222 W CASINO RD 2023-12-28 - Laserfiche WebLink

NW. O � 1 9378 (7)PAD/PIERS @ 4'-2"=25'-0"-2/Fl,TYPICAL EACH SIDE STRUCTURAL NOTES: R%xe4s s zv 2ozs 1. GENERAL BUILDING DESIGN: 1.1. BUILDING DIMENSIONS FROM THE MODULAR BUILDING MANUFACTURERS MAY VARYAND INSIGNIFICANT ADJUSTMENTS MAY BE MADE IN THE FIELD. 1.2. ANY VARIATION IN INSTALLATION OR MATERIALS OF THE FOUNDATION REQUIRES ENGINEER CONCURRENCE PRIOR TO PURCHASE AND INSTALLATION OF THE FOUNDATION MATERIALS. 1.3. A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THIS DESIGN.IBC MINIMUM VALUES FOR SOIL BEARING WAS USED.VERIFY BEARING CAPACITY WITH LOCAL BUILDING OFFICIAL PRIOR TO INSTALLATION.OWNER IS RESPONSIBLE FOR PROVIDING A STABLE,LEVEL AND SMOOTH SUBGRADE. 2. DESIGN INFORMATION&LOADING: 2.1. BUILDING CODE IBC,2018 EDITION 2.2. BUILDING RISK CATEGORY II ? 2.3. ROOF LIVE LOAD 25 PSF,SNOW 2/F2 ACCESS PER NOTES a 2.4. FLOOR LIVE LOAD 40 PSF OR 1,000#CONC. UPLIFTANCHORS-4/Fl 2.5. WI NO CRITERION 100 MPH,EXP B,Kzt=1.0 / /\ Fli0 2.6. SEISMIC CRITERION SDS=1.093,SEISMIC CATEGORY DL -1 a2.7. ASSUMED SOIL BEARING 1,500 PSF,SITE CLASS D V r z 2.8. ROOF SLOPE 3:12 C\ VENTING PER NOTES 3. CONCRETE: - 3.1. COMPRESSIVE STRENGTH 2,500 PSI 3.2. REINFORCING YIELD 60 KSI III 4. MASONRY: M 5 4.1. Fc'= 1,350 PSI L.LJ 4.2. 8X16 UNITS ASTM C-90,GRADE N 4.3. UNITS MAY BE B"&/OR 4"NOMINAL HEIGHT UNITS. 4.4. SET SINGLE DRY-STACKED UNITS W/CORES VERTICAL&NO MORE THAN 24-INCHES HIGH,PER J PLAN. A 1 T 4.5. SET DOUBLE ALTERNATING DRY-STACKED UNITS W/CORES VERTICAL&NO MORE THAN \L 48-INCHES HIGH,PER PLAN. 4.6. SET DoUBLEALTERNATING DRY-STACKED UNITS W/CORES VERTICAL,CELLS GROUTED 72-INCHES L (2)LATERAL SOIL ANCHORS,EACH SIDE-3/Fl HIGH,PER PLAN. 5. WOOD: Q 5.1. ALL WOOD TO BE HEM-FIR STUD GRADE OR BETTER. 5.2. WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TO BE PRETREATED FOR EXPOSURE TOMEET IBC 1.9.12x25 RESTROOM-FOUNDATION PLAN 5.3. CONNECTORSRS IN TREATEDD MATERIALS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL PER IBC,2304.10.5. 5.4. SET MODULAR BUILDING SUCH THAT THE FLOOR JOISTS ARE A MINIMUM OF I8-INCHES ABOVE FINISHED GRADE. 6. FOUNDATION PERIMETER WALL: 6.1. ALL LUMBER AND SHEATHING SHALL BE PRESSURE TREATED FOR EXPOSURE. 6.2. ALL CONNECTORS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 6.3. SHEATHING:Y2"OR I%P"PLYWOOD(PS-1);5/i'OR/16"OSB(PS-2) 6.4. FRAMING:HF-STUD,16"O.C.,PRESSURE TREATED FOR EXPOSURE 6.5. BOTTOM PLATE:ATTACH BOTTOM PLATE TO CONCRETE PADS BOLTS PROVIDED. 6.6. SHEAR NAILING:LAP SHEATHING OVER FLOOR RIM JOISTS,STUDS&BOTTOM PLATE.SHEAR NAIL SHEATHING AS INDICATED BELOW: 6.6.1. 7d @ 6"O.C.EDGES&12"O.C.FIELD 7. SPECIALTY ITEMS: 7.1. SPECIALTY ITEMS TO BE"MINUTE MAN ANCHORS,INC."305 W.KING ST.,E.FLAT ROCK,INC 28726 OR EQUIVALENT.ITEM MODEL#SHALL BE AS DESIGNATED OR APPROVED EQUAL. G 3 7.2. METALPIERSTO BE CAPABLE OF SUPPORTING 6,000# ao 7.3. SOIL ANCHORS SHALL BE: 7.3.1. GRAVEL PAD OVER NATIVE SOILS SUBGRADE:AUGER ANCHOR(MMA-92 W/STABILIZER N PLATE).IF GRAVEL PAD IS IMPENETRABLE(2)DRIVEN ANCHORS(MMA-35 W/MMA-SD2 Lu SHOVEL PLATE)CAN BE USED AT EACH LOCATION AS INDICATED ON THE FOUNDATION PLAN 7.3.2. AUGER ANCHOR SHALL HAVE A MINIMUM ALLOWABLE DESIGN LOAD OF 3150#. Ln 7.3.3. INSTALLGROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING.CONNECT () N ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. (J kD eg k 7.4. