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w. <br /> a <br /> MODULAR BUILDING <br /> CHASSIS BEAM <br /> STEEL PIER PER PLAN& <br /> NOTES 1'E' (5),606 PADS&STL PIERS 81'=ZT-0- T-0 ROa*7 IT/mCI <br /> NON-STRUCTURALSKIRTING(OPTIONAL) <br /> T-0 <br /> 16z16 ABS PAD OR 12z24 P.T.PLANKS <br /> PER PLAN&NOTES,ON ASPHALT OVER <br /> 3 COMPACTED GRAVEL PAD <br /> PIER/PAD SUPPORT <br /> 1 Seole 1/2 n ._D <br /> 6 � I LONGITUDINAL ANCHOR 3/Fl,EA ENO UPLIFT ANCHOR,4/Fl,EA SIDE <br /> I al— > <br /> - - - ,'- -� <br /> MODULARBUILDING <br /> CHASSIS BEAM -- - - - - -77P <br /> — <br /> �I SOIL ANCHOR STRAP 1'-0 (4)SOIL ANCHORS,21F1,EA SIDE <br /> MM-32 W/BUCKLE <br /> SECOND SOIL ANCHOR STRAP 15 <br /> \ REQUIRED TO GO TO NEXT RAIL En <br /> WHEN PRIMARY ANCHOR STRAP <br /> _ 7 <br /> - EX.ED545' <br /> SOILANCHOR PER PLAN <br /> &NOTES <br /> m <br /> STRUCTURAL NOTES: <br /> LT3 <br /> L GENERAL BUILDING DESIGN: <br /> 11.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION _0 <br /> 1.2.BUILDING RISK CATEGORY It O <br /> 1.3.A GEOTECHNICAL REPORT WAS NOT SUPPLIED BY THE OWNER FOR THE DESIGN OF 2E <br /> LATERAL ANCHOR THESE FOUNDATIONS.THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE 06 <br /> STABLE SUBGRADE FOR THE BUILDING FOUNDATION. <br /> L Scde:I/f 1'-0' 2. DESIGN INFORMATION&LOADING: QJ <br /> 2.1.BUILDING CODE IBC 2018,ASCE 7-16,WBC <br /> MODULAR BUILDING 2.2.ROOF LIVE LOAD 25 PSF,SNOW O <br /> 2.3.FLOOR LIVE LOAD 50 PSF OR 2,000R CONC.CHASSIS BEAM 2.4.WIND CRITERION 100 MPH,EXP c,KEt=LO <br /> 25.SEISMIC CRITERION SDS=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 COMPSTRENGTH 2,500 PSI <br /> 3.2.REINFORCING YIELD 60 KSI 8 z <br /> 391 . MASONRY: a <br /> 3.1.8z16z8 UNITS ASTM C•90,GRADE N <br /> SOIL ANCHOR STRAP MMA-71 3. SET UNITS W/CORES VERTICAL PER PLAN. d <br /> L a 8 B <br /> 0-4 <br /> AND BEAM CONNECTOR MMA-34 33.STACKS OF 3 OR LESS SINGLE CAN BE DRY-STACKED. N g <br /> 3A.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 N <br /> LD <br /> 'FROMCOURSE BELOW. i m }35.STACKS OF OVER 6 UNITS TOBE GROUTED FULL WITH(1)C4IN EACH OFTHE(4) S2to "'Eg. <br /> CELLS. Cr <br /> z <br /> SOIL ANCHOR PER 4. WOOD: Do g <br /> PLAN&NOTES 4.1.GENERAL MEMBERSTO BE HF-CONST GRADEOR BETTER. 33 g# <br /> 4.2.BEAMS&POSTS TO BE HF#2 OR BETTER. sW u <br /> 43.MEMBERS EXPOSED TO EARTH,CONCRETE OR MASONRY SHALL BE PRESSURE Z CO <br /> �. TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS w a g <br /> STEEL COMMON. F g <br /> LONGITUDINAL ANCHOR S. SPECIALTY ITEMS:("MINUTE MAN PRODUCTS,INC"(800)438-7277 3 g <br /> S.1.WWW.MI MANPRODUCTS.COM) <br /> 1'-0 <br /> 5.11. TO BE CAPABLE OF SUPPORTING 6,OO8 <br /> 5.1.2. USE BOLTED CUP 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 412 PAN-H EADED WOOD-SCREWS AT O <br /> MODULAR BUILDING OPPOSITE CORNERS OF PADS. P <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. UPLIFTANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENTAND � Z <br /> SOILANCHOR STRAP BASE INTO NATIVE SOILS MMA-92 OR GW2. ,�, 0 30 <br /> 5.2.1 X-DRIVE ANCHORS INTO COMPACTED GRAVELOR ASPHALT SUBGRADE °0 N <br /> MM-32 W/BUCKLE °f <br /> 5.2.2. MSTRAPS ANCHOR HEAD TO RIM JOIST: W OZ 3 ? <br /> STEEL PIER PER PLAN& 5.12.1. MMA-32 FOR STRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE. = <br /> NOTES S.2.2.2. MMA-71 FOR STRAPS BOLTED TO RIM JOISTS W Z c =rii <br /> 5.2.2. STRAPS SHALL SET AT 30'TO 45'FROM HORIZONTAL IF STRAPS ARE 5E7 A7 a w m <br /> 16X16 ASS PAD PER PLAN MORE THAN 45'TO OUTSIDECARIIAGE RAIL INSTALL A SECOND STRAP TO THE W X w 7 <br /> &NOTES,ON COMPACTED NEXTADJACENTRAIL LL W �F- N <br /> GRAVELPAD 5.2.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S Z z 00O <br /> RECOMMENDATIONS. Q DC? p ry <br /> S.Z.A. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED F- QZS M <br /> SOIL ANCHOR PER AND LEVELED. � Z o z a n PLAN&NOTES 6. VENTING:(IFSKIRTING INSTALLED) O m <br /> 6.L PROVIDE A CLASS I VAPOR RETARDER OVER ENTIRE CRAWLS SPACE <br /> 6.2.PROVIDE VENTING TO RATIO OF I SQ.FT OF VENTILATION PER 1500 SQ.FT OF <br /> CRAWLSPACE AREA. <br /> 63.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR O r <br /> UPLIFT ANCHOR CROSS-VENTRATION. <br /> 4Scalc l/2'E1'-G 7 I RO EMINMUMI24L 7D W <br /> ACCESS TO THE UNDER fL00RAREA. 'X o � <br /> 7.2.PROVIDEI8"MIN.CLEARANCE FROM SUBGRADETO UNDERSIDE OFANY C3 u <br /> UNTREATED WOOD MEMBER. e 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 /> SCOR WILSON <br />