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W. <br /> of <br /> MODULAR BUILDING <br /> CHASSIS BEAM <br /> STEEL PIER PER PLAN& 30-0' <br /> NOTES <br /> 1'B' (5)1SX16 PADS&STL PIERS @ 81'=2T-0' 1 E' )mQE9 F/n/ma <br /> NON-STRUCTURAL SKIRTING(OPTIONAL) <br /> 16X16 ABS PAD OR 1ZK24 P.T.PLANKS 1-0 <br /> PER PLAN&NOTES,ON ASPHALT OVER <br /> COMPACTED GRAVEL PAD <br /> ` / PIER/PAD SUPPORT — d <br /> 6 LONGITUDINAL ANCHOR,3/Fl,EA END UPLIFT ANCHOR,4/FL EA SIDE <br /> a. <br /> - - - -�H <br /> MODULAR BUILDING <br /> CHASSIS BEAM _J <br /> SOIL ANCHOR STRAP i'-0 (4)SOIL ANCHORS,7JF1,EA SIDE <br /> MM-32 W/BUCKLE <br /> SECOND SOIL ANCHOR STRAP IS <br /> REQUIRED TO GO TO NEXT RAIL <br /> WHEN PRIMARY ANCHOR STRAP En <br /> EXCEEDS 45' <br /> --� -------- SOILANCHOR PER PLAN <br /> &NOTES <br /> • m <br /> STRUCTURAL NOTES: <br /> l� <br /> 1. GENERAL BUILDING DESIGN: Z3 <br /> L3.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION -O <br /> 1.2.BUILDING RISK CATEGORY It O <br /> LATERAL ANCHOR 1.3.AGEOTECHNICAL REPORT WAS NOT SUPPLIED BY THE OWNER FOR THE DESIGN OF 2E <br /> / n THESE FOUNDATIONS.THE OWNER IS RESPONSIBLE FOR PROVIDING ASURABLE <br /> Scde:1/2' 1'-0' STABLE SUSGRADE FOR THE BUILDING FOUNDATION. C-6 <br /> 2. DESIGN INFORMATION&LOADING: Q1 <br /> 2.1.BUILDING CODE IBC 2018,ASCE 7-26,WBC <br /> MODULAR BUILDING 2.2.ROOF LIVE LOAD 25 PSF,SNOW ' O <br /> CHASSIS BEAM 2.4.FL FLOOND LIVE LOAD <br /> 500 M 0 PSF HREX�KCONC. <br /> 2.5.SEISMIC CRITERION SDS=O.B34,1-1.0,SEISMIC CATEGORY,D <br /> 2.6.ASSUMED SOIL BEARING LS00 PSF,SITE CLASS D(SOIL AT BOTTOM OF <br /> i GRANULAR BASE{ <br /> 3. CONCRETE: <br /> 3.1.DESIGN COMP.STRENGTH 2,500 PSI <br /> 3.2.REINFORCING YIELD 60 KSI 8 = <br /> 3. MASONRY: TS <br /> SOILANCHOR STRAP MMA-71 3.L BXl6X8 UNITS ASTM C-90,GRADE N W m <br /> AND BEAM CONNECTOR MMA-34 3.2.SET UNITS W/CORES VERTICAL,PER PLAN. t1 r R <br /> i 3.3 STACKS OF 30R LESS SINGLE CAN BE DRY-STACKED. - q <br /> 3.4.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 N G <br /> FROM COURSE BELOW. m b K <br /> 35.STACKS OF OVER 6 UNITS TO BE GROUTED FULL WITH(1)#4IN EACH OF THE(4) g <br /> - SOIL ANCHOR PER CELLS. K w E12 <br /> PLAN&NOTES 4. WOOD: en (D <br /> 4.1.ORAL MEMBERSTO BE HF-CONST GRADE OR BETTER. <br /> 4.2.BEAMS&POSTS TO BE HfX20R BETTER. > w tl <br /> 4.3.MEMBERS EXPOSED TO EARTH,CONCRETE OR MASONRY SHALL BE PRESSURE Z CO <br /> TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q S� <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS LL7 S.; a yQ <br /> STEELCOMMON. <br /> S. SPECIALTY ITEMS:("MINUTEMAN PRODUCTS,INC."800)438-7277 <br /> LONGITUDINAL ANCHOR 3 B <br /> j WWW.MINUTEMANPRODUCTS.COM) 9 G S;4 im:1'-0' S.L METAL PIERS: '¢ <br /> 5.I.L TO BE CAPABLE OF SUPPORTING 6,DODlt I <br /> SAZ USE BOLTED CLIP CONNECTOR AT HEAD OF PIER TO MODULE CARRIAGE RAIL. <br /> 5.L3. 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. 1= <br /> CHASSIS BEAM 5.2.SOIL ANCHORS(BASED ON A MAXIMUM HEIGHT OF FINISHED FLOOR-48"ABOVE <br /> FOUNDATION SUBGRADE) Z <br /> 5.2.L UPLIFT ANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENT AND =) Z <br /> SOILANCHORSTRAP BASE INTO NATIVE SOILS MMA-92 OR GW2. n O ?� <br /> I� MM-32 W/BUCKLE 5.2.L X-DRIVE ANCHORS INTO COMPACTED GRAVELOR ASPHALTSUBGRADE m <br /> STEEL PIER PER PLAN& 5.2.2. STRAPS ANCHOR HEAD TO RIM JOIST: LSI <br /> ZO�+ Z W <br /> NOTES 52.2.1, MMA-32 FOR STRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE. H 0 Q y <br /> 5.2.2.2. MMA-71 FOR STRAPS BOLTED TO RIM JOISTS W Z <br /> s 5.2.7. STRAPS SHALL SET AT 30'TO 45'FROM HORIZONTAL IF STRAPS ARE SET AT > <br /> a m� <br /> 1SX26 ABS PAD PER PLAN MORE THAN 45'TO OUTSIDE CARRIAGE RAIL INSTALLA SECOND STRAP TO THE W X <br /> &NOTES,ON COMPACTED NEXT ADJACENT RAIL w 2 w <br /> GRAVELPAD 5.2.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S L.L. Z w 00 <br /> RECOMMENDATIONS. o 0 a 5 z g <br /> 52.4. CONNECTANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED O QZ <br /> PER AND LEVELED � <br /> SOIL ANCHOR . <br /> PLAN NOTES <br /> 6. VENTING:(IF SKIRTING INSTALLED) O Z m� <br /> 6.L PROVIDE A CLASS I VAPOR RETARDER OVER ENTIRE CRAWLS SPACE <br /> 5.2.PROVIDE VENTING TO RATIO OF I SQFT OF VENTILATION PER 1500 SQ.FT OF 8 <br /> CRAWLSPACE AREA m <br /> 6.3.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR O <br /> UPLIFT ANCHOR CROSS-VENTILATION, <br /> Y Sealc 7. ACCE55:(IFSKIRTINGINSTALLED) o W <br /> 7.L PROVIDE MINIMUM 18X24'ACCESS TO THE UNDER FLOOR AREA. ox o g <br /> 7.2.PROVIDE I8"MIN,CLEARANCE FROM SUBGRADETO UNDERSIDE OFANY ,y ' <br /> UNTREATED WOOD MEMBER. <br /> 0 <br /> 7.3.PROVIDE 12°MIN.CLEARANCE UNDER FROM SUBGRADE TO UNDERSIDE OF ALL <br /> BUILDING MEMBERS. FMV90N 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 /> COMPARED GRANULAR BASE OVER STABLE COMPACT SOIL <br /> SHEET: 1 OF 1 <br /> SOOTf WILSON <br />