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eat,- <br /> 46'-0" RENEWS 9 27 2023 <br /> (7)16"06"PADS&STEEL PIERS @ 84"=42'-0" <br /> MODULAR BUILDING -CHASSIS BEAM <br /> STEEL PIER PER PLAN& <br /> NOTES LONGITUDINAL ANCHOR,3/Fl,EA END UPLIFT ANCHOR,4/F3,EA SIDE <br /> NON-STRUCTURAL SKIRTING(OPTIONAL) <br /> 16.16 ABS PAD OR 12.24 P.T.PLANKS <br /> PER PLAN&NOTES,ON ASPHALT OVER <br /> COMPACTED GRAVEL PAD <br /> �1 PIERIPz"AD SUPPORT _ <br /> (6)SOIL ANCHORS,EA SIDE, 21F1 <br /> MODULAR BUILDING <br /> CHASSIS BEAM <br /> SOIL ANCHORSTRAP /OL FOUNDATION PLAN <br /> MM-32 W/BUCKLE A SCALE:1 4'=1'-0" <br /> SECOND SOIL ANCHOR STRAP IS • �_ <br /> REQUIRED TO GO TO NEXT RAIL <br /> WHEN PRIMARY ANCHOR STRAP <br /> EXCEEDS 9S' <br /> STRUCFURAL NOTES: m <br /> SOIL ANCHOR PER PLAN <br /> F.NCTES 1. GENERAL BUILDING DESIGN: <br /> 1.1.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION <br /> 1.2.BUILDING RISK CATEGORY II <br /> 1.3.A GEOTECHNICAL REPORT WAS NOT SUPPLIED BY THE OWNER FOR THE DESIGN OF <br /> THESE FOUNDATIONS.THE OWNER 15 RESPONSIBLE FOR PROVIDING A SUITABLE <br /> STABLE SUBGRADE FOR LATERAL ANCHOR 2. DESIGN INFORMATION&I THE <br /> BUILDING FOUNDATION. cib <br /> Gcale:L/r=r-o" 2.1.BUILDING CODE IBC 2018,ASCE 7-16,WBC <br /> 2.2.ROOF LIVE LOAD 25 PSF,SNOW <br /> MODULAR BUILDING 2.3.FLOOR LIVE LOAD 50 PSF OR 2,000#CONC. <br /> CHASSIS BEAM 2.4.WIND CRITERION 100 MPH,EXP C,Kzt=1.0 <br /> 2.5.SEISMIC CRITERION SDS=0.834,1-1.0,SEISMIC CATEGORY,D <br /> 2.6.ASSUMED SOIL BEARING 1,500 PSF,SITE CLASS D(SOIL AT BOTTOM OF <br /> GRANULAR BASE) <br /> 3. CONCRETE: <br /> 3.1.DESIGN COMP.STRENGTH 2,500 PSI <br /> 3.2.REINFORCING YIELD 60 KSI $ <br /> SOIL ANCHOR STRAP MMA-L 3. MASONRY: <br /> AND BEAM CONNECTOR MMA-34 m <br /> 3.1.Sx16x8 UNITS ASTM C-90,GRADE INuJ ✓, ,�_, <br /> 3.2.SET UNITS W/CORES VERTICAL,PER PLAN. CL F r <br /> 3.3.STACKS OF 3 OR LESS SINGLE CAN BE DRY-STACKED. o <br /> SOIL ANCHOR PER 3.4.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 to y 3 <br /> PLAN&NOTES CRJ N m <br /> FROM COURSE BELOW. 9 LL w a <br /> 3.5.STACKS OF OVER 6 UNITS TO BE GROUTED FULL WITH(1)#4 IN EACH OF THE(4) - <br /> CELLS. <br /> 4. WOOD: co <br /> 4.1.GENERAL MEMBERS TO BE HF-CONST GRADE OR BETTER. ~ F 3 <br /> LONGITUDINALANCHOR <br /> 4.2.BEAMS&POSTS TO BE HF#20R BETTER. § Or <br /> r-o 4.3.MEMBERS EXPOSED TO EARTH,CONCRETE OR MASONRY SHALL BE PRESSURE Z coi; <br /> TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q z G H <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS LJJ - <br /> STEEL COMMON. <br /> MODULAR BUILDING S. <br /> SPECIALTY ITEMS:("MINUTE MAN PRODUCTS,INC."