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HomeMy WebLinkAbout041-470-076�= I EQ r 1 ! I Z---i- -- --T .. - UJ V) I I I I I I �0 oM Q IDG PIEREk P R SPACING PER 1 MOBILEHOME y j MANUFACTURER 01� L 41f INSTALLATION ' I `-�JMANUAL! N I I ( I I I W a En41v -� -t - ILAWI I' EXISTING G EXISTING I MOBILE MO COACH COACH BEAMS- ��� -BEAMS 'I. I I I I I - -i L Iz 07- _ 1 I I DOUBLE WIDE TYPICAL _ 20' OR 24' OR 28' PLAN 3/16" = 1'-0' UR DO FOUBLE, TRIPLE OR MULTIPLE WIDE UNITS FOLLOW SAME PLACEMENT PATTERN IN EACH ADrIT10NAL MODULE SEISMIC PIER AND PRECAST CONCRETE PAD y•` -qAM b Inon 0 N INSTALLATION INSTRUCTIONS W REFERENCE: CAUFORNN CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1991 EDITION 1. MARK CHASSIS BEAM ACCORDING TO REQUIRED SPACING «N 1. DESIGN LOADS: b FOUNDATIONFOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND r VERTICAL ROOF LIVE LOAD - 30 PSF, FLOOR LIVE LOAD - 40 PSF EQ� z � , I I V) IM Lx W CL Cr CL 0 �V) L EXISTING I r MOBILE I COACH BEAMS zzl �U N i l N .LGN it or a r (n EnI UUI Ca 41 W O N V L ww WW I i i j j r p I I I ! CC UJ U1, I I 1 .= `-tom Z E E� zJ � hoz I o�� ,�1 s I I ` I SINGLE WIDE TYPICAL • INDICATES 1/2'0x12' GALVANIZED r 12' OR 14' PENETRATING STABILIZING ROD ENGINEERED SYSTEM PLAN THE ENGINEERED SYSTEM IS DESIGNED USING ABOVE P LAN 3/16" 1'—o' GROUND STEEL PIERS AND PRECAST CONCRETE FOOTING PADS TO RESIST OVERTURNING DUE TO SEISMIC AND OR WIND FORCES OF 21 P.S.F. GROUND ANCHORS ARE TO BE INSTALLED AND FASTENED TO FOOTING PADS AT THE FOUR CORNERS OF BOTH SINGLE AND DOUBLE WIDE MOBILE HOME UNITS FOR ADDED STABILITY THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONARY BLOCK PIERS COACH SUPPORT GIRDER TYP RIDGE SUPPORT PIER & PAD TYPE PER MOBILEHOME MANUFACTURER 'INSTALLAl10N MANUAL' E THEFOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF 2.3' ELEVATION 3/B' = 1' -O - k 10. FOUNDATION FOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED . FOR THE LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS 11. IN MEAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME 2 - 3 ext' BOLTS SHALL DE READJUSTED WHEN D.S. EXCEEDS 1/4', OR WHEN IT WILL ADVERSELY AFFEECT: FIELD DRILL HOLES COACH C OR THE USE OF THE MANUFACTURED HOME NOTE"All Rcferia!s & Workmanship Snail go J BEAM Accordance wiA Recognized Go �l r'r? ��es cr.: 12. DEFINATION OF LEVEL FOR PRE -CAST FOUNDATION PAD ON EXISTING ASPHALT AND CC)Nt qu�iily prescribed for Ilse Sp x iI t't�u I Y PLATE IS THAT THE GRADE -CAN VARY 3X IN EITHER DIMENSION OF THE CONCRETE PAD ► CF�4N0 Uniform Etrsldsng, P.Et71�6irii3.& Mechanic Codes d • _ h t . N to I .+ n �� � t IC I a ode 7s o C = ..