERS AND SILLS. 6. ROOF DECK DESIGN ASSIST. 7. FOUNDATION DESIGN ASSIST. SHOP DRAWINGS WERE PREPARED BY ROXBOX AND REVIEWED BY JVA, INC. 10/17/2023 S6.1 Approved by SAFEbuilt 12/27/2023 2:14:49 PM Approved by SAFEbuilt 12/27/2023 2:14:49 PM Approved by SAFEbuilt 12/27/2023 2:14:49 PM Approved by SAFEbuilt 12/27/2023 2:14:50 PM Approved by SAFEbuilt 12/27/2023 2:14:50 PM MECHANICAL LEGEND HVAC TESTING AND BALANCING REQUIREMENTS: MECHANICAL GENERAL NOTES AND SPECIFICATIONS ” ABBREVIATIONS MINI-SPLIT SYSTEM SCHEDULE INDOOR UNIT PLAN MARK FCU-1 AC-1 FCU-2 1. BASED ON LG OR APPROVED EQUAL-OWNER SELECTION 2. PROVIDE LOW AMBIENT HEATING FOR BELOW ZERO DEGREE OPERATION. 3. SINGLE THRU THE WALL TYPE UNIT 4. FCU-1 AND FCU-2 COMBINED WITH CU-1. INSTALLATION PER MANUFACTURERS INSTRUCTIONS. 5. COOLING ONLY UNIT FOR COOLER MFR LG LG LG QTY 1 1 2 MODEL NO. LSN090HSVS LW2516ER LMN079HVT SERVICE SEATING WALK IN COOLER BAR WEIGHT LBS 50 136 50 OUTDOOR UNIT PLAN MARK CU-1 - - MODEL NO. LMU240HHV - - COOLING/HEATING TOTAL 34,000/32,400 24,000/- - REF. R-410A R-410A - WEIGHT LBS 160 - - ELECTRICAL DATA VOLT 208 208 - PH 1 1 - MCA 23 11.8 - MOCP 30 15 - REMARKS 1, 2, 4 1, 3, 5 1, 3, 4 EXCELLENCE IN ENGINEERINGLLC EXCELLENCE IN ENGINEERINGLLC 05-05-23 28 1 R I V E R S I D E D R . BO G E Y ' S B A R ROXBOX ES T E S P A R K , C O 8 0 5 1 7 CO N T A I N E R U N I T S F O R 5690 Logan St., Unit ADenver, CO 80216 M MECHANICAL SPECS LEGEND Approved by SAFEbuilt 12/27/2023 2:14:50 PM NOTE: ITEMS SPECIFIED BELOW ARE SELECTED BY OWNER/BUILDER. EQUIPMENT SCHEDULE EXCELLENCE IN ENGINEERINGLLC EXCELLENCE IN ENGINEERINGLLC 05-05-23 28 1 R I V E R S I D E D R . BO G E Y ' S B A R ROXBOX ES T E S P A R K , C O 8 0 5 1 7 CO N T A I N E R U N I T S F O R 5690 Logan St., Unit ADenver, CO 80216 M MECHANICAL FLOOR PLAN M .MECHANICAL FLOOR PLAN Approved by SAFEbuilt 12/27/2023 2:14:50 PM MISC VALVES FIXTURES PLUMBING LEGEND GENERAL NOTES ABBREVIATIONSPLUMBING GENERAL NOTES AND SPECIFICATIONS · · · · PLUMBING FIXTURE SCHEDULE TAG FS-1 FD-1 ALTERNATE MFG: AMERICAN STANDARD, CRANE, DELTA, ELKAY, HAWS, HALSEY TAYLOR, J.R.SMITH, KOHLER, LASCO, MOEN, SIOUX CHIEF, STING RAY, SYMMONS, TOTO, WADE, ZURN. ADA DESCRIPTION FLOOR SINK FLOOR DRAIN CONNECTIONS DCW DHW WASTE 4" 2-4" VENT 2"-3" FIXTURE MANUFACTURER ZURN ZURN MODEL NAME SANI-FLOR - MODEL # FD2376 FD2211 FLOW RATE - - DIMENSIONS 12" SQUARE 5-5/16" FACE MOUNTING FLOOR FLOOR RIM HEIGHT 1/4" 0 FINISH CAST/PORCELIN NICKEL BRONZE HEAD, PVC OR ABS BODY MISC. HEEL PROOF REMARKS DS, TP EXCELLENCE IN ENGINEERINGLLC EXCELLENCE