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Home My WebLink About069-310-044L LIJw C 1,0.11CH �wnmCH sums I o� u T I I I i I I I I I I rI Efl I I I I N ct� UAno rONDN I I I I PADS � � � _ OUTLINE OF MOBILE COACH lkt DOUBLE WIDE TYPICAL 20'. 24'. 28' OR 25' PLAN -- DOUBLE LAN `- DOUBLE WIDE MOBILE COACH Scale: 1" 10' WT -E-1 FOR TRIP, SUBMIT LAYOUT RTO THANLE & ASSOC.EFORI APPROVAL. STANDARD PIER is FOOTING SPACING PER MOBILE 11011E MANUFACTURER'S INSTALLATION MANUAL. CONFIGURATION NU DER OFPADS HREQUIRED. MINIMUM T W cwm?;a moll Ix I YV -COACH B[All'SN I I I I N I I I -I T o N u L� BEISMIC FIE" Ic FOUNDATION OUTLINE OF MOIIILE COACH SINGLE WIDE TYPICAL ---�',Olt-1 '? LAN__. SINGLE WIDE MOBILE COACH Scale: 1" : 10' I�4SF<: STANDARD PIER k FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL. ' CONFIGURATION SHOWN IS THE MINIMUM NUMBER OF PADS REQUIRED. ELEVATION NOT TO SCALE COACH I BEAM 3' X 3' PLATE 5/1G' PLATE X 1 1/4' BOLT W17H HARDENED WASHER SEISMIC PIER Not to Scole C.P. SEISMIC PIER#1 - PATENT PENDING NOTE1 it0 IN -POUNDS IS EQUIVALENT TO 15 FT -POUNDS 2 - 3/8' x 1' DOLTS FIELD DRILL HOLES OPTION OF 4 - N14 TEX STS COACH C OR J BEAM I/4'x2'x4' 3' x 3' PLATE ANGLE 3' WIDE 4 - 1/2' SEISMIC DOLTS f PIER TYPICAL BEAM CONNECTIONS Not to Scale 12 SO IN OVERSIZE root 6N1PP1NG INSERT F 3/8' x 1 1/4' K3. 8' 24' �- -- 36 1/2'- 5/9, /2'-5/9' x 13/8' FLANGC IINLESS ANCFIOR ISTEE NSERT 3.5' 4x4 -4x4 1/VF 1 PRECAST CONCRETE FOUNDATION PAD SCALE: 1' = 1.5' 30'x32'x3/4' PLYWOOD HOLES FOR 1/2' x 2 1/2' CA x lt'x32'x3/4'x x PLYWOOD X x x 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 Of x 1 1/2' FHWS �--- 32' -------j ALTERNATIVE PLYWOOD FOUNDATION PAD SCALE: 1"=1.5' RIPERENCE: CALIFORNIACODE Or REGULATION!„ TTT1.L 45 AND U.D.C.1!!411DITION. 1. DESIGN LOADR: 4..,, } •`: ` LATERAL LIVE LOAD VERTICAL LIVE LOAD . .: moor .: R/i, >%,>.'� Sim ` f• f�> '+' }.;•z :.Y#+ •. G�. 301d k?y.•.j'`r_.:.. 70 mpi ..: r`n.rY,.. .,< .!:G;;}+: Irl: 30wif ' 2. THE DESIGN LOADS SIIAIL DE CONS WrENT WITH ROOF LM: LOAD WIND LOAD. ANE ESTABLISHED FOR PERMANENT BCM. UIMINO WITHIN A SPECIFIC LOAREA- ' 3. THIS FOUNDATION It CONSIDERED TO CONS fITUM A PIRMANINT FOUNDATION. 4. ALL F001VXX ARE TO 1% SUPPORTED BY FIRM. UNMTl1RATM UNDDTIVRBF.D COHESIVE 6 DESIGNED FOR 1000 PSP TOTAL LOAD SOIL PRESSURE AND $HAIL RE COMPATIBLE CONDITIONS. !. STRIIC'TURAI• STEEL: SIIAIL CONFORM TO ASTM AM F - 34 K81 MINIMUM• p 4. !HAIL BE FABRICATED ACCORDING To AISC QECIFICATIONt. 