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Home My WebLink Aboutbld2018-00013 - BLD Plot / Site Plans - 2/28/2018A' 1 N N I 1 n Efr 4 I Es --Ei3- LE---10' 1Z 14' OR 16-4 38" --- PRECAST, REINFORCED, LIGHTWEIGHT, CONCRETE FOOLING SUPPORT COLUMN AND FOOTING 1NShHU1' FOR 3.1s x M.H. FOUNDATIONWORKS, INC. COTTAGE GROVE, OR 97424 PHONE (541) 942-3465 AUGER AND S -E13 .1 k--- IC/ 12'14`OR16--A 4" FOOTING NOTE PERIYIATIErfr FOUNDATION sysTEm INSTALLATION INSTR.UCTIION'S 1. INSTALL FOUNDATIONWORKS FOOTINGS AND SUPPORT COLUMNS TO SPACING, PER THIS SHEET. ? FOUNDATION FOR CHASSIS BEAM SUPPORT SHALL BE LOCATED AND SIZED FOR lab LOADS, AS SHOWN BY MANUFACTURED HOME INSTALLATION INSTRUCTIONS. 3 LEVEL SOIL AND PLACE REINFORCED PRE- CAST CONCRETE FOOTING BELOW MANU- FACTURED HOME, AS PER LAYOUT ON THIS SHEET SAND OR 3/z" MINUS MAY BE USED TO FILL IN VOIDS UNDER FOOTINGS, WHERE GROUND IS UNEVEN. 4. SINGLE AND DOUBLE UNITS: PREFERRED FOOTING ORIENTATION. WHERE EVER POSSIBLE IS THAT THE LONG DIMENSIONS OF THE FOOTINGS BE IN THE TRANSVERSE DIRECTION. UP TO ONE-HALF OF THE FOOTINGS MAY BE ROTATED SO THAT THE LONG DIMENSIONS OF THE FOOTINGS ARE PARALLEL TO THE MEIN FRAME, DUE TO SITE OR SEL UP CONDITIONS_ a. SEl SUPPORT COLUMN TO ITS LOWEST SETTING, PLACE IT ON CONCRETE FOOTING AND ATTACH IT TO FOOTING WITH'/," BOLTS. 6. RAISE TOP SECTION OF SUPPORT COLUMN UNTIL IT TOUCHES BOTTOM CHAS f: LS BEAM, THEN LOWER 'UNTIL HOT RS. LINE UP FOR ADJUSTING BOLT INSTALL s/s" BOLT THROUGH SUPPORT COLUMN THEN TIGHTEN. _7. TURN LARGE NUT UNDER HEAD UNTIL PLATE CONTACTS BEAM INSTALL 2 CLAMP PLATES AND TIGHTEN FIRMLY_ 8. FOR FINAL FINE ADJUSTMENT AND LOAD TRANSFER TO FOOTING AND SUPPORT COLUMNS, TURN LARGE NUT UNDER HEAD e 5' m¢nun s 22' maximum T receded for Exposure C only FOOTINGS AWE 28" SQ. INCHES CNERSCZETO ALLOW FOR MAGNUM PIER DIMENSIONS ABCDE CHIPPING. INCLUDE 4" FOUNDATION FOOTINGS PIER HEIGHTS THAT EXCEED 35' MUST BE CROSS AND LONGITUDINALLY BRACED SEE DRAWING OF MAGNUM BRACING AND CLAMPING • ► f' MAGNUM PIER SIZES A. 13" TO 161/" B. 16" TO 23" C. 191/2"TO31" D. 24" TO 3.51' E. REFER TO LOWER. RIGHT HAND CORNER I BEAM SIZE NOTES SPACING SHOWN ON THIS PLAN ARE FOR HOMES WITH 10" AND 1T' BEAMS. ANY 6"- 91' CHASSIS BEAM IS NOT TO CANTILEVER MORE THAN 8' ON EACH END OF UNIT. SPACING OF FOUNDAT1oNW ORKS FOOTINGS AND SUPPORT COLUMNS CANNOT EXCEED 16'0". HOME LENGrMS NO DOUBLE -WIDE: WINDS 80 MPH EXPOSURE C - UP TO 44': 8 FOOTINGS & COLUMNS 45' - 66': 12 FOOTINGS & COLUMNS 66' - 72' (MAX): 16 FOOTINGS & COLUMNS N. STNGI F.