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W. <br /> d <br /> AYFLIS 9/2Y,/2027 <br /> (/)16'K16'PADS&STEEL PIERS @ 84'=42'-0' I.Ip• <br /> MODULAR BUILDING I I <br /> CNA015 DEAN <br /> STEELPIERPERPLAN& <br /> LONGITUDINAL ANCHOR,3/Fl,EA END <br /> NO.STRUCNRALSKIRTING IOPTIONALI c C I UPLIFT ANCHOR,4/Fl,EA SIDE <br /> EEA PLAN&NO DR 22P24 P HALT OA Fla <br /> PER PUN&NOTES,ON pSP1ULT OVER <br /> =1� COMPACTED GtavEl PAD <br /> PIER PAD SUPPORT <br /> r-v _ -— — — — — — — —— — — — — <br /> 1 (6)SOIL ANCHORS,EA SIDE.,21FI <br /> CXASSIS <br /> MODUI B BUILDING �r <br /> BEAM <br /> MCX <br /> ILANCNOR STRM OFOUN 1 47T' PLAN <br /> M�32 W/BULE 1 (n <br /> 0) <br /> jb \ CNONSTMPLS • -O MQUIFtECTO GO TO N Al <br /> WHEN PRIMARY pNMOR <br /> S'IPAP • <br /> _ - •EXCEEDS 45 <br /> STRUCTURAL NOTES: m <br /> SOIL ANCX01 PER PUN <br /> �&NWU L GENERAL BUILDING DESIGN: <br /> 1.1.VERIFY BUILDING DIMENSIONS PRIOR TO INSTALLATION OF FOUNDATION <br /> 1,2.BUILDING RISK CATEGORY II G <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 /> 4r <br /> LATERAL ANCHOR STABLE SUBGRADE FOR THE BUILDING FOUNDATION. ca <br /> Z 2. DESIGN INFORMATION&LOADING: <br /> IR--I'-B- 2.3.BUILDING CODE IBC 2018,ASCE 7-16,WBC � <br /> 2 2.ROOF LIVE LOAD 25 PSF,SNOW <br /> MODULAR BUILDING 23.FLOOR LIVE LOAD 50 PSF OR 2,000R CONIC C <br /> CMYSTIs BEAM 2.4.WIND CRITERION 100 MPH,EXP c,Kzc=1.0 <br /> L5.SEISMIC CRITERION SOS=0.834,le=LO,SEISMIC CATEGORY,D <br /> 2.6.ASSUMED SOIL BEARING 1,SOO PSF,SITE CLASS 0(SOIL AT BOTTOM OF <br /> I I GRANULAR BASE) <br /> 3. CONCRETE: <br /> 3.1.DESIGN COMPSMENGTH 2500 PSI <br /> / SOILANCHOPSTtaP 71 3.3Z REINFORCING YIELD 60 KSI 8 E <br /> MASONRY: <br /> AND S <br /> eEAm NN coERoa MmA34 9 W <br /> FG 3.1.Sxl x8 UNI75 ASTM CAD,GRADE N <br /> 31.SET UNITS W/CORES VERTICAL,PER PLAN. d F r W <br /> SOILPNCNOR PEP 33.STACKS OF 3 OR LESS SINGLE CAN BE DRY-STACKED. N 'g <br /> PUN&NDT65 3.4.STACKS OF 4-6 UNITS TO BE DOUBLED DRY-STACKED W/EACH COURSE ROTATED 90 y s <br /> FROM COURSE BELOW. LD ? c 8 <br /> 35.STACKS OF OVER 6 UNITS TO BE GROUTED FULL WITH(1)841N EACH OF THE(4) ffi <br /> CELLS. cc () F cc <br /> 4. WOOD: CO FF <br /> r, <br /> 4.1.GENERAL MEMBERS TO BE HF-CONST GRADE OR BETTER. ; u 8 <br /> LONGfNDINAL ANCHOR 4.2.BEAMS&POSTSTO BE HF#2 OR BETTER ai 3 sv�Jn.