2001.21.1-SSC-MTS-F1-201216ss56'-0"11'-10"1'-9 1/4"8'-3 1/2"1'-9"(10) 16x16 PADS & STL PIERS, 1/F2 - 9 SPACES @ 5'-10" = 52'-6", EACH RAIL(5) SOIL ANCHORS, EA SIDE, 2/F11'-0"LONGITUDINAL ANCHOR, 3/F1, (2) EA ENDMODULAR BUILDINGCHASSIS BEAMSTEEL PIER PER PLAN &NOTES16x16 ABS PAD PER PLAN &NOTES, ON ASPHALT OVERCOMPACTED GRAVEL PADSOIL ANCHOR STRAP MMA-71AND BEAM CONNECTOR MMA-34SOIL ANCHOR PERPLAN & NOTESMODULAR BUILDINGCHASSIS BEAMSTEEL PIER PER PLAN &NOTES ALT: CMU BLOCKS16x16 ABS PAD PER PLAN& NOTES, ON COMPACTEDGRAVEL PAD ALT: 16x16x4CONC PADSNON-STRUCTURAL SKIRTING (OPTIONAL)MODULAR BUILDINGCHASSIS BEAMSECOND SOIL ANCHOR STRAP ISREQUIRED TO GO TO NEXT RAILWHEN PRIMARY ANCHOR STRAPEXCEEDS 45°SOIL ANCHOR PER PLAN & NOTES< 46°SOIL ANCHOR STRAP MM-32W/BUCKLE202002.12.1-1SHEET : OF12/16/2020F111KENNA DRAPER12x56 OFFICE BUILDING - FOUNDATIONPLAN/NOTES/DETAILSDECEMBER 2020AS SHOWNSTRUCTURAL NOTES:1.GENERAL1.1. OVERALL DIMENSION ARE FOR FOUNDATION FRAMING. VERIFY DIMENSIONSOF MODULAR BUILDING PRIOR TO FABRICATING AND INSTALLINGFOUNDATION.2.DESIGN INFORMATION & LOADING:2.1. BUILDING CODE IBC, 20152.2. ROOF LIVE LOAD: 25 PSF, SNOW2.3. FLOOR LIVE LOAD: 50 PSF OR 2,000# CONC.2.4. WIND CRITERION: 115 MPH, EXP B, Kzt=1.02.5. SEISMIC CRITERION: SDS=0.301, SEISMIC CATEGORY D2.6. ASSUMED SOIL BEARING: 1,500 PSI, SITE CLASS D3.CONCRETE:3.1. DESIGN COMP.STRENGTH2,500 PSI3.2. REINF. YIELD 60 KSI3.MASONRY:3.1. 8x16 ASTM C-90, GRADE N3.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 24-INCHES HIGH, PER PLANW/O GROUTING4.WOOD:4.1. ALL WOOD TO BE HEM-FIR STUD GRADE OR BETTER.4.2. WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TO BETREATED FOR EXPOSURE.4.3. CONNECTORS IN TREATED MATERIALS SHALL BE HOT-DIPPED GALVANIZED ORSTAINLESS STEEL.5.SPECIALTY ITEMS:5.1. "MINUTE MAN PRODUCTS, Inc." OR EQUIVALENT.(www.minutemanproducts.com, 800) 438-7277)5.2. METAL PIERS5.2.1. TO BE CAPABLE OF SUPPORTING 6,000#5.2.2. INSTALL HEAD CAPS WITH CLIPS TO RAIL BEAM5.3. 'X-DRIVE' LATERAL RESISTING ANCHOR W/ A MIN. ALLOWABLE LOAD OF 1800#IN 2" MIN. ASPHALT OVER 4" MIN., COMPACTED GRAVEL PAD.5.4. 'AUGER' UPLIFT RESISTING ANCHOR W/ A MIN. ALLOWABLE LOAD OF 3150#.5.5. CONNECT ANCHOR TIES STRAPS TO BUILDING ONLY AFTER BUILDING IS FULLYBLOCKED AND LEVELED.5.3. ABS PADS, "BLACK PAD" OR EQUIVALENT.5.4. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'SRECOMMENDATIONS.6.VENTING:6.2. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE REQUIREMENTS AT 1 NETSF OF VENTILATION PER 150 SF OF FLOOR AREA, IBC 1203.4.2.2.6.3. VENTILATION REQUIRED: 12x56 = 672 SF/150 = 4.48 SF OF FREE OPENINGVENTILATION. 6x16 VENTS REQUIRED = 4.48/0.75 SF/VENT = 6 VENTS. PLACEONE AT EACH CORNER AND SPACE THE BALANCE UNIFORMLY TO PROMOTECROSS-VENTILATION.6.2. VENTILATION MAY BE REDUCED TO 11500 IF CLASS 1 VAPOR RETARDER, 6 MIL.BLACK POLYETHYLENE SHEET, OR EQUAL, IS INSTALLED UNDER ENTIREBUILDING AND UP SKIRTING RIM. LAP JOINTS A MINIMUM OF 12-INCHES. ONEVENT AT EACH CORNER IS REQUIRED.7.ACCESS:7.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER IBC AND LOCAL CODE.MINIMUM 18"x24" OPENING REQUIRED, UNLESS LOCAL CODE REQUIRES ALARGER OPENING.7.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATEDWOOD MEMBER.7.3. PROVIDE 12" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALLBUILDING MEMBERS.8.SITE CONDITIONS:8.1. SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-1557.8.2. PROVIDE A MIN. 2-INCH ASPHALT OVER 4-INCH THICK ROAD-MIXFOUNDATION BASE, COMPACTED TO 95% OF THE STANDARD PROCTORDENSITY PER ASTM D-1557.8.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN.GRADE OF 2%.SSC-MERIDIAN TRANSFER STATION 2130 W FRANKLIN RD, MERIDIAN, ID 83642DEAN W. BRIGGS, PEBRIGGSSERVING TEH WESTERN UNITES STATES5999 W STATE 'A', GARDEN CITY, ID 83703 - (208) 871-0200THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANYPROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENT FROMDEAN W. BRIGGS, PEMobile & Modular BuildingsRENEWS: 09/30/2022