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1 M <br />1/2"x 5" LONG W/ 3" EMBEDMENT <br />INTO PRECAST PAD TYP 2 PLACES <br />I— --? 2) 3 BARS EACH DIRECTION <br />8„ T OM BARS TO BE 1" CLEAR <br />F BOTTOM <br />16" BARS TO BE ASTM A-65, GRADE 50 <br />PRECAST PAD DETAIL <br />Scale: 1/2 = V-0" <br />Scale: 1/2 = V-0" <br />CMU BLOCK <br />I —° 7/16" SKIRTING <br />L l L N° <br />t�') Scale: 1/2 = V-0" <br />IFTTILifflueWT <br />N11 SAIM <br />8x16 CMU BLOCKS <br />PRECAST •SQUARE <br />REINFORCED i 11 •&D <br />SOIL ANCHOR <br />PER <br />SHEET F-1. <br />CROSS—DRSHOVEL <br />PLATE SHOWN. <br />PER ANCHOR <br />SOIL O. R NOIJ <br />SHEET F-1 <br />4ANCHOR DETAIL <br />F 1 _ gCadkx/2 = V-0" <br />F1 __1 ) 5 voi7-u� 1'-0„ <br />1/2"W x 4 1/2"' LONG EOLTS <br />N/ 1 1/2" 0 WASHERS ® 32" <br />D,C. AND 6"FROM EACH END <br />4x6 PT HF2 POST W/A35 OR <br />SDS25300 TO BEAM & PADS <br />�x12x24" LONG PT HF 2 WOOD <br />�t Scale: 1/2 = V-0" <br />FLOOR JOIST, TOE —NAILED TO <br />BEAM <br />4x 8 H.F. #2 MIDSPAN BEAM <br />PT 2x4x12" LONG POST BEARING <br />BLOCK, NAILED TO BEAM & PT <br />POST W/(2) 16d. <br />PT 4x4 HF2 POST W/A35 OR <br />SDS25300 T&B <br />2x12x24" LONG PT HF2 WOOD PAD <br />—a = W/ 2X4 OVER CENTERED ON PT 4x4 <br />POST AND NAILED TO PT 2x12 OR <br />16x16x4 CONC. PAD W/(2) 10d GALV <br />MID -SPAN BEAMSPLICE <br />Scale: 1/2" = V-0" <br />°2„ x 4 1/2" LONG DOLTS <br />1 1/2" 0 WASHERS <br />O.C. AND 6"FROM EACH <br />D <br />PT WOOD SHIM AS NECESSARY <br />8x 16 CMU BLOCKS <br />RECAST 16" SQ. x4" <br />EINF. CONC. PAD, <br />LT: 2x12x24" LONG <br />T HF2 WOOD PAD <br />r6A L SUPPORT, OPTIONAL <br />Scale: 1/2 = V-0" <br />BLOCKING <br />48 H"F, 2 MIDSPAN <br />SUPPORT EAM <br />JACKSTAND <br />PRECAST 16" SQ. x4" <br />REINF. CONC. PAD, <br />N41 <br />Cxp <br />rs <br />t�) Scale: 1/2 = V-0" <br />J" NOMINAL SHEATHING W/8d @ <br />4"/12" W/ WATERPROOFING TO 6" <br />ABOVE GRADE.EXPOSED <br />WATERPROOFING1'' USE UV STABLE <br />WATERPROOFING PRODUCT. <br />PT 2X4 D AT EACHJOIST <br />' t 0 -i OEACH D <br />•; RUNNER NAILED TO PLATE <br />6D @ w <br />PERPLAN <br />(NOTES: <br />1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. <br />2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". <br />BACKFILLED WALL DETAIL <br />., 11 mir'' <br />o go I <br />F1 ) Scale: 1/4" - V-0" <br />STRUCTURALCLASSROOM <br />1. GENERAL: <br />1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS AND OTHER CHARACTERISTICS PRIOR <br />TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT CHANGE THE <br />FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. <br />1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE REGIONS. THESE <br />FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS AND MAY NOT MATCH THE <br />BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION TO THE SPECIFIC SITE. BUILDING DESIGN MAY MATCH OR <br />EXCEED FOUNDATION DESIGN CRITERIA. <br />2. DESIGN INFORMATION & LOADING: <br />2.1. BUILDING CODE IBC, 2015/2018, OSSC2019 <br />2.2. RISK CATEGORY II <br />2.3. ROOF LIVE LOAD 25 PSF, SNOW <br />2.4. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. <br />2.5. WIND CRITERION 110 MPH, EXP C, I<zt=1.0 <br />2.6. SEISMIC CRITERION Sds = 1.20, Is=1.0, CATEGORY D <br />2.7. SOIL BEARING 1,500 PSF, SITE CLASS D <br />3. CONCRETE: <br />3.1. DESIGN COMP.STRENGTH 2,500 PSI <br />3.2. REINFORCING BAR YIELD 60 KSI <br />4. MASONRY: <br />4.1. 8x16x8 UNITS ASTM C-90, GRADE N <br />4.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN <br />5. WOOD: <br />5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTHERWISE. <br />5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. <br />5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR HOT -DIPPED <br />GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. <br />5.4. SKIRTING IS NOT INTENDED TO BE A'SHEAR WALL', RATHER A SKIN FOR ENCLOSURE OF THE CRAWLSPACE. <br />5.5. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. <br />6. SPECIALTY ITEMS: 'MINUTEMAN'OR EQUAL, www.minutemanproduxcts.com <br />6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# <br />6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE MANUFACTURER <br />FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: <br />6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# <br />6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. <br />6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. <br />6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: <br />6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH <br />6.2.4.2. SOIL CLASS 2 (ASPHALT W/GRAVEL BASE OR GRANULAR STRUCTURAL FILL): (1) GW2NU OR (2) 36-XDH. <br />6.2.4.3. SOIL CLASS 3 (LOOSE SANDS & GRAVELS, STIFF SILTS & CLAYS): 92-4430-DH 1 OR GW2NU <br />AUGER -ANCHOR SET VERTICAL W/6" STABILIZER HEAD OR (2) 48-XDH DRIVEN ANCHORS, EA W/SD2A <br />STABILIZER PLATE SOIL CLASS 4 (LOOSE SANDS, FIRM CLAYS AND SILTS, ALLUVIAL FILLS): 93-4636-DH 4 <br />AUGER ANCHOR SET VERTICAL \A//6" STABILIZER HEAD. <br />6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. <br />7. VENTING: <br />7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. <br />7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF VENTILATION <br />PER 1500 SF OF FLOOR AREA. <br />8. ACCESS: <br />8.1, PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. <br />8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE. <br />9. SITE CONDITIONS: <br />9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD -MIX GRAVEL, STRUCTURAL FILL OVER UNDISTURBED NATIVE <br />SOILS OR STRUCTURAL FILL,. <br />9.2. STRUCTURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698. <br />9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT MIN. GRADE OF 2%. <br />10. SPECIAL STRUCTURAL INSPECTION (IBC CHAPTER 17): <br />10.1. —NO SP-ECFAL S-TI-IJ&TUR-AL-IN-SREC-F[ON-�S=REaU,[R=E-D <br />III" E, E p 7 <br />I-efl, ,IN�E FOR E R I 01iI <br />REMENiS: ®ECEAI6ER 3% 2021 <br />