••._.,.1�. STANDARD PIER MUST BE ATTACHED TO CHASSIS BEAM AND FOOTING PAD PER SB . a FOUNDATION PAD ORIENTATIONt�2' PIER � IC - CO ACH I BEIAM 4 4 - - SINGLE WIDE UNITS: 3"x3' PLATE LTS PREFERRED RAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION OF THE PAD DE IN THE , COACH C OR TRANSVERSE DIRECTION A J BEAM WHERE ' PREFERRED ORIENTATION CAUSES THE FOUNDATION 2 - 3/8' BOLTS t' PADS TO EXTEND PAST THE SKIRTING THE PADS MAY BE MAX TUBE HEIGHT' 4 _ 3/8 FIELD DRILL HOLES ROTATED SO THAT THE LONG DIMENSION IS PARALLEL 6' SHORT TUBE BOLTS PLATE TO THE (TEAMS SUPPORTING THE UNITS 11' LONG TUBE y' DIA SEISMIC DOUBLE, TRIPLE,' OR MULTIPLE WIDE UNITS:STD PIPE PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS BO`s /� PIER TS THAT THE LONG DIMENSION OF THE FAD DE 1N THE TIGHTEN L G TRANSVERSE DIRECTION TO 180 3/16' PLATE WHERE FIELD CONDITIONS OR SKIRTING REQUIRE RAD TORQUENpS CLAMP TYPICAL BEAM ROTATION, NO MORE THAN HALF OF THE PADS INA V TRANSVERSE UNE CAN BE ROTATED SO THAT THE LONG CONNECTIONS �" 1-o DIMENSION OF THE PADS ARE PARALLEL TO THE BEAM SUPPORTING THE UNITS 3/4' THREADED - ROD f- 3/16' PLATE ., LEGS _TYP OF 4 / IMSS 12 SQ IN OVERSIZE FOR CHIPPING INSERT FOR AND OR CORNER BREAKAGE 1/4' S�/8'x1 114' M.B. 8- WITH 2'x2"xt/4' 0.15,1 HARDENED WASHER --r �� , 5/16' PLATE 8'x8' CNIL 5/8'x1 =1/2' BOLT felly WITH 2' x x 1 4' -f C�UtO N HARDENED WASHER, 3111 WIRE LOOP FOR -' I GROUND ANCHOR ATTACED TO REINFH MESH PAD I I SEISMIC PIER EN4 /A/trEll�A r/F1lSw/N Sia3�7Fn! _ 36 112" CP - SEISMIC, PIER { 1A ► ► ss O V E o �T'liis saf pJJJ is Ian'a x1 Sp•:i�ic�liM t'1Ht�ALli► �l+*s ►••�• 5/8" 318' FLANGED Eepf on foie job at an f1mes &P_ 4f�,qt SUNLESS STEEL pn _. make any chcngsx or alreraf'sans on.sam�„�jt�+ ANCHOR INSERT - pemssionfrothe Np1rne wrlifen MV131 CN[S AIN 7TANSAR S Works, Couniy of But"'8- 4x4 -4x4 WWF - 5 ty sy`- p.,.� SPA NO..A"Z�6 PRECAST FOUNDATION PAD 3/4- = 1'-0" This Plan A'Rr•wl Erin /0 KMIM W Inon GENERAL NOTES: INSTALLATION INSTRUCTIONS W REFERENCE: CAUFORNN CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1991 EDITION 1. MARK CHASSIS BEAM ACCORDING TO REQUIRED SPACING «N 1. DESIGN LOADS: 2. FOUNDATIONFOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND r VERTICAL ROOF LIVE LOAD - 30 PSF, FLOOR LIVE LOAD - 40 PSF SIZED FOR THE LOADS AS SHOWN IN THE MOBILE HOME INSTALLATION F LATERAL: WIND LOAD - 80 MPH EXP. 'C', SEISMIC ZONE 4 U-1 INSTRUCTIONS ` 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND 3. LEVEL THE SOIL AND PLACE PRE -CAST CONCRETE PAD BELOW MARKING LLJ SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AS PER LAYOUT THIS SHEET W AREA 4. ASSEMBLE =SEISMIC PIER TO ITS LOWEST SETTING, PLACE IT ON W_Z 3. ALL FOOTINGS ARE TO BE SUPPORTED BY FIRM, UNDISTURBED SCIL, FOOTINGS ARE Z CONCRETE PAD AND ATTACH IT TO PAD WITH 2 - 1/2' DIA DOLTS