4, $HALL BS WELDED ACCORDINO TO AWN IFICIFICATIONS: L ELECTRODIS: ASTM A34 IL PLATEN: UL ANCHOR BOLT'!: ASTM A307 Iy BOLA; SAE ORS -ASTM A4H-ASTM A325 v, THREADED ROD:COLD DRAWN IOW CAR1lON WEL]J ALL MSTALCOMPONPNTS INCLUDING NAILS k SCREWS ITC. ARS TO DS PI 4 THE Pmt AND RIDGE BEAM SUPPORT A311 MMUFS !HAIL DI COATED WITH SHERMAN W APPROVED WVAIENT AND IIIALL /E USTLD AND LABIL.ED BY CERTIFIED ITSM SERVFCE$ (CTC) FOR THE FOLWWINO LOADS: LAnRAi: 1700 M• MAX 13400 Ru MAX ►. VERTICAL: 7. THIS FOUNDATION 1E FOR PLACING MANUFACTURED BMUNNOS CONSTRUCTED WITI CR03S IOINT'i. 1. THIS POUNDATTON PLAN 18 DESKINED TO BR C(1NtMUC ED ON A FAIRLY LEVEL !ITL Wfl PROBLEMS. IF g1TT'LN%u= OCCURS !ILII TO POOR SOH•, SES NOTS P- 9. IN AREAS WATERS DTPPERENTIAL IMIUMENT (D.S.) CAN OCCUR, MANUFACTURE READJUSTED WITEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVLRf1LY APPEC, MANUFACTURED HOMR 10. THIS $YST'EM 11 ADAPTABLE TO STANDARD HOLLOW MASONRY BLACK ITER!. 11. FOR ROOT 11VL LOADS OF UP TO 4fl ME. TTL:! rOUNDATION SYFIAM MAY BE USED WITH SEInVc TIERS SHOWN ON TILE PLAN. HOIVEVER, ROOF LOADS HIGHER THAN 30 MP M Op ADDITMAL STANDARD PAD AND PIER SUPPORT! AS PTR THS MANUFACCIVItW1 IN F'ODNDATION r" NOTE: 'I 1. THE FOUNDATION I- AD 111OWN ON THIN PLAN W A PRECAST 00NCRM FOUNDATTOP EOUNDAiTON MD MAY 11 USED AN ALTE, NAT?. 2. FOUNDATION PADS /HALL BI PLACED ON L.SV1L UNDISTURBED SOIL 3. 3000 PSI AT 21 DAYS AN TESTED AND MANUFACf URLD BY STAR JTZ rVMHT 1 k PREPEERED PAD PERPSNDICUIL.AR T o THIO COACH,MI (AS SHOISLE 11 71TAT THE O DEMI WN ON THE PLAN). R PAD ROTATION, NO MORE TILAN HA TRAVERSE I" CAN t ROTATE WHERE FIELD CONDITIONS THAT THS LONG DD41NSION OF T'IIL ! THLCOACH BIS 4. pgP:Ig all Tt<s.TEn PLYWOOD P"DATION PAD: 314 INCH A.P.A. 411/24 EXT'ERLOR P.81-113 OC. PLUGOED. NER - QA 397. PRP -101. COA IZE NOTES: 1. MAXIMUM MUM OF SINGLE NESE COACH - 0 PE1T. 2. MAXIMUM MOTH Or DOUBLE WIDE COACH - 70 FEET, 3. UNLESS APPROVED BY THARP 111 ASSOC, nmR To RIDGL WIGHT NOT TO 1XCELD: 14 S 7117T rOR PINOLE WIDE COACHIS i k 10 FEET FOR 20' DOUBLE WIDI COACIMS 12 FEET FOR 44'.14'. t 22' DOUILS WID1 COACHES i 4. Dolt T?jn1 WIDS COAICIIES, FOLLOW !AMI PLACEMENT PATT'SRN AN SHOWN ON THE COACH. S. FOR ANY COACH ITZ1 OTHIR THAN AS SHOWN ON THIS PLAN OR REFERENCED ADC LAYOUT SHALL BS RSVISWID AND APPROVED BY DONALD IL THARP «ASSOCIATE! REAM SIZE NOTES: 1 r� • 1. $FACING 111OWN ON THIS PLAN ARE FOR COACHIS WITH 10 INCH AND I1 INCH D CORRUGATED BEAMS. 