2905 MAPLE ST 2022 Plans 2025-07-07

STRUCTURAL NOTES: LENGTH OF UNIT 0 i, ®�� 1. DESIGN INFORMATION&LOADING: I I �� Kil {�9 �t 1.1. BUILDING CODE IBC,2018 EDITION,OSSC-2019 1.2. ROOF LIVE LOAD 30 PSF(SNOW),Is=1.0,Cf=1.15 •\ \ 1.3. FLOOR LIVE LOAD 50 PSF OR 2,000#CONC.(OFFICE) AU! 1-B• WI 1.4. WIND CRITERION 120 MPH,EXP C,Kzt=1.0 II �•� — — �'I , 1.5. SEISMIC CRITERION SDS=1.200,Ie=1.0,SITE CLASS D,CATEGORY D 1.6. ASSUMED SOIL BEARING 1,500 PSF TYPICAL UNIT • 1.7. WALL PLATE HEIGHT 9'-0" SUPPORT BEAMS1.8. ROOF SLOPE 2:12 OR FLATTERTYPICAL AT2. CONCRETE: INTERIOR COL. m ' Q�, N 2.1. DESIGN COMP.STRENGTH 2,500 PSI �r 2.2. REINF.YIELD 60 K51 j j j j —Taff — -T�— ® !-� a o 4 3. MASONRY: i:i' _ �•- \ (/) me.�, 3.1. 8x16x8 UNITS ASTM C-90,GRADE N 3.2. SET UNITS W/CORES VERTICAL&NO MORE THAN 3 HIGH,PER PLAN, I•',• i — —®— „i I• —� F 'a `^�7® WITHOUT SOLID GROUTING CORES.SOLID GROUTED CORES OVER OVER 5 0 i HIGH REQUIRES SPECIFIC ENGINEERING. TYPICAL AT V 44.1.WOOD:ALL WOOD TO BE HEM-FIR STUD GRADE OR BETTER. EXTERIOR COL. '® •i4.2. WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TOBEm / ^^PRETREATED FOR EXPOSURE TO MEET IBC 2015 2303.01.9. G4.3. CONNECTORS IN TREATED MATERIALS SHALL BE HOT-DIPPED GALVANIZED UI ' _ III '�OR OR STAINLESS STEEL PER IBC 2015,2304.10.5. rams i® — ifE r 4.4. SET MODULAR BUILDING SUCH THAT THE FLOOR JOISTS ARE A MINIMUM OF ---- \ \ _ 18-INCHES ABOVE FINISHED SUBGRADE BELOW BUILDING. I w a o PADS&PIERS,NO.REQUIRED PER TABLE A 51 O d o 5. SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS,Inc."(800)438-7277 -SEE DETAIL Al&A2 D1 SPACED EQUALLY 1•• s www.minutemanproducts.com,OR EQUIVALENT.) Q U ? �� 5.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# ANCHOR HOLD-DONNS,SEE DETAIL B1&B2/D1, / w I• I k3 5.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR SPACED EQUALLY BETWEEN CORNERS .n w g AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD;OR DRIVEN m ' ANCHOR W/STABILIZER PLATE OR HEAD,W/A MIN.DESIGN WORKING O ?§ ''F, ig! LOAD OF 3,150#AND AN ULTIMATE LOAD OF 4,725#.NUMBER OF ANCHORS z F a is AS INDICATED ON TABLE A.CORNER TIE-DOWNS TO BE WITHIN 3'-0"OF THE •DOUBLEWIDE MODULAR FOUNDATION PLAN "3 w -1 is BUILDING CORNER.TIE-DOWNS OTHER THAN AT THE CORNERS SHALL BE SCALE: X = X 0 a is SPACED EQUALLY.EACH INDIVIDUAL EQUALLY SPACED TIE-DOWN SHALL BE WITHIN 4'-0"OF THE EQUAL SPACING. ill TABLE A •�f -AN N { 5.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-18-THDLS FOR /3 PRE-POURED CONCRETE OR A MMA-42-210-PDH POUR INTO THE MODULE RAIL PIER/PAD SPACING CONCRETE.NUMBER OF ANCHORS PER INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS 5.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE u7 Z z "ROCK-TYPE"ANCHORS INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS Q z O 0 5.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE W O I x BUILDING.CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS WIDTH OF BUILDING LENGTH OF BUILDING N PADS & PIERS i HOLD-DOWN ANCHORS LY -' < 9 FULLY BLOCKED AND LEVELED. EXT.RAILS INT.RAILS EA.SIDE EA.END Q m 0 9 a 5.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S 1._ Ui Z Q w 24' 60' 14 10 5 4 cn o D F RECOMMENDATIONS.SEE INSTALLATION INSTRUCTION MANUAL. 36' 60' 14 10 6 6 W 7?w Ow _ 4. VENTING: w LE-9 4.1. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL 74' 17 12 7 7 . . a 0 i 2 G w WCO REQUIREMENTS AT 1 NET SF OF VENTILATION PER 150 SF OF FLOOR AREA. 48' 60' 14 10 8 8 H o.J }a W . 4.2. IFASUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE 60' 60' 14 10 9 9 0D� 0 I-1- =a • o INCREASED TO)4soo,IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL. 0 Z E N 6. ACCESS: Z -W It ' N 6.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. r U o WZ N 6.2. SPROVIDE 12"MIN.UPPORT MEMBERSLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING �vSs,Gl A�RA;�/��y��,�N f��Ss�oy _�1VL U a N 7. SITE CONDITIONS: 0� Q.,. �'� 1. PE/ , dV" _ < . O o Sr„..7.1. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR 4 �..., a g Q S STRUCTURAL FILL,COMPACTED TO 95%OF THE STANDARD PROCTOR 3Q9 --� `'�' 2 �j; N a W DENSITY PER ASTM D-698. v . �I e7 LL 7.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. Nj, S OREGON M �.', GRADE OF 5%FOR THE FIRST 10-FEET AND 2%THEREAFTER TO A SUITABLE O 9TE ,QF e* O FiO7• ,9P G - • 74 REVISION DAM 2/6/2022 DISCHARGE. �9* FB41�cs F.9* 3'W. gR�GG a••. 1 of 3 ( wiSIIB 0 0/y022 ELID I IRENEWS:DECER 31.20231 11 9,27/2Dyy I j 1 2 M SORT FREE