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' I <br /> STRUCTURAL NOTES: <br /> 1. DESIGN INFORMATION&LOADING: V--6- <br /> 1.1. BUILDING CODE IBC,2015 EDITION TYP') <br /> LENGTH OF UNIT <br /> 1.2• ROOF LIVE LOAD <br /> 30 PSF(SNOW),Is=1.0,Cf=1.15 <br /> 1.3. FLOOR LIVE LOAD 50 PSF OR 2,0009 CONC.(OFFICE) <br /> 1.4. WIND CRITERION 120 MPH,EXP C,Kzt=1.Q <br /> 1.5. SEISMIC CRITERION SDS=1.00, fe=1.0,SITE CLASS D,CATEGORY D ILLMU <br /> 1.6. ASSUMED SOIL BEARING 1,500 PSF <br /> 1.7. WALL PLATE HEIGHT 9'-0" <br /> 1.8. ROOF SLOPE 2:12 OR FLATTER o <br /> 2. CONCRETE: M <br /> 2.1. DESIGN COMP-STRENGTH 2,500 PSI <br /> 2.2. REINF.YIELD 60 KSI <br /> 3• MASONRY: <br /> 3.1• 8x16x8 UNITS ASTM C-90,GRADE N <br /> Tim- <br /> 3•2• SET UNITS W/CORES VERTICAL&NO MORE THAN 3 HIGH,PER PLAN, <br /> WITHOUT SOLID GROUTING CORES.SOLID GROUTED CORES OVER OVER 5 "ANCHOR <br /> REQUIRED PER TABLE A <br /> HIGH REQUIRES SPECIFIC ENGINEERING, A2/D1 SPACED EQUALLY <br /> 4• WOOD: , SEE DETAIL B1 & 62/01, <br /> 4.1. ALL WOOD TO BE HEM-FIR STUD GRADE OR BETTER. Y BETWEEN CORNERS <br /> 4.2• WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TO BE <br /> PRETREATED FOR EXPOSURE TO MEET IBC 2015 2303.01.9. <br /> 4.3. CONNECTORS IN TREATED MATERIALS SHALL BE HOT-DIPPED GALVANIZED <br /> OR STAINLESS STEEL PER IBC 2015,2304.10.5. 12' WIDE MODULAR FOUNDATION PLAN <br /> 4.4. SET MODULAR BUILDING SUCH THAT THE FLOOR JOISTS ARE A MINIMUM OF 18-INCHES ABOVE FINISHED SUBGRADE BELOW BUILDING. SCALE: 1�8" <br /> 5. SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS,Inc."(800)438-7277 TABLE A <br /> 5.1. ww METAL PIERS TO BE CAPABLOOFQSUPPORTING 6,000# <br /> MODULE RAIL PIER/PAD SPACING <br /> 5.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOILANCHOR INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS <br /> AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD;OR DRIVEN INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS <br /> ANCHOR W/STABILIZER PLATE OR HEAD,W/A MIN.DESIGN WORKING <br /> LOAD OF 3,150#AND AN ULTIMATE LOAD OF 4,725#.NUMBER OF ANCHORS LENGTH OF UNIT PADS & PIERS <br /> AS INDICATED ON TABLE A.CORNER TIE-DOWNS TO BE WITHIN 3'-0"OFTHE �IOLD-DOWN ANCHORS <br /> BUILDING CORNER.TIE-DOWNS OTHER THAN ATTHE CORNERS SHALL BE EACH SUPPORT RAIL EA.SIDE EA.END <br /> SPACED EQUALLY.EACH INDIVIDUAL EQUALLY SPACED TIE-DOWN SHALL BE 32'-0" 8 3 2 <br /> 5.3. <br /> WITHIN 4'-0"OF THE EQUAL SPACING. 40'--0" 10 4 2 <br /> TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-I8-THDLS FOR 42'-0" <br /> PRE-POURED CONCRETE OR A MMA-42-210-PDH POUR INTO THE 10 4 2 <br /> CONCRETE.NUMBER OF ANCHORS PER 440-0" 11 4 2 <br /> 5.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE 48'-0" 11 4 <br /> "ROCK-TYPE"ANCHORS 2 <br /> 56�-0" 13 5 2 <br /> 5,5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE 60,-0"BUILDING.CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS 14 5 2 <br /> FULLY BLOCKED AND LEVELED, <br /> 5.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S <br /> RECOMMENDATIONS.SEE INSTALLATION INSTRUCTION MANUAL. <br /> 4. VENTING: <br /> 4.1. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL <br /> REQUIREMENTS AT 1 NET SF OF VENTILATION PER ISO SF OF FLOOR AREA. <br /> 4.2. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE <br /> INCREASED TO%soo,IF ACCEPTABLE TO T141:1 nrA1 121 fat 1,1 - �. .., <br />