2. ANY OTHER 1 INCH BEAM IS NOT TO CANTRIVER MORE THAN 4.0 FEET ON EACH El; AND !PACING OF SSDIMIC PIERS CAN NOT EXCEED 13.5 FIST. �x�11►/Rxn1 Ipxw<<rww. Mh�M• #AIIN Aso wim rvto- Ste. KU`S 11mt Vomc7 TO C4*RtC110',^ rK nl) . R (� LEI !'t"' "y ('''`� i- �"`'i . rRwn r wwww+ uT "pYwuW S►w I+w a"i ON It* ti Up LE 't C b•: i �` A vwo'w""" of hww4,0 r,4 Co n w 1 00"O"M"s* Drn;N:Nt Ov CCOES AND StApWA*[)R �j ff LL Ih;, "on A wwlrlpl txpkw& ...r�d� �� RENEWAL OF STATE 811Amim' 4 - 3/S' MAX TUBE HEIGHT BOLTS t' SHORT TUBE 14' LONG TUBE 2' DIA STD PIPE BOLTS O 3/16' PLATE TIGHTEN CLAMP To leo 1N -POUNDS TORQUE 3/4' THREADED 3/16' PLATE LEGS ROD TYP OF 4 5/1G' PLATE X 1 1/4' BOLT W17H HARDENED WASHER SEISMIC PIER Not to Scole C.P. SEISMIC PIER#1 - PATENT PENDING NOTE1 it0 IN -POUNDS IS EQUIVALENT TO 15 FT -POUNDS 2 - 3/8' x 1' DOLTS FIELD DRILL HOLES OPTION OF 4 - N14 TEX STS COACH C OR J BEAM I/4'x2'x4' 3' x 3' PLATE ANGLE 3' WIDE 4 - 1/2' SEISMIC DOLTS f PIER TYPICAL BEAM CONNECTIONS Not to Scale 12 SO IN OVERSIZE root 6N1PP1NG INSERT F 3/8' x 1 1/4' K3. 8' 24' �- -- 36 1/2'- 5/9, /2'-5/9' x 13/8' FLANGC IINLESS ANCFIOR ISTEE NSERT 3.5' 4x4 -4x4 1/VF 1 PRECAST CONCRETE FOUNDATION PAD SCALE: 1' = 1.5' 30'x32'x3/4' PLYWOOD HOLES FOR 1/2' x 2 1/2' CA x lt'x32'x3/4'x x PLYWOOD X x x 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 Of x 1 1/2' FHWS �--- 32' -------j ALTERNATIVE PLYWOOD FOUNDATION PAD SCALE: 1"=1.5' RIPERENCE: CALIFORNIACODE Or REGULATION!„ TTT1.L 45 AND U.D.C.1!!411DITION. 1. DESIGN LOADR: 4..,, } •`: ` LATERAL LIVE LOAD VERTICAL LIVE LOAD . .: moor .: R/i, >%,>.'� Sim ` f• f�> '+' }.;•z :.Y#+ •. G�. 301d k?y.•.j'`r_.:.. 70 mpi ..: r`n.rY,.. .,< .!:G;;}+: Irl: 30wif ' 2. THE DESIGN LOADS SIIAIL DE CONS WrENT WITH ROOF LM: LOAD WIND LOAD. ANE ESTABLISHED FOR PERMANENT BCM. UIMINO WITHIN A SPECIFIC LOAREA- ' 3. THIS FOUNDATION It CONSIDERED TO CONS fITUM A PIRMANINT FOUNDATION. 4. ALL F001VXX ARE TO 1% SUPPORTED BY FIRM. UNMTl1RATM UNDDTIVRBF.D COHESIVE 6 DESIGNED FOR 1000 PSP TOTAL LOAD SOIL PRESSURE AND $HAIL RE COMPATIBLE CONDITIONS. !. STRIIC'TURAI• STEEL: SIIAIL CONFORM TO ASTM AM F - 34 K81 MINIMUM• p 4. !HAIL BE FABRICATED ACCORDING To AISC QECIFICATIONt. 4, $HALL BS WELDED ACCORDINO TO AWN IFICIFICATIONS: L ELECTRODIS: ASTM A34 IL PLATEN: UL ANCHOR BOLT'!: ASTM A307 Iy BOLA; SAE ORS -ASTM A4H-ASTM A325 v, THREADED ROD:COLD DRAWN IOW CAR1lON WEL]J ALL MSTALCOMPONPNTS INCLUDING NAILS k SCREWS ITC. ARS TO DS PI 4 THE Pmt AND RIDGE BEAM SUPPORT A311 MMUFS !HAIL DI COATED WITH SHERMAN W APPROVED WVAIENT AND IIIALL /E USTLD AND LABIL.ED BY CERTIFIED ITSM SERVFCE$ (CTC) FOR THE FOLWWINO LOADS: LAnRAi: 1700 M• MAX 13400 Ru MAX ►. VERTICAL: 7. THIS FOUNDATION 1E FOR PLACING MANUFACTURED BMUNNOS CONSTRUCTED WITI CR03S IOINT'i. 1. THIS POUNDATTON PLAN 18 DESKINED TO BR C(1NtMUC ED ON A FAIRLY LEVEL !ITL Wfl PROBLEMS. IF g1TT'LN%u= OCCURS !ILII TO POOR SOH•, SES NOTS P- 9. IN AREAS WATERS DTPPERENTIAL IMIUMENT (D.S.) CAN OCCUR, MANUFACTURE READJUSTED WITEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVLRf1LY APPEC, MANUFACTURED HOMR 10. THIS $YST'EM 11 ADAPTABLE TO STANDARD HOLLOW MASONRY BLACK ITER!. 11. FOR ROOT 11VL LOADS OF UP TO 4fl ME. TTL:! rOUNDATION SYFIAM MAY BE USED WITH SEInVc TIERS SHOWN ON TILE PLAN. HOIVEVER, ROOF LOADS HIGHER THAN 30 MP M Op ADDITMAL STANDARD PAD AND PIER SUPPORT! AS PTR THS MANUFACCIVItW1 IN F'ODNDATION r" NOTE: 'I 1. THE FOUNDATION I- AD 111OWN ON THIN PLAN W A PRECAST 00NCRM FOUNDATTOP EOUNDAiTON MD MAY 11 USED AN ALTE, NAT?. 2. FOUNDATION PADS /HALL BI PLACED ON L.SV1L UNDISTURBED SOIL 3. 3000 PSI AT 21 DAYS AN TESTED AND MANUFACf URLD BY STAR JTZ rVMHT 1 k PREPEERED PAD PERPSNDICUIL.AR T o THIO COACH,MI (AS SHOISLE 11 71TAT THE O DEMI WN ON THE PLAN). R PAD ROTATION, NO MORE TILAN HA TRAVERSE I" CAN t ROTATE WHERE FIELD CONDITIONS THAT THS LONG DD41NSION OF T'IIL ! THLCOACH BIS 4. pgP:Ig all Tt<s.TEn PLYWOOD P"DATION PAD: 314 INCH A.P.A. 411/24 EXT'ERLOR P.81-113 OC. PLUGOED. NER - QA 397. PRP -101. COA IZE NOTES: 1. MAXIMUM MUM OF SINGLE NESE COACH - 0 PE1T. 2. MAXIMUM MOTH Or DOUBLE WIDE COACH - 70 FEET, 3. UNLESS APPROVED BY THARP 111 ASSOC, nmR To RIDGL WIGHT NOT TO 1XCELD: 14 S 7117T rOR PINOLE WIDE COACHIS i k 10 FEET FOR 20' DOUBLE WIDI COACIMS 12 FEET FOR 44'.14'. t 22' DOUILS WID1 COACHES i 4. Dolt T?jn1 WIDS COAICIIES, FOLLOW !AMI PLACEMENT PATT'SRN AN SHOWN ON THE COACH. S. FOR ANY COACH ITZ1 OTHIR THAN AS SHOWN ON THIS PLAN OR REFERENCED ADC LAYOUT SHALL BS RSVISWID AND APPROVED BY DONALD IL THARP «ASSOCIATE! REAM SIZE NOTES: 1 r� • 1. $FACING 111OWN ON THIS PLAN ARE FOR COACHIS WITH 10 INCH AND I1 INCH D CORRUGATED BEAMS. 2. ANY OTHER 1 INCH BEAM IS NOT TO CANTRIVER MORE THAN 4.0 FEET ON EACH El; AND !PACING OF SSDIMIC PIERS CAN NOT EXCEED 13.5 FIST. �x�11►/Rxn1 Ipxw<<rww. Mh�M• #AIIN Aso wim rvto- Ste. KU`S 11mt Vomc7 TO C4*RtC110',^ rK nl) . R (� LEI !'t"' "y ('''`� i- �"`'i . rRwn r wwww+ uT "pYwuW S►w I+w a"i ON It* ti Up LE 't C b•: i �` A vwo'w""" of hww4,0 r,4 Co n w 1 00"O"M"s* Drn;N:Nt Ov CCOES AND StApWA*[)R �j ff LL Ih;, "on A wwlrlpl txpkw& ...r�d� �� RENEWAL OF STATE 811Amim'