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V,_ <br /> oT u� <br /> 4s-0• Rom V/V/EDLJ <br /> (7)16ki6'PADS&STEEL PIERS @W=4Z4r r-10• <br /> MOOULM BUIl01NG �'-- _ � _ <br /> mOOU 5 BUM - .. <br /> STEEL PER PER PUN& <br /> oTEs I LONGITUDINAL ANCHOR,3/Fl,EA END UPLIFT ANCHOR,4/Fl,FA SIDE <br /> NON-STRGCTURAL SORi1NG IOPIIOML) 6 C <br /> 16a16ABs PAD OR 1 24 P.T.PUNKS b <br /> ;• PER PLAN&NOTES.ON ASPHALT OVER <br /> j COMPACTED GRAVEL PAD <br /> PA <br /> PIER PAD SUPPORT <br /> sm=I/r"r-B m =- - - -` —�`- - - - — — — — — — — - - � <br /> 1• (6)SOIL ANCHORS,EA SIDE,,2JF1 <br /> MOOOLARBUILDING <br /> aASSG BMM <br /> I AO FOUNDATON PLAN <br /> sol i ArvaOR STRAP A s ALE:I♦ 1-0 <br /> MM-32 w/BURLE Tn <br /> r �5 SECONDSOILANa0R5TR 3 • <br /> REOUIREDTO GO TO NEXT RAR <br /> WHa PAIMARTANMOR MAP • <br /> EzcEEDs as• STRUCTURAL NOTES: m <br /> 50KANa0R PER PUN <br /> &NmFs L GENERAL BUILDING DESIGN: <br /> 1.1.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION <br /> 11 L2.BUILDING RISK CATEGORY II O <br /> L3.A GEOTECHNICAL REPORT WAS NOT SUPPLIED BY THE OWNER FOR THE DESIGN OF <br /> THESE FOUNDATIONS.THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE <br /> 2 LATERAL STAB LE SUBGRADE FOR THE HE BUILDING FOUNDATION. od <br /> L DESIGN INFORMATION-P 2.1.BUILDING CODE IBC 2018,ASCE 7-16,WBC <br /> 2.2.ROOF UVE LOAD 25 PSF,SNOW <br /> MODULARWILDING 2.3.FLOOR LIVE LOAD 50 PSF OR 2,ODO#CONC. 0 <br /> cH is 8E 2.4.WIND CRITERION 1D0 MPH,EXP c,Kzt=1.0 <br /> 25.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.L DESIGN COMPSTRENGTH 2,5DO PSI <br /> MMA-T1 12,REINFORCING YIELD 60 KSI <br /> wuANaox sTRav 8 <br /> - AND BEAM CONxECfOR MMi34 3. MASONRY: <br /> �A 3.1.8K16A9 UNffS ASTM C-90,GRADE N UJ m <br /> 32.SET UNITS W/CORES VERTICAL,PER PLAN. a a 8 N <br /> 3.3.STACXS OF 3 OR LESS SINGLE CAN BE DRY-STACKED. <br /> 501LARa0R PER 3.4.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 V) T <br /> PLAN&NOTES 'FROM COURSE BELOW. � ? `c � >r <br /> 3.5.STACKS OF OVER 6 UNITS TO BE GROUTED FULL WITH(1)#41N EACH OFTHE(4) <br /> CELLS. LA G Gd <br /> 4. WOOD: DO <br /> 4.1.GENERAL MEMBERS TO BE HF-CONST GRADE OR BETTER. ' <br /> LONGITUDINAL ANCHOR 41.BEAMS&POSTS TO BE HF#2 OR BETTER. W u` <br /> 3 ydP 1R-=I•_p 4.3.MEMBERS EXPOSED TO EARTH,CONCRETE OR MASONRY SHALL BE PRESSURE Z DO <br /> TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q i S <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS Lu c <br /> STEELCOMMON. 0 <br /> MODUTANBUIWING S. <br /> SPECIALTY ITEMS:("MINUTE MAN PRODUCTS,INC."(800)438-7277 a 3 b <br /> a is BEAM WWW.MINUTEMANPRODUCrS.COM) gG <br /> S.L METAL PIERS: <br /> so&ANaOR STRAP S.LL TO BE CAPABLE OF SUPPORTING 6,000# <br /> MM-32 W/BUCRLE 5.1.2. USE BOLTED CUP CONNECTOR AT HEAD OF PIER TO MODULE CARRIAGE RAIL <br /> S.L3. ATTACH BASE OF PIER TO CONCRETE WITH'SIMPSON'HD TITAN SCREWS OR <br /> STEEL PLEA PEP PUN& TO PLASTIC OF WOOD PADS WITH#12 PAN-HEADED WOOD-SCREWS AT Z <br /> NOM OPPOSITE CORNERS OF PADS. <br /> 16116AB5 PAD PER PLAN 5.2.SOIL ANCHORS(BASED ON A MAXIMUM HEIGHT OF FINISHED FLOOR=48"ABOVE Q <br /> i� &NOTE&ONCOMMCTEO FOUNDATION SUBGRADE) <br /> GRAVEL PAD 5.2.1. UPLIFTANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENTAND z 2 <br /> T <br /> BASE INTO NATIVE SOILS MMA-92 OR GW2.SOR ANaOFFER S.2.1. X-DRIVE ANCHORS INTO COMPACTED GRAVEL OR ASPHALT SUBGRADEPUN&NOTES MMA-35.5.21. STRAPS ANCHOR HEAD TO RIM JOIST: L u Z0512.1. MMA-32FORSTRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE 51.21. MMA-71 FORSTRAPS BOLTED TO RIM JOISTS W ZFT ANCHOR 5.2.2. STRAPS SHALL SET AT 30TO4LT FROMHORIZONTAL IF STRAPS ARE SET AT >Imo'Y-0' MORE THAN 4S'TO OUTSIDE CARRIAGE RAIL INSTALLA SECOND STRAP TO THE LJJ x W m w <br /> NEXT ADJACENT RAIL LL w H <br /> 5.2.3. INSTALLALL SPECIALTY ITEMS PER THE MANUFACTURER'S Z Z 0O <br /> RECOMMENDATIONS. O ¢ o z p n <br /> 5.2.4. CONNECTANCHORTIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED Z¢ wg o <br /> AND LEVELED. <br /> 6. VENTING:(IFSKIRTING INSTALLED) O o D_ c n <br /> 6.1.PROVIDE A C1A551 VAPOR RETARDER OVER ENTIRE CRAWLS SPACE J <br /> 61.PROVIDE VENTING TO RATIO OF 1 SQ.FT OF VENTILATION PER 1S00 SOLFT OF $ m <br /> CRAWLSPACE AREA. <br /> 6.3.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR ~ N <br /> CROSS-VENTILATION. SD <br /> 7. ACCESS:(IF SKIRTING INSTALLED) <br /> 7.1.PROVIDE MINIMUM I8"x24"ACCESS TO THE UNDER FLOOR AREA rl f <br /> 7.2.PROVIDE 18"MIN.CLEARANCE FROM SUBGRADETO UNDERSIDE OF ANY 'i LSP u <br /> UNTREATED WOOD MEMBER. p <br /> 7.3.PROVIDE 12"MIN.CLEARANCE UNDER FROM SUBGRADE TO UNDERSIDE OF ALL <br /> BUILDING MEMBERS. REM90H DATE <br /> S. <br /> SITE CONDITIONS: 07/09/2017 <br /> 8.1.FOUNDATION SUBGRADE M 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 /> SCOTT mum <br />