(800)438-7277 3 <br /> CHASSIS BEAM W W W.MIN UTEMANPRODUCTS.COM) <br /> 5.1.METAL PIERS: <br /> SOILANCHORSTRAP 5.1.1. TO BE CAPABLE OF SUPPORTING 6,000# F K <br /> MM-32 W/BUCKLE 5.1.2. USE BOLTED CLIP CONNECTOR AT HEAD OF PIER TO MODULE CARRIAGE RAIL. <br /> 5.1.3. ATTACH BASE OF PIER TO CONCRETE WITH'SI MPSON'HD TITAN SCREWS OR <br /> STEEL PIER PER PLAN& TO PLASTIC OF WOOD PADS WITH#12 PAN-HEADED WOOD-SCREWS AT Z <br /> NOTES OPPOSITE CORNERS OF PADS. 0 <br /> 16,16 ABS PAD PER PLAN 5.2.SOIL ANCHORS(BASED ON A MAXIMUM HEIGHT OF FINISHED FLOOR=48"ABOVE Q <br /> &NOTES,ON COMPACTED FOUNDATION SUBGRADE) 0 <br /> GRAVELPAD 5.2.1. UPLIFT ANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENT AND z z <br /> BASE INTO NATIVE SOILS MMA-92 OR GW2. O O <br /> SOILANCNOR PER 5.2.1. X-DRIVE ANCHORS INTO COMPACTED GRAVEL OR ASPHALT SUBGRADE m w N <br /> PLAIN&NOTES MMA-35. a ' <br /> 5.2.2. STRAPS ANCHOR HEAD TO RIM JOIST: W Z O 3 Z U ¢ <br /> 5.2.2.1. MMA-32 FOR STRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE. N O N <br /> 5.2.2.2. MMA-71 FOR STRAPS BOLTED TO RIM JOISTS W Z c w <br /> UPLIFT ANCHOR 5.2.2. STRAPS SHALL SET AT30°TO45°FROM HORIZONTAL.IF STRAPS ARE SET AT > a > <br /> MORE THAN 45°TO OUTSIDE CARRIAGE RAIL INSTALL A SECOND STRAP TO THE W X W m <br /> NEXT ADJACENT RAIL. LJ. w <br /> 5.2.3. INSTALL ALL SPECIALTY ITEMS PERTHE MANUFACTURER'S Z �z., 00 <br /> RECOMMENDATIONS. O 00 ¢ 0? z ry <br /> 5.2.4. CONNECT ANCHOR TIES TO BUILDING ONLYAFTER BUILDING IS FULLY BLOCKED m Z o <br /> AND LEVELED. Z <br /> 6. VENTING:(IF SKIRTING INSTALLED) O m d ry <br /> 6.1.PROVIDE A CLASS I VAPOR RETARDER OVER ENTIRE CRAWLS SPACE d c <br /> 6.2.PROVIDE VENTING TO RATIO OF 1 SQ.FT OF VENTILATION PER 1500 SQ.FT OF m <br /> CRAWLSPACE AREA. 0 <br /> 6.3.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR o <br /> CROSS-VENTILATION. Lo w m <br /> 7. ACCESS:(IF SKIRTING INSTALLED) K w <br /> 7.1.PROV IDE MINIMUM 18"x24"ACCESS TO THE UNDER FLOOR AREA. N <br /> 7.2.PROVDE 18"MIN.CLEARANCE FROM SUBGRADE TO UNDERSIDE OF ANY <br /> UNTREATED WOOD MEMBER. o <br /> 7.3.PROVIDE 12"MIN.CLEARANCE UNDER FROM SUBGRADE TO UNDERSIDE OF ALL <br /> BUILDING MEMBERS. REVISION DATE: <br /> 8. SITE CONDITIONS: 07/09/2017 <br /> 8.1.FOUNDATION SUBGRADE IS 9-INCHES OF ASPHALT PAVING OVER 12-INCHES OF F 1 <br /> COMPACTED GRANULAR BASE OVER STABLE COMPACT SOIL. <br /> SHEET: 1 OF 1 <br /> SCOTTWILSON <br />