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. rc LL3d 8. VENTING: m 112"0 BOLTS THRU BOTTOM 8.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWL SPACE AREA PROVIDE UNDER FLOOR — t; w - PLATE(2 PLACES @ EA.PAD) VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF VENTILATION PER 1500 ?) O[ 3 o G 4"LAT (2 T ACES"T PADS SF OF FLOOR AREA. m F RIM ANDOFFSET 8.1. 12'x25'/1,500=0.2 SQ-FT.VENT AREA. Z ? g RIM PER BUILDING 8.2. 0.2/0.75 SF/VENT VENTS,REQUIRED BY AREA.USE ONE AT EACH CORNER,MINIMUM. W 3 W o PRECAST CONCRETE BEARING PAD 16'x16"x4"PRECAST CONCRETE 9. ACCESS: MANUFACTURER Q w F PROVIDE 24-DAY COMPRESSIVE %4 HP#2 POST SET ON 2x PAD TYP 9.1. PROVIDE IB"x24"MINIMUM ACCESS TO THE UNDER FLOOR AREA PER THE CODE STRENGTH OF 2500 PBI,MIXED AND MUD ILL AND ATTACHED To 2x4 BOTTOM PLATE 9.2. PROVIDE IB"MIN.CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. N 3 Qs PLACED IN ACCORDANCE WITH THE TOP PLATE WITH(2)16d NAILS OR 9.3. PROVIDE I2"MIN.CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. w� INTERNATIONAL BUILDING CODE (4)8d TOENAILS VIEW B-B 10. SITE CONDITIONS: %'MIN.SHEATHING W/Bd NAILS PER NOTES 10.1.FOUNDATION SU BG RADE TO BE MINIMUM OF 4"OF COMPACTED ROAD-MIX GRAVEL OVER DI EBARS EACH SEE DETAIL7/Fl FOR STEPPED PLATE ON SHEET F-1. STABLE UNDISTURBEDNATIVE SOILS OR STRUCTURAL FILL,COMPACTED TO 95%OF THE DIRECTION BOTTOM BARS 112"0 MACHINE BOLT TO BE 1114'CLEAR OF WITH 3INCH STANDARD PROCTOR DENSITY PER ASTM D-698. BOTTOM.BARS SHALL BE EMBEDMENT IN 2x4 CONT.-ATTACH TO RIM Wl 16d@8"O.C. 10.2.SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN.GRADE OF 2%. ASTM AB5,GRADEfiO PRECABT PAD 2X4 P.T.MUDSILL ANCHORED - TOBEARINGPADWIBOTH BEARING BOLTS 4"x 4"POST AT PADS&2x4 STUDS @24"O.C. - NAILEDTOBUILDING RECasT HEARING PAD z a 16"SQUAREx4'DEEP PRECAST N O �a RIM Wl16d @S'O.C. WITH FULL HEARING ON CONCRETE PAD,1/F1 00 EXISTING GRADE - V Q Ol Q t=.L 3 � PERIMETER BEARI G PAD 2 PERIMETER SUPPORT � s, 4' ATTACH PAD TO TRT PLATE WI BOLTS =)"=1' o i r o J Fi Scale:1/2 -0" Fi Scale:1/2"=T-0* KUVI N J cc w w w 0 IQ► w p o a¢ O Z o r w 710 LANCHORPER SOILANCHOR PER = W Q NOES,AUGER WI NOTESAUGER W/ u00. ~ STABILIZER SHOWN. STABUI SHOWN. N W 0 O C 0 W Z g z LL Z Q 5 g z o VI C-C J U 0 1.25"WIDE STRAP PER ANCHOR VIEW D-D Y Qc W 0 0 MANUF.&INSTALLED IN FACTORY 125"WIDE STRAP PER ANCHOR D Q N MANUF.&INSTALLED IN FACTORY G = N x SOIL ANCHOR PER NOTES +UPLIFTANCHOR ANCHOR PER NOTES G ry 4"GRAVEL PAD 4"GRAVEL PAD o C C OVER STABLE SOIL D OVER STABLE SOIL o 3 ATERAL ANCHOR 4 REVISION DATE Fi Scale:1/2"=1'-0" Fi Scale:l/2'=1'-0 IF F1 SHEET: 1 OF 1 ARIES-STEVE YANTZER