IN ENGINEERINGLLC 05-05-23 28 1 R I V E R S I D E D R . BO G E Y ' S B A R ROXBOX ES T E S P A R K , C O 8 0 5 1 7 CO N T A I N E R U N I T S F O R 5690 Logan St., Unit ADenver, CO 80216 P PLUMBING SPECS SCHEDULES LEGEND Approved by SAFEbuilt 12/27/2023 2:14:50 PM NOTE: ITEMS SPECIFIED BELOW ARE SELECTED BY OWNER/BUILDER. EQUIPMENT SCHEDULE EXCELLENCE IN ENGINEERINGLLC EXCELLENCE IN ENGINEERINGLLC 05-05-23 28 1 R I V E R S I D E D R . BO G E Y ' S B A R ROXBOX ES T E S P A R K , C O 8 0 5 1 7 CO N T A I N E R U N I T S F O R 5690 Logan St., Unit ADenver, CO 80216 P PLUMBING FLOOR PLAN P  BAR WASTE AND VENT PLAN P  BAR DOMESTIC WATER PLAN Approved by SAFEbuilt 12/27/2023 2:14:51 PM CLEANOUT DETAILS PIPE THRU ROOF DETAIL 3-COMP SINK PIPING DETAIL TRAP PRIMER DETAIL FLOOR DRAIN W/ PLUMBING ISOMETRIC EXCELLENCE IN ENGINEERINGLLC EXCELLENCE IN ENGINEERINGLLC 05-05-23 28 1 R I V E R S I D E D R . BO G E Y ' S B A R ROXBOX ES T E S P A R K , C O 8 0 5 1 7 CO N T A I N E R U N I T S F O R 5690 Logan St., Unit ADenver, CO 80216 P PLUMBING DETAILS Approved by SAFEbuilt 12/27/2023 2:14:51 PM ∅ ℄℄ © 2023 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS. BO G E Y ' S B A R 28 1 W R i v e r s i d e D r i v e Es t e s P a r k , C O 8 0 5 1 7 TW BeckArchitects, Architecture, Planning and Interiors 215 Park Lane PO Box 57 Estes Park CO 80517 (970) 586.3913 phone SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 2220 pc PROPOSED RESTROOM FLOOR PLAN SCALE: 1/4" = 1'-0"© PLAN NORTH A1 OF - 1 RESTROOM SECTION SCALE: 1/4" = 1'-0"© GENERAL NOTES RESTROOM SIGNAGE SCALE: 1 1/2" = 1'-0"© SOUTH ELEVATION SCALE: 1/4" = 1'-0"© WEST ELEVATION SCALE: 1/4" = 1'-0"© NORTH ELEVATION SCALE: 1/4" = 1'-0"© REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"© Approved by SAFEbuilt 12/27/2023 2:14:51 PM BRIDGE TOP VIEW SCALE 1/4"=1'-0" BEAM TO SIDEWALK DETAIL SCALE 3/4"=1'-0" I-BEAM TO HSS BEAM DETAIL SCALE 1/2"=1'-0" SECTION A-A SCALE 3/8"=1'-0" 300 E. ELKHORN, ESTES PARK, CO, 80517 504-940-8278 REV DATE COMMENT SHEET NUMBER: PROJECT NUMBER: ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKYPOND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT 55436 M A T THE W K HAC HA T U R IAN COL O R A DO LIC E NS E D P R O F E SSIONAL E N GINEER 06/08/23 S1 2306 0 06/08/23 PERMIT SET N MORAINE AVENUE A A SITE & LOAD INFORMATION 1. CODE: 2015 INTERNATIONAL BUILDING CODE 2. SITE ELEVATION: 7,522 FT. 3. FROST DEPTH: 30IN 4. EXPOSURE CATEGORY: B 5. GROUND SNOW LOAD: 65 PSF 6. ULTIMATE WIND SPEED: 175 MPH 7. IBC LIVE LOAD: 100 PSF GENERAL 1. ENGINEERING SCOPE IS TO PROVIDE DRAWINGS FOR PEDESTRIAN BRIDGE FROM TOP OF CONTAINER TO EXISTING CONCRETE SIDEWALK. CONTAINER STRUCTURE & FOUNDATION ARE NOT IN SCOPE. 