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W. <br /> MODULAR BUILDING <br /> CHASSIS BEAM <br /> 18878 <br /> STEEL PIER PER PLAN& 30'-0" <br /> NOTES <br /> (5)16A6 PADS&STL PIERS @ 81"=27'-0' V-6" RENENS 9 27 2023 NON-STRUCTURAL SKIRTING(OPTIONAL) <br /> 0 <br /> 16x16 ABS PAD OR 12x24 P.T.PLANKS <br /> PER PLAN&NOTES,ON ASPHALT OVER _ <br /> COMPACTED GRAVEL PAD <br /> PIERIPAD SUPPORT <br /> 1'-0" <br /> LONGITUDINAL ANCHOR,3/Fl,EA END UPLIFTANCHOR,4/Fl,EASIDE <br /> � I II <br /> MODULAR BUILDING <br /> CHASSIS BEAM — <br /> SOIL ANCHOR STRAP 1-p' (4)SOIL ANCHORS,21F1,EA SIDE <br /> MM-32 W/BUCKLE <br /> SECOND SOIL ANCHOR STRAP IS <br /> REQUIRED TO GO TO NEXT RAIL (n <br /> WHEN PRIMARY ANCHOR STRAP >� <br /> EXCEEDS45° <br /> SOIL ANCHOR PER PLAN <br /> &NOTES ::3 <br /> m <br /> STRUCTURAL NOTES: <br /> (6 <br /> 1. GENERAL BUILDING DESIGN: 7 <br /> 1.1.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION -0 <br /> 1.2.BUILDING RISK CATEGORY II ccO <br /> 1.3.AGEOTECHNICAL REPORT WAS NOT SUPPLIED BY THE OWNER FOR THE DESIGN OF G <br /> LATERAL ANCHOR THESE FOUNDATIONS.THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE <br /> Scale: 1/2"=1'-O" STABLE SUBGRADE FOR THE BUILDING FOUNDATION. 06 <br /> 2. DESIGN INFORMATION&LOADING: <br /> 2.1.BUILDING CODE IBC 2018,ASCE 7-16,WBC <br /> MODULAR BUILDING 2.2.ROOF LIVE LOAD 25 PSF,SNOW A <br /> CHASSIS BEAM 2 FLOOR LIVE LOAD 50 PSF OR 2,0001 CONC. <br /> 2.4.WIND CRITERION 100 MPH,EXP c,Krt=1.0 <br /> 2.5.SEISMIC CRITERION SD5=0.834,1e=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 g <br /> 3. MASONRY: w p <br /> SOIL ANCHOR STRAP MMA-71 3.1.8x16x8 UNITS ASTM C-90,GRADE N Lu <br /> 3.2.SET UNITS W/CORES VERTICAL,PER PLAN. a- <br /> F N <br /> AND BEAM CONNECTOR MMA-34 3.3.STACKS OF 3 OR LESS SINGLE CAN BE DRY-STACKED. VI g a <br /> 3.4.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 In =m <br /> °FROM COURSE BELOW. z u w <br /> 3.5.STACKS OF OVER 6 UNITS TO BE GROUTED FULL WITH(1)#4 IN EACH OF THE(4) p '- <br /> SOILANCHORPER � CJ p <br /> CELLS. <br /> PLAN&NOTES 4. WOOD: m <br /> 4.1.GENERAL MEMBERS TO BE HF-CONST GRADE OR BETTER. j 3 p -d o <br /> 4.2.BEAMS&POSTS TO BE HF#2 OR BETTER. > Do <br /> 4.3.MEMBERS EXPOSED TO EARTH,CONCRETE OR MA50NRYSHALL BE PRESSURE Z <br /> TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q G8.2 <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS LJJ STEEL COMMON. 0 <br /> S. SPECIALTY ITEMS:("MINUTE MAN PRODUCTS,INC."(800)438-7277 <br /> LONGITUDINAL ANCHOR N 3 <br /> W W W.MINUTEMANPRODUCTS.COM) <br /> Scale: 1/2"=V-0" 5.1.METAL PIERS: g <br /> 5.1.1. TO BE CAPABLE OF SUPPORTING 6,0001t <br /> 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'SIMPSON'HD TITAN SCREWS OR Z <br /> TO PLASTIC OF WOOD PADS WITH#12 PAN-HEADED WOOD-SCREWS AT O <br /> MODULAR BUILDING OPPOSITE CORNERS OF PADS. Q <br /> CHASSIS BEAM 5.2.SOIL ANCHORS(BASED ON A MAXIMUM HEIGHT OF FINISHED FLOOR=48"ABOVE <br /> FOUNDATION SUBGRADE) Z <br /> 5.2.1. UPLIFT ANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENT AND M 2 <br /> BASE INTO NATIVE SOILS MMA-92 OR GW2. Q 3 <br /> MM-32 CHOR STRAP O <br /> MM-32 W/BUCKLE 5.2.1. MMA-X-DRIVE ANCHORS INTO COMPACTED GRAVEL OR ASPHALT SUBGRADE m N <br /> MMA-35. a C7 <br /> STEEL PIER PER PLAN& 5.2.2. STRAlz <br /> PS ANCHOR HEAD TO RIM JOIST: W ZO <br /> 5.2.2.1. MMA-32 FOR STRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE. cc <br /> 5.2.2.2. MMA-71 FOR S <br /> NOTES TRAPS BOLTED TO RIM JOISTS W Z z w <br /> 5.2.2. STRAPS SHALL SET AT 30°TO 45°FROM HORIZONTAL.IF STRAPS ARE SET AT > Qa w m a <br /> a 16xl6 ABS PAD PER PLAN MORE THAN 45°TO OUTSIDE CARRIAGE RAIL INSTALL A SECOND STRAP TO THE Lu X w <br /> i &NOTES,ON COMPACTED NEXTADJACENT RAIL. L.L Z z O F- <br /> GRAVEL PAD 5.2.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S O ^' <br /> RECOMMENDATIONS. Q cc z 6 ry <br /> 5.2.4. CONNECT ANCHOR TIES TO BUILDING ONLYAFTER BUILDING IS FULLY BLOCKED O c Q Z o <br /> SOIL ANCHOR PER <br /> AND LEVELED. w 3 <br /> PLAN&NOTES 6. VENTING:(IF SKIRTING INSTALLED) O Z o m a o <br /> 6.1.PROVIDE A CLASS I VAPOR RETARDER OVER ENTIRE CRAWLS SPACE " m <br /> 6.2.PROVIDE VENTING TO RATIO OF I SOFT <br /> OF VENTILATION PER 1500 SQ.FT OF d <br /> CRAWLSPACE AREA. ^� m <br /> 6.3.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR O o <br /> CROSS-VENTILATION. <br /> UPLIFT ANCHOR 7. ACCESS:(IF SKIRTING INSTALLED) m ¢ w <br /> Scale: l/2"=1'-0" 7.1.PROVIDE MINIMUM I8"x24"ACCESS TO THE UNDER FLOOR AREA. x w <br /> 7.2.PROVIDE 18"MIN.CLEARANCE FROM SUBGRADE TO UNDERSIDE OF ANY O 3 u <br /> UNTREATED WOOD MEMBER. p <br /> 7.3.PROVIDE 12"MIN.CLEARANCE UNDER FROM SUBGRADE TO UNDERSIDE OF ALL <br /> BUILDING MEMBERS. REVISION DATE: <br /> 8. SITE CONDITIONS: 12-21-2021 <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 /> SC07MLSON <br />