-WIDE- RTNDS 80 MPH EXPOSURE C UP TO 44': 4 FOOTINGS & COLUMNS 45' - 66': 6 FOOTINGS & COLUMNS 66' - 72' (MAX): 8 FOOTINGS & COLUMNS '11E DOWN NOTES SINGLE -WIDE HOMES SHALL HAVE AN AUGER AND STRAP TYPE 11>s•DOWN, PLACED AS SHOWN ON SINGLE -WIDE PLAN Jib —DOWNS SHALL BE AN AUGER AND STRAP - TYPE RA ihU FOR A MINIMUM OF 4250 LB PULLOUT_ DOUBT P--WIDE HOMES IN 80 MPH WIND AREAS WITH EXPOSURE C, THAT WEIGH MORE THAN 50600 LBS., OR ARE CONSIRUC TED WITH COMP OSMON ROOFING AND SHEETROCX. CLADDED WALLS, DO NOT NEED THE FOUR TIE - DOWNS SHOWN ON 1 HE PLAN. SINGLE -WIDE HOMES IN 80 MPH WIND AREAS WITH EXPOSURE B, NEED 11E—DOWNS AT EACH CORNER ONLY. AUGER lit -DOWNS SHALL BE LISTED A]4D INSTALLED IN ACCORDANCE WIT73 THE AUGER lIE—DOWN MANUFACTURER'S INSTALLATION INSTRUCT"'ONS_ AUGER 1 1 r,-DOWN LISTING AND INSTALLATION INSTRUCTIONS SHALL BE SUBMITTED WITH THIS PLAN, AND PERMIT APPLICATION IF INSTALLA- TION OF AUGER litDOWNS ARE REQUIRED (SEE TIE -DOWN NOTES) OF THIS PLAN_ 1 i 1 r`xrxw ? NG2E 6" LON • • • ❑ �r 4-- n■ n tui `` .. ��. N ` i Min f 1l11 ENGINEERED FOUNT //ATION SYSTEM FOUNDATiONRV DRAWING N 'i MR ' INC_ MODEL N"FJ th [BER lYIFS--22F a2. MPS -Gip 'll 7EDITS WIx?" U I FIELD DRILL i GENERAL NOTES DESIGN LOADS: ROOF LOAD - 30 PSF FLOOR LOAD -40 PSF DOUBLE -WIDE: WIND 80 MPH EXPOSURE C SFTSIviiC ZONE 4 SINGI F,-WIDE: WIND 80 MPH EXPOSURE C SEISMIC ZONE 4 WITH 4 111-DOWNS THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD AND SEISMIC ZONE AS ESTABJ !SHED FOR PERMANENT BUILDINGS WITHIN A SPECIFIC LO CAL AREA THIS FOUNDATION IS DESIGNED TO BE CONSTRUCTED ON SITES WITHOUT EXISTING SOIL PROBLEMS. FOOTINGS ARE DESIGNED FOR 1000 PSF SOIL AND SHALL BE COMPAilBLE WITH LOCAL SOIL CONDITIONS. IN AREAS WHERE SETTLEMENT OR I XPAN-SIVE SOIT S OCCUR, MANUFACTURED HOMES SHOULD BE RE -LEVELED WHEN IT MAY ADVERSELY AFFECT THE MANUFACTURED HOME FOR TRIPLE -WIDE AND WIDER HOMES, USE THE LAYOUT FOR EACH SECTION, AS SHOWN FOR EACH SECTION OF A DOUBLE -WIDE HOME OF THE SAME LENGTH INSTA lATIONNEARASC LADING ANDDESCEND- ING SLOPES SHALL BE IN ACCORDANCE WITH UBC SECTIONS 180652 AND 180653, UNLESS A SITE' -.SPECIFIC GEOTECEINICAL REPORT RECOM- MENDS OTHERWISE r COMPACmD GRANULAR FILL GREATER THAN 12" IN DEF13i SHALL HAVE A COMPACTION TEST PERFORMED TO ENSURE ADEQUATE COMPAC- TION. • 'C 1'• SPECIFICATIONS WELD ACCORDING TO A.W.S. 1.1-98 SPECIFICATIONS A.W.S. SOLID WIRE ER70S-6 PLATES A.S_T_M. A36 PIPE SCHEDULE 40 SUPPORT COLUMN BOLTS S_A_E_ GRADE 5 FOOTINGS 3000 PSI 8 28 DAYS LIGHT- WEIGHT REINFORCED CONCRETE FOUNDATIONWORKS SUPPORT ASSSEMB13ES SHALL BE COATED WITH FOREST TECHNICAL COATINGS CHASSIS PAINT 88-E--203 OR EQUIVALENT. TESTING TESTS PERFORMED BY: PSI LAB 41689 36125-1 • MAX VERTICAL TEST LOAD • 40000 LBS. RATED VERTICAL CAPACITY: 133331_13S RAZED LATERAL CAPACITY AT 25" MAX Hl?1GHT IS 4733 LBS RAffl) LATERAL CAPACITY AT 24" - 35" MAX HEIGHT IS 3800 LBS CERTIFICATION: • THIS IS TO CERTIFY THAT 11fb SUBJECT SYSTEM IS CAPABLE OF WITHSTANDING ALL RA11: DESIGN LOADS THIS CERTIFICATION IS PREDI- CAih1) UPON THE PROPER INSTALLATION AND aft- SUPPORT COLUMNS. TIGHTENING OF SPECIAL CONDITIONS PLEASE CONTACT FOUNDATIONW OAKS, INC. FOR INFORMATION ON ANY OF THE FOLLOWING CONDITIONS: SNOW LOAD OVER 30 PSF FLOOD PLAIN LOCATION \t \t1llN.\\1\ \\ \ •l paSTINCI "rREAM - �\ , PIER HEIGHTS 35"-TO 52" MUST BB CROSS AND LONGITUDINALLY BRACED t PM ENT # 5,862,635 -