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. 3. ALL FIELD MEASUREMENTS SHALL BE VERIFIED BY CONTRACTOR BEFORE CONSTRUCTION. 4. ONLY THE FINAL REVISION OF THIS DRAWING SHALL BE USED FOR CONSTRUCTION. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE IT HAS THE FINAL REVISION. STRUCTURAL STEEL: 1. WIDE FLANGE BEAMS SHALL BE ASTM A992, HSS SHALL BE ASTM A500 GR. B, PLATE SHALL BE A572 GR.50. 2. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 BY CERTIFIED WELDER. 3. ALL PLATES SHALL BE A572 GR.50 AND ALL PIPE SHALL BE A53 GR. B. 4. ALL BOLTS AND SCREWS SHALL BE A325 U.N.O. 5. ALL MACHINED DIMENSIONS SHALL BE +/-.03. BO G E Y ' S B A R PE D E S T R I A N B R I D G E 28 1 M O R A I N E A V E . , E S T E S P A R K , C O , 8 0 5 1 7 RAILING DETAIL (FROM NORTH SIDE) SCALE: 3/8" = 1' - 0" 1 1/8" (TYP.) 5" (TYP.) 10'-4 1/8" (VERIFY IN FIELD) 1 1/4" (TYP.) 3/4" (TYP.)ANGLE DETAIL SIDEWALK SCALE: 3" = 1' - 0" 1/4"(TYP.) (4) 3/8" REDHEAD EXPANSION BOLTS (2) 3/8" REDHEADS W8X13 I-BEAM W8X13 I-BEAM 1/4"(TYP.) L 5 X 5 X 5/16 4'- 3/8" (VERIFY IN FIELD) W8X13 I-BEAM 1/4(TYP.) W8X13 I-BEAM HSS DECK BEAM PLANK GRATE TREADS SPOT WELD TREAD TO I-BEAM 2'-11 3/4" 4'-0"4" HOGWIRE 3 1/2" HSS 2 X 2 X 1/8 5'-1 7/8"5'-1 7/8" 5'-4 3/8"5'-4 3/8" RAILING DETAIL (FROM SOUTH SIDE) SCALE: 3/8" = 1' - 0" 4" HOGWIRE 2'-11 3/4"HSS 2 X 2 X 1/8 HSS 2 X 1 X 1/8 HSS 1 1/2 X 1 1/2 X 1/8 W8X13 I-BEAM L 5 X 5 X 5/16 3/4" (TYP.) 1 1/4" 2 1/4" (TYP.) 3" 10'-9 1/4" (VERIFY IN FIELD) 7/16" (TYP.) HSS BLOCKING TO SUPPORT I- BEAMS (WELD TO TOP OF CONTAINER) 3'-6" 7/16" HSS 2 X 1 X 1/8 HSS 1 1/2 X 1 1/2 X 1/8 NORTH WEST CONTAINER CORNER TOP OF TREADS FLUSH WITH TOP OF DECK Approved by SAFEbuilt 12/27/2023 2:14:51 PM 300 E. ELKHORN, ESTES PARK, CO, 80517 504-940-8278 REV DATE COMMENT SHEET NUMBER: PROJECT NUMBER: ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKYPOND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F ES SIONAL E N GINEER 12/13/23 S1 2223 0 01/06/23 PERMIT SET 1 10/05/23 GENERAL REVISION 2 12/13/23 GENERAL REVISION N 89 34' 49" E 57.54' S 0 3  1 0 ' 0 6 " E 25 .29 ' S 0 1  0 0 ' 5 5 " E 1 6 . 5 3 ' S 02 58' 02" E 2 5 . 2 8 ' N 0 0  2 5 ' 1 1 " W 5 8 . 