-1._B. 4.3.MEMBERS EXPOSED TO EARTH,CONCRETE OR MASONRY SHALL BE PRESSURE Z CO '- 16 <br /> TREATED AND FASTENERS STAINLESS STEEL OR GALVANIZED. Q i 5 <br /> 4.4.ALL FASTENERS IN TREATED WOOD SHALL BE GALVANIZED BOX NAILS OR STAINLESS Lu c <br /> STEELCOMMON. <br /> MODULAR BUILDING 5. SPECIALTY ITEMS:("MINUTEMAN PRODUCTS,INC."(800)438.7277 3 <br /> Dams BEMs WWW.MTNUTEMANPRODUCTS.COM) g Bg <br /> 5.1.METAL PIERS: <br /> MAN ORSTMt 5.LL TO BE CAPABLE OF SUPPORTING 6,000R <br /> MM�32 W/MCKLE 5.L2. USE BOLTED CUP CONNECTOR AT HEAD OF PIER TO MODULE CARRIAGE RAIL <br /> S. <br /> ATTACH BASE OF PIER TO CONCRETE WITH'SIMPSON'HDTITAN SCREWS OR <br /> STEELPIERPERPLAN& Z <br /> TO PLASTIC OF WOOD PADS WITH M12 PAN-HEADED WOOD-SCREWS AT <br /> NmEs OPPOSITE CORNERS OF PADS. O j��I <br /> S..6 AM PM PER PLAN 5.2.SOIL ANCHORS(BASED ON A MAXIMUM HEIGHT OF FINISHED FLOOR=48"ABOVE Q <br /> &NOTM ON COMPARED FOUNDATION SUBGRADE) O <br /> GMVELPM S.2.1. UPLIFT ANCHORS-AUGER ANCHORS PRE-DRILLED THROUGH PAVEMENT AND j 2 <br /> —----- - BASE INTO NATIVE SOILS MMA-92 OR GW2. N O G <br /> SOILANCHOR PER S.Z.I. X-DRIVE ANCHORS INTO COMPACTED GRAVEL OR ASPHALT SUBGRADE LL _ <br /> PLAN B NOTES <br /> MMA-35. a '^ <br /> S31. STRAPS ANCHOR HEAD TO RIM JOIST: W Z <br /> S22.1. MMA-32 FOR STRAPS WRAPPED AROUND THE RIM BEAM W/BUCKLE. ZQ <br /> 5.2.2.2- MMA-71 FOR STRAPS BOLTED TO RIM JOISTS W 2 4e w <br /> UPLIFT ANCHOR 522. STRAPS SHALL SET AT30'T045'FROM HORRONTALIF STRAPS ARE SET AT <br /> 4 --1'-0' MORE THAN 45'TO OUTSIDE CARRIAGE RAIL INSTALL A SECOND STRAP TO THE Lu Xui m <br /> NEXT ADJACENT RAIL w <br /> 5.23. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S LL Z W 00 "" <br /> RECOMMENDATIONS. C < O—z d n <br /> 5.2.4. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED (— FZ e <br /> AND LEVELED. cr Z 'n <br /> 6. VENTING:(IF SKIRTING INSTALLED) O aWCg o <br /> 6.1.PROVIDE A CLASS I VAPOR RETARDER OVER ENTIRE CRAWLS SPACE J <br /> 6.2.PROVIDE VENTING TO RATIO OF 1 SQ.FT OF VENTILATION PER 1500 SQ.F70F g Do <br /> AREA <br /> 63.PROVIDE MINIMUM OF ONE VENT NEAR EACH FOUNDATION CORNER FOR o <br /> CROSS-VENTILATION. Lp <br /> 7. ACCESS:(IF SKIRTING INSTALLED) x i w <br /> 7t PROVIDE MINIMUM 18"X24"ACCESS TO THE UNDER FLOOR AREA <br /> 7.2.PROVIDE 18"MIN.CLEARANCE FROM SUBGRADE TO UNDERSIDE OF ANY <br /> UNTREATED WOOD MEMBER. <br /> 0 <br /> 73.PROVIDE 12"MIN.CLEARANCE UNDER FROM SUBGRADE TO UNDERSIDE OF ALL <br /> BUILDING MEMBERS. RL1190N DATE <br /> 8, <br /> 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 /> SOORWILSON <br />