3003 W CASINO RD BLDG 45-116 2019-01-25

11 STRUCTURAL NOTES: 8 a ENGTH OF UNIT ANta ' ta I 1 I. DESIGN INFORMATION 4 LOADING: a a I.I. BUILDING CODE IBC,201 5 EDITION vi p 4 - I.2. ROOF LIVE LOAD 30/40 PSF,SNOW E29 / o6 ` °=- - I.3. FLOOR LIVE LOAD 50 PSF OR 2,000#CONC. ti111711011 I■1'-64" ,, I.4. WIND CRITERION - 1 1 5 MPH,EXP B/C,K2t=1.0 C7(TYP.) TYPI E AL UNIT n o I.5. SEISMIC CRITERION SDS=1.0,le=I.0,CLASS D,CATEGORY D � r SUPPOR BEAMS 2. ASSUMED SOIL BEARING 1,500 PSF(VERIFY W/LOCAL BUILDING OFFICIAL) 3 H w "TYPIC• AT I Z \m/ f l "INTERIOR TOL. Ask .. - 3. WALL PLATE HEIGHT 9'-0" 4. ROOF SLOPE 2:12 OR FLATTER w Z e:- 5. CONCRETE: $ �� 5.I. DESIGN COMP.STRENGTH 2,500 PSI B I:I `-- -_- Ian :I I"I 5.2. REINF.YIELD GO CO �s��- — - .•, 6. MASONRY: ,,,�, I 6.I. 8x 16x8 UNITS ASTM C-90,GRADE N !GAL AT D 6.2. SET UNITS W/CORES VERTICAL 4 NO MORE THAN 3 HIGH,PER PLAN,WITHOUT SOLID GROUTING •I'lcv CORES.SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. • -. •: --TOR GOL.Q n I 7. SPECIALTY ITEMS:AUGER,*DRIVEN ANCHORS"MINUTE MAN ANCHORS,INC."(800)438-7277,OR Vj SEE DETAIL 81/02, EQUIVALENT.SHOULD AN ALTERNATE MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, 0— TYP. EA. END MANUFACTURER DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR a '`allia - — — _�'- SPACING MODIFIED PER ALLOWABLE LOADS FOR THE ANCHOR USED. 7.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# O '. 7.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE DRIVEN ANCHOR WI STABILIZER PLATE OR PADS & PIERS, NO. REQUIRED PER TABLE A rn HEAD OR AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE EACH W/A ULTIMATE DESIGN LOAD m - SEE DETAIL Al & A2/D1 SPACED EQUALL I C tis. CAPACITY OF 4725#.NUMBER OF ANCHORS AS INDICATED ON TABLE A. 7.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-21 ANCHOR FOR PRE-POURED SOIL ANCHORS PER SCHEDULE CONCRETE OR A MMA-1 5 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. O EE DETAIL B2/Dl SPACED EQUALLY NUMBER OF ANCHORS TO BE DOUBLE SHOWN ON TABLE. -0 TYPICAL BOTH SIDES 7.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE MMA-35 ANCHORS W/ U CO STABILIZER PLATE 4 A MIN.ULTIMATE LOAD OF 4725#.USE NUMBER OF ANCHORS AS SHOWN FOR c AUGER ANCHORS. O FOUNDATION PLAN 7.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING.CONNECT ANCHOR 4 CO 12'-0"MULTI-WIDE MOBILE OFFICE TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. — 0 SCALE:I/8"= 1'-0" 7.G. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS.SEE U .E7TABLE A MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL ON THE WO EBSITE. ('�'� 8. VENTING: C V C MOBILE MODULE RAIL PIER/PAD & LATERAL RESISTING ASSEMBLY SPACING 8.I I. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF 1� G VENTILATION PER 150 SF OF FLOOR AREA. -INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE 8.2. IF A CLASS I VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO Xsoo. j DETAILS SHEET D1S • 9. ACCESS: -INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED EQUALLY BETWEEN END 9.I. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. W ASSEMBLIES. SEE DETAILS SHEET D1S& D2S 9.2. PROVIDE 18"MIN.CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 9_1o O_ g 9.3. PROVIDE 12"MIN.CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. U z N WIDTH LENGTH # PADS& PIERS GAUGER ANCHORS-DRIVEN ANCHORS-BRACES 10. SITE CONDITIONS: 5= O I IL OF UNIT OF UNIT ROOF LOAD 115 MPH WIND. EXPOSURE 10.I. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,COMPACTED TO O Q W J g 95%OF THE STANDARD PROCTOR DENSITY PER ASTM D-658. O v, -t OUTSIDE RAILS/INSIDE RAILS EA.SIDE EA.END 10.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN.GRADE OF 5%FOR THE tlz O 30 PSF 40PSF B C B C FIRST 10-FEET 2%THEREAFTER TO A SUITABLE DISCHARGE. z W 24'-0" 36'-0" 11/7 12/7 4 5 3 3 10.3. ALL WORK SHALL CONFORM TO LOCAL,STATE,AND FEDERAL CONSTRUCTION,ENVIRONMENTALO 24'-0" 40'-0" 12/8 13/8 4 5 3 3 AND SAFETY STANDARDS. 0 0 z $ 24'-0" 50'-0" 15/10 16/10 5 7 3 3 Q w N 0 N 24'-0" 60'-0" 18/12 19/12 6 8 3 3 L it z o 24'-0" 64'-0" 19/13 20/13 7 8 3 3 Q 1- 24'-0" 70'-0" 21/14 22/14 7 9 3 3 NAj W B D PROF "` a" 36'-0" 6O'-0" 18/12 19/12 7 8 5 5 9S10 E C 16QE Fs'' z p r 48'-0" 60'-0" 18/12 19/12 9 9 7 7 o�'�t> GISTE. , p of S �� NGINEf•,P goy < Q< O <, 60"-0" 60'-0" 18/12 19/12 11 11 8 8 • � 1 . 12327 Pe iv i 72'-0" 60'-0" 18/12 19/12 13 10 9 9 39• '` ' �h' >,: *IT/ 96'-0" 60'-0" 18/12 19/12 17 17 12 12 til ,kQ 3 nT 0,, OREGON 017 $"y o4 to/DAT d# ?�'OF LOA 5 '�cj,°!RALEta Cs> 0� A7:2 3,1 67 CJ qN W. 13 'oNAL� 94, w. eti``' F121VI RENEWS:09/30/2018 NRENEWS:09/27/2017 J EXPIRES:DECEMBER 31,2017 SHEET: 1 OF 3 SCOTT NNSON