6 4 ' N 82 27' 32" W 60.64' 1 ON 12 RAMP LANDING 1 ON 12 RAMP HCRR HCRR LANDING LANDING SE T B A C K N 8 4  1 2 ' 3 0 " W 5 6 .6 9 ' S 82 03' 29" E 58.29' SITE & LOAD INFORMATION 1. CODE: 2015 INTERNATIONAL BUILDING CODE 2. SITE ELEVATION: 7,522 FT. 3. FROST DEPTH: 30IN 4. EXPOSURE CATEGORY: B 5. GROUND SNOW LOAD: 65 PSF 6. ULTIMATE WIND SPEED: 175 MPH 7. ALLOWABLE BEARING PRESSURE: 2,500 PSF. GENERAL 1. THE SCOPE OF THIS JOB IS TO PROVIDE SITE PLAN LAYOUT, BASED OF SURVEYORS PLANS, WITH RETAINING WALL STRUCTURE. 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. 3. SITE PLAN GEOMETRY IS FROM SITE PLAN_281 MORAINE AVE (2022-10-19). 4. ALL FIELD MEASUREMENTS SHALL BE VERIFIED BY CONTRACTOR BEFORE CONSTRUCTION. 5. IT IS THE OWNER'S RESPONSIBILITY TO CONFIRM THE ALLOWABLE BEARING PRESSURE, WHICH HAS NOT BEEN BASED ON A GEOTECHNICAL STUDY, AND IS ASSUMED AT 2,500 PSF. 6. DETAIL DRAWINGS SUPERCEDE ANY VISUAL APPEARANCE IN THE MAIN SECTION AND PLAN VIEWS. 7. ONLY THE FINAL REVISION OF THIS DRAWING SHALL BE USED FOR CONSTRUCTION. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE IT HAS THE FINAL REVISION. CONCRETE 1. ALL CONCRETE DESIGN IS BASED ON ACI318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. ALL STRUCTURAL CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTHS AT 3,500 PSI. 3. CONCRETE SHALL BE PROPORTIONED USING TYPE I/II CEMENT. CONCRETE SUSCEPTIBLE TO FREEZING SHALL BE FORMULATED FOR MAXIMUM FROST RESISTANCE IN ACCORDANCE WITH ACI. 4. SLABS ON GRADE SHALL BE PLACED ON APPROVED MATERIAL PER GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL NOTIFY ENGINEER OF COLD AND CONSTRUCTION JOINTS PRIOR TO CONCRETE FORMING. 6. CONCRETING FORMING PROCEDURES SHALL BE USED IN ACCORDANCE WITH ACI. 7. ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED MIN. 3/4". REINFORCING STEEL 1. ALL FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. REINFORCING BARS SHALL CONFORM TO ASTM A615 AND SHALL BE GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 4. AT SPLICES, LAP BARS 36 DIAMETERS AND AROUND OPENINGS IN WALLS AND SLABS, PROVIDE (2) #4'S, EXTENDING A MINIMUM 2'. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 3" CLEAR FROM BOTTOM OF CONCRETE FOOTING, 2" ELSEWHERE, UNLESS NOTED OTHERWISE. MO R A I N E A V E . FO U N D A T I O N P L A N 28 1 M O R A I N E A V E . , E S T E S P A R K , C O , 8 0 5 1 7 FOUNDATION PLAN SCALE: 1/8" = 1' - 0" 10'-0" 8'-0" 2'-6" MIN 3'-2" MAX HEIGHT 1'-3"1'-6" 3'-5" 8" 8" #4 @ 12" TOP AND BOTTOM (4) #4 TRANSVERSE ALONG TOP AND BOTTOM #4 FULL HEIGHT @ 12" O.C. W/ HOOK #4 @ 12" HORIZ. RETAINING WALL SCALE: 3/4" = 1' - 0" PEDESTRIAN BRIDGE 40'-0" 16'-0" 8'-0" RETAINING WALL 6'-0" 4'-0" 12'-3" 4'-0" 10'-0" NEW 4" SLAB ON GRADE W/ 6X6 W2.0 X W2.0 W.W.F (TYP.) Approved by SAFEbuilt 