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Home My WebLink About065-320-039 ................ ............. ....... .................. ........ ............ . ........ ...... ........... ... . ............ .. 1C PIERS k PRECAST CONCRETE PADS OUTLINE OF MOBILE COACH ° ti -a , vas wu DOUBLE WIDE MOBILE COACH Scale: I- = 10' NOTE: FOR MORE THAN TRIPLE IMIDE UNITS, SUBMIT LAYOUT TO THARP do ASSOC. FOR APPROVAL: STANDARD PIER &FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTAJAAMON MANUAL CONFIGURATION SHOWN IS THE MINIMUM NUMBER OF PADS REQUIRED. I It rm x S4 Pam= ON tea. ELEVATION aAc SCALE NOTE: THE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAINS UPON REVIEW AND APPROVAL BY THARP & ASSOC. 2 - 3/8' x 1' BOLTS FIELD DRILL HOLES OPTION OF 4 - 414 TEX STS I/4'x2'x4' ANGLE 3' WIDE 4 - 1/2' BOLTS COACH C OR J BEAM 3' x 3' PLATE SEISMIC PIER TYPICAL BEAM CONNECTIONS Not to Scole COACH 1 BEAM 3' X 3' PLATE L4 - 3/8' MAX TUBE HEIGHT BOLTS 13' SHORT TUBE Fel 14' LONG TUBE 2' DIA d - 3/8' eD 3SMIQ PIERS O & PI AST TIGHTEN CONCREPE PADS OUTLINE 3/16' PLATE OF MOBILE t0ACH CLAMP ea PICA. PTG 1 orE 1 4 LAN §INGLE WIDE MOBILE COACH Scale: 1" = 10' 11I- 3I'ANDARD PIER 5t FOOTING SPACING PVt MOBILE }TOILE MANUFACTURER'S a INSTALLATION MANUAL CONFIGURATION SHOWN IS THE MINIMUM NUMBER OF PADS REQUIRED. It rm x S4 Pam= ON tea. ELEVATION aAc SCALE NOTE: THE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAINS UPON REVIEW AND APPROVAL BY THARP & ASSOC. 2 - 3/8' x 1' BOLTS FIELD DRILL HOLES OPTION OF 4 - 414 TEX STS I/4'x2'x4' ANGLE 3' WIDE 4 - 1/2' BOLTS COACH C OR J BEAM 3' x 3' PLATE SEISMIC PIER TYPICAL BEAM CONNECTIONS Not to Scole COACH 1 BEAM 3' X 3' PLATE 12 SG IN OVERSIZE iEiR LWIPPING INSERT FF' 5/9' a 1 1/4, N.a: �} [L 8' 240 36 -1/2" --� 5/6' X 1 3/8' FLANGE STAINLESS STEEL Aqu+®R INSERT 3.5�' 4,4-4,4 WVF 1I J I PRECAST FOUNDATION PAD SCALE, I' - 1.5' VIS y 10/08/96 YMD REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 11/06/96 YIaiD 1. DESIGN LOADS: CVAC H VERTICAL LIVE LOAD LATERAL LIVE LOAD SEISMIC SIZE ROOF FLOOR WIND EXPOSURE ZONE SINI3LE WIDE 34 Paf 40 70 mph B 4 DOUBLE WIDE 30 40 pof 1 80 !'Th C 4 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AREA. 3. ALL FZfOrITNGS ARE TO BE SUPPORTED BY FIRM, UNSATURATED, UNDLS-TURBED COHESIVE SOIL., FOOTINGS ARE DESIOINED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. 4n t 4. CONCRETE: 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARLITE WEIGHT CONCRETE. 5. STRUCTURAL STEEL: a. SHALL CONFORM TO ASTM A36 F, = 36 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. C. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: i. ELECTRODES: E70 ii. PLATES: ASTM A36 iii. ANCHOR BOLTS: ASTM A307 iv. DOLTS: SAE GR5=ASTM A449=ASTM A325 "`' v. THREADED ROD: COLD DRAWN LOW CAR -DON WELDABLE d. ALL METAL NTS INCLUDING NAILS A SCREWS ETC. ARE "TO BE PROTECTIVE COATED. 