F-- ZI--wo I (n 0) DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL DE COMPATIBLE 5. RAISE TOP SECTION OF SEISMIC PIER UNTIL IT TOUCHES BOTTOM OF N L_ -.,.W Z WITH LOCAL SOIL CONDITIONS W CHASSIS BEAM BY TURNING PIPE (FOUR TURNS EQUALS ONE INCH 4. CONCRETE: 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARUTE CHANGE IN HEIGHT) TIGHTEN FOUR CLAMP DOLTS FIRMLY w WEIGHT CONCRETE 6. CLAMP UPPER PLATE TO BOTTOM OF CHASSIS BEAM AS PER DETAIL Z:o 5. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 Fy = 36 KSI MIN 1� THIS SHEET FABRICATE ACCORDING TO AISC SPECIFICATIONS, WELD e4 K ACCORDING TO AWS SPECIFICATION on u w t • N ELECTRODES: E70 i PLATES: ASTM A36 ANCHOR BOLTS: ASTM A307 COACH LENGTH NOTES BOLTS. SAE GR5 - ASTM A449 = ASTM A325 THREADED ROD: COLD DRAWN LOW CARBON WELDABLE r 48' OR LESS COACHES MAY REQUIRE FEWER PIERS AND PADS 0 • Ja CI AI"nre, 4WYro, PER BEAM, THE SPACING WILL GOVERN TOTAL NUMBER REQUIRED 6.' THE PIER AND RIDGE BEAM SUPPORT ASSEMBLIES SFNLL BE COATED WITH SHERMAN W WILLIAMS E61 -RC2 ENAMEL OR APPROVED EQUAL AND SHALL BE LISTED AND LABELED Z FOR COACHES 48' TO 60' USE NUMBER OF PIERS AND PADS AS SHOWN w BY INDUSTRIAL TESTING INTERNATIO. WU. FOR THE FOLLOWING LOADS MAAJOR AXIS: 1400{ MAX COACHES OVER 60' WILL REQUIRE 1 OR. MORE EXTRA PIERS AND PADS oMINOR •.� AXIS: 9001 MAX PER BEAM, THE SFACING WILL GOVERN TOTAL NUMBER REQUIRED VERTICAL: 80001 MAX C2 7, THIS FOUNDATION IS FOR PLACING MANUFACTURED HOMES CONSTRUCTED WITH _ BEAM SIZE NOTES b LONGITUDINAL OR CROSS JOISTS SPACINGS SHOWN ON THIS PLAN ARE FOR COACHES WITH 10' & 12' BEAMS S. THIS FOUNDATION PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH o NO EXISTING SOIL PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL SEE NOTE 11 ANY 8' BEAM IS NOT TO CANTILEVER MORE IRAN 6.0' ON EACH END OF UNIT AND SPACING` OF SEISMIC PIERS CAN NOT EXCEED 16.0' 9. PRECAST CONCRETE PADS SHALL BE PLACED ON LEkL UNDISTURBED SOIL ANY 6' BEAM IS NOT TO CANTILEVER MORE THAN 5.0' ON EACH END OF UNTf � AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 14.0' 10. FOUNDATION FOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED . FOR THE LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS 11. IN MEAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME 2 - 3 ext' BOLTS SHALL DE READJUSTED WHEN D.S. EXCEEDS 1/4', OR WHEN IT WILL ADVERSELY AFFEECT: FIELD DRILL HOLES COACH C OR THE USE OF THE MANUFACTURED HOME NOTE"All Rcferia!s & Workmanship Snail go J BEAM Accordance wiA Recognized Go �l r'r? ��es cr.: 12. DEFINATION OF LEVEL FOR PRE -CAST FOUNDATION PAD ON EXISTING ASPHALT AND CC)Nt qu�iily prescribed for Ilse Sp x iI t't�u I Y PLATE IS THAT THE GRADE -CAN VARY 3X IN EITHER DIMENSION OF THE CONCRETE PAD ► CF�4N0 Uniform Etrsldsng, P.Et71�6irii3.