12/27/2023 2:14:51 PM FOOTING DETAIL SCALE 1/2"=1'-0" STRINGER PLATFORM CONNECTION SCALE 1/2" = 1'-0" THICKENED SLAB SCALE 1/2"=1'-0" PLATFORM BEAM TO BEAM SCALE 3/4" = 1'-0" JOIST TO BEAM SCALE 3/4"=1'-0" HSS TO PLATFORM BEAM SCALE 3/4"=1'-0" 300 E. ELKHORN, ESTES PARK, CO, 80517 504-940-8278 REV DATE COMMENT SHEET NUMBER: PROJECT NUMBER: ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKYPOND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT 55436 M A T THE W KHAC H A T U R IAN COL O R A DO LIC E NS E D P R O F E SSIONA L E N GINEER 11/22/23 S1 2321 0 11/22/23 PERMIT SET SITE & LOAD INFORMATION 1. CODE: 2015 INTERNATIONAL BUILDING CODE 2. SITE ELEVATION: 7,522 FT. 3. FROST DEPTH: 30IN 4. EXPOSURE CATEGORY: B 5. GROUND SNOW LOAD: 65 PSF 6. ULTIMATE WIND SPEED: 175 MPH 7. ALLOWABLE BEARING PRESSURE: 2,500 PSF. GENERAL 1. ENGINEERING SCOPE IS TO PROVIDE STRUCTURAL DRAWINGS FOR STAIRS. RAIL DETAILS PER ARCHITECT/ROX BOX. 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. 3. ALL FIELD MEASUREMENTS SHALL BE VERIFIED BY CONTRACTOR BEFORE CONSTRUCTION. 4. IT IS THE OWNER'S RESPONSIBILITY TO CONFIRM THE ALLOWABLE BEARING PRESSURE, WHICH HAS NOT BEEN BASED ON A GEOTECHNICAL STUDY, AND IS ASSUMED AT 2,500 PSF. 5. DETAIL DRAWINGS SUPERCEDE ANY VISUAL APPEARANCE IN THE MAIN SECTION AND PLAN VIEWS. 6. ONLY THE FINAL REVISION OF THIS DRAWING SHALL BE USED FOR CONSTRUCTION. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE IT HAS THE FINAL REVISION. CONCRETE 1. ALL CONCRETE DESIGN IS BASED ON ACI318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. ALL STRUCTURAL CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTHS AT 3,500 PSI. 3. CONCRETE SHALL BE PROPORTIONED USING TYPE I/II CEMENT. CONCRETE SUSCEPTIBLE TO FREEZING SHALL BE FORMULATED FOR MAXIMUM FROST RESISTANCE IN ACCORDANCE WITH ACI. 4. SLABS ON GRADE SHALL BE PLACED ON APPROVED MATERIAL PER GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL NOTIFY ENGINEER OF COLD AND CONSTRUCTION JOINTS PRIOR TO CONCRETE FORMING. 6. CONCRETING FORMING PROCEDURES SHALL BE USED IN ACCORDANCE WITH ACI. 7. ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED MIN. 3/4". STRUCTURAL STEEL: 1. WIDE FLANGE BEAMS SHALL BE ASTM A992, HSS SHALL BE ASTM A500 GR. B, CHANNEL/ANGLE SHALLBE ASTM A36, PLATE SHALL BE A572 GR.50 AND ALL PIPE SHALL BE A53 GR B. 2. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 BY CERTIFIED WELDER. 3. ALL BOLTED CONNECTIONS SHALL BE A325 BOLTS, U.N.O, INSTALLED IN ACCORDANCE WITH 'SPECIFICATIONS FOR STRUCTURAL JOINTS'. 4. ALL MACHINED DIMENSIONS SHALL BE +/-.03. 5. ALL WELDS SHALL BE 5/16" FILLET ALONG ALL EDGES U.N.O. BO G E Y ' S B A R 28 1 M O R A I N E A V E . , E S T E S P A R K , C O , 8 0 5 1 7 STAIR DETAIL SCALE: 3/8" = 1' - 0" 7'-4" 4'-0" 3'-8" 7'-0"8'-3 1/4" 4'-0" 1'-0" 2'-6" FROST DEPTH (3) 1/2" THRU BOLTS (3) #4 VERT. 10" 1'-0" 7'-0" (V.I.F.) 40'-0" HSS 4X4X5/16 (4) 1/2"Ø REDHEADS PL 1/2X8X8 C12X20.7 BEAM (2) 1/2"Ø REDHEADS C12X20.7 STRINGER C6X8.2 JOISTS (TYP.) CAP 1/2 CAP 1/2 CJP. 3'-2" 1 1/4" 4" 6 1/4" HSS 4X4X5/16 C12X20.7 BEAM L2X2X5/16 ANGLE (TYP.) CJP. C6X8.2 JOIST C12X20.7 BEAM (2) #4 REBAR C12X20.7 BEAMHSS 8X2X3/16 (5/16) TOP & BOT. GRATING NO SHOWN FOR CLARITY 11" (TYP.) 6 3/8" (TYP.) 11" (TYP.) 6 5/8" (TYP.) L2X2X5/16 ANGLE (TYP.) C12X20.7 STRINGER (TYP.) HSS 4X4X5/16 POST (TYP.) C12X20.7 BEAM (TYP.) 4'-10" 4'-3" 30° (TYP.) CONTAINER BAR FRAMING PLAN SCALE: 3/16" = 1' - 0" Approved by SAFEbuilt 12/27/2023 2:14:51 PM 300 E. ELKHORN, ESTES PARK, CO, 80517 504-940-8278 REV DATE COMMENT SHEET NUMBER: PROJECT NUMBER: ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKYPOND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F ESSIONAL E N GINEER 11/22/23 S2 2321 0 11/22/23 PERMIT SET BO G E Y ' S B A R 28 1 M O R A I N E A V E . , E S T E S P A R K , C O , 8 0 5 1 7 FOUNDATION PLAN SCALE: 3/16" = 1' - 0" 7'-2" 3'-8" 7'-0" 2" 8'-7 1/2" 3'-6" 3'-8" GRATING NOT SHOWN FOR CLARITY CONTAINER BAR Approved by SAFEbuilt 12/27/2023 2:14:52 PM ∅ ∅ ∅ © 2023 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS. BO G E Y ' S B A R 28 1 W R i v e r s i d e D r i v e Es t e s P a r k , C O 8 0 5 1 7 TW BeckArchitects, Architecture, Planning and Interiors 215 Park Lane PO Box 57 Estes Park CO 80517 (970) 586.3913 phone SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 2220 pc PROPOSED DECK PLAN SCALE: 1/4" = 1'-0"© PLAN NORTH STAIR DETAIL SCALE: 1/4" = 1'-0"© A1 OF - 1 Approved by SAFEbuilt 12/27/2023 2:14:52 PM 281 Moraine Avenue Owner: 3634 Hike LLC Parcel No. 3525121014 0.07 Acres (±3,201 sq.ft.) -SUBJECT PROPERTY- MO R A I N E A V E N U E WE S T R I V E R S I D E D R I V E 2 2 1 2 3 3 1 1 1 3 2 3 S1 OF - 1 SITE PLAN © PLAN NORTH SCALE: 1 Inch = 5 Feet 2.5' 5'0'10' © 2023 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS. BO G E Y ' S B A R 28 1 W R i v e r s i d e D r i v e Es t e s P a r k , C O 8 0 5 1 7 TW BeckArchitects, Architecture, Planning and Interiors 215 Park Lane PO Box 57 Estes Park CO 80517 (970) 586.3913 phone SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 2220 pc 1 2 3 Approved by SAFEbuilt 12/27/2023 2:14:52 PM