& Mechanic Codes d • _ h t . N to I .+ n �� � t IC I a ode 7s o C = ..••._.,.1�. STANDARD PIER MUST BE ATTACHED TO CHASSIS BEAM AND FOOTING PAD PER SB . a FOUNDATION PAD ORIENTATIONt�2' PIER � IC - CO ACH I BEIAM 4 4 - - SINGLE WIDE UNITS: 3"x3' PLATE LTS PREFERRED RAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONG DIMENSION OF THE PAD DE IN THE , COACH C OR TRANSVERSE DIRECTION A J BEAM WHERE ' PREFERRED ORIENTATION CAUSES THE FOUNDATION 2 - 3/8' BOLTS t' PADS TO EXTEND PAST THE SKIRTING THE PADS MAY BE MAX TUBE HEIGHT' 4 _ 3/8 FIELD DRILL HOLES ROTATED SO THAT THE LONG DIMENSION IS PARALLEL 6' SHORT TUBE BOLTS PLATE TO THE (TEAMS SUPPORTING THE UNITS 11' LONG TUBE y' DIA SEISMIC DOUBLE, TRIPLE,' OR MULTIPLE WIDE UNITS:STD PIPE PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS BO`s /� PIER TS THAT THE LONG DIMENSION OF THE FAD DE 1N THE TIGHTEN L G TRANSVERSE DIRECTION TO 180 3/16' PLATE WHERE FIELD CONDITIONS OR SKIRTING REQUIRE RAD TORQUENpS CLAMP TYPICAL BEAM ROTATION, NO MORE THAN HALF OF THE PADS INA V TRANSVERSE UNE CAN BE ROTATED SO THAT THE LONG CONNECTIONS �" 1-o DIMENSION OF THE PADS ARE PARALLEL TO THE BEAM SUPPORTING THE UNITS 3/4' THREADED - ROD f- 3/16' PLATE ., LEGS _TYP OF 4 / IMSS 12 SQ IN OVERSIZE FOR CHIPPING INSERT FOR AND OR CORNER BREAKAGE 1/4' S�/8'x1 114' M.B. 8- WITH 2'x2"xt/4' 0.15,1 HARDENED WASHER --r �� , 5/16' PLATE 8'x8' CNIL 5/8'x1 =1/2' BOLT felly WITH 2' x x 1 4' -f C�UtO N HARDENED WASHER, 3111 WIRE LOOP FOR -' I GROUND ANCHOR ATTACED TO REINFH MESH PAD I I SEISMIC PIER EN4 /A/trEll�A r/F1lSw/N Sia3�7Fn! _ 36 112" CP - SEISMIC, PIER { 1A ► ► ss O V E o �T'liis saf pJJJ is Ian'a x1 Sp•:i�ic�liM t'1Ht�ALli► �l+*s ►••�• 5/8" 318' FLANGED Eepf on foie job at an f1mes &P_ 4f�,qt SUNLESS STEEL pn _. make any chcngsx or alreraf'sans on.sam�„�jt�+ ANCHOR INSERT - pemssionfrothe Np1rne wrlifen MV131 CN[S AIN 7TANSAR S Works, Couniy of But"'8- 4x4 -4x4 WWF - 5 ty sy`- p.,.� SPA NO..A"Z�6 PRECAST FOUNDATION PAD 3/4- = 1'-0" This Plan A'Rr•wl Erin /0 KMIM W Inon An I cD W ;Z U «N (n til O N r Z � 00 F + x U-1 UQ�I ` 0- v � LLJ U R-�- CO W i UJN W_Z Z .-� Z F-- ZI--wo I (n 0) Z Ld00XN UI N L_ -.,.W Z W � r Z w Z:o 1� e4 K on u w t • N i r r 0 N W Z w c� `` 10/11/94 NOTED SM " W. 945 cr r } U I cD W (n til O N r Z � 00 (n U-1 UQ�I 0 0- U 00 LLJ R-�- CO W UJN W_Z Z .-� Z F-- ZI--wo I (n 0) — Ld00XN UI N L_ -.,.W Z `` 10/11/94 NOTED SM " W. 945 cr r } ------ . - - - •---- c5O -" o - --- — - -— 2= G"g- O 3'•o' ' M 11F ' ' _____T 1 2 4CCA47MT- I --' t12E f y'.AbDVE _ I -- _ 122 `•0' - - • - ----.---- - A. - - -1 20'- G" 'T'- 0to -.. / 1 - `, - . -� . - jfvI I - 1 , .) 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