6. THE PII�R AND RIDGE BEAM SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN WiLUAMS E61 -RC2 OR APPROVED EQUIVALENT AND SHALL BE LISTED AND LABELED BY CERTIFIED TESTING AND CONSULTING SERVTC.'ES (CTC) FOR THE FOLLOWING LOADS: a. LATERAL: 1700 Ibs. MAX b. VERTICAL: 13000 On. MAX 7. THIS FOUNDATION IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED WITH LONGITUDINAL OR CROSS }DINTS. O 8. TITS Ft311MDATIDN PLAN 1S DESIGNED TO BE CONSIRUC7ED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL O" PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL, SEE NOTE 11. .0 Pit 9. PRECAST CONCRETE PADS SHALL. BE PLACED ON LEVEL UNDISTURBED SOIL 00 EE 10. PAD OEUENTATION MUS"T BE AS SHOWN IN DRAWING, THIS SHEET. v] 11. IN ARIEAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOMES STTALL BE � REEADJIUSTED WHEN D.S. "EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE MANUTFACTURED HOME. 12. THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONRY BLOCK PIERS. COACH -LENGTH NOTES: 1. MIAXIMIUM LENGTH OF SINULE WIDE COACT = 68 FEET. 2, MAXIMUM LENGTH OF DOUBLE WIDE COACH = 70 FEET. ' 3. FOR TRIPLE WILE COACHES, FOLLOW SAME PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACIJ. 4. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD LAYOLIT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. i 1�4 BEAD_SIZE NOTES: 1. SPACING SHOWN ON TINS PLAN ARE FOR COACHES WITH 10" AND 12" BEAMS. 2. ANY 8" BEAM IS NOT TO CANTII EVER MORE THAN 6.0' ON EACH END OF UNIT AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 13.5'. T1 8 tlot OI`"P1 n-9 tri 3T"'�,ultica:UbuhL Ri. ' ` ,' �+ z �•. *� c� . � `i,:�.?�_�'� �I'3fti-}L� �"'tJT'x�3'3�i,T�iIiS7}.;t� a�?x2� . II L'T.3. ?�1 t 013. hE)WE) at oll t1mas amid it is 1 allaTMdlll GU }?t vGOi LIu'�wt B ert� r�l i�Ll{'eec?i?$�3� �'�30I� Practice,,- a .CA Hip—hi" x 1 gkb,sT !J:I <3.E- ?'r.riOttB QiI g /?. /°�rl Itis ::e'C g, �T T�Tii��1 Pre sw,:_'Jed, forthe ul.�'C,A'�i.CCI use 0 : T IIT KL its='Iik 31r .a't)I E L3 III 3I I'IalTi�S }.l; of j.G ya :alu gu'13xtJr-�1 B?T?lt.)IZI , Pi mbino-, & Afs:2f;rAi fL 3 J iz $i_"iSs t3v' I Qf B, u'v3. Uk-ides k,,�nd-the 1.vatiOk"3R i...Iti.LBct- It:Hl Code, ,w0"* POUNUA fw_A° i+sttw. r t*A141 ,AND SAFETY CC" SECTtOIA 1W) b/ � A P P R OV E D SUBJECT TO C-_RRECn_WtS "OTE[) aPprovel doe, ,w' outhortxe or oppro„e — orrvr39wn c• ei8vi®1te. r r gram raTT 1,. »+ne+,w of applK able State 1— r ! rPqukjq, v ? �! o $tvip CI CCilj!.rnlo -" ,N E4�mrwrow" of )tousinc and Commvnite Devalo t Z OIYISt'Jrd ^- DOESAN STANDARDS - ON ON (� By _ JcitE SPA. F^ O.. ----- QUI I / ---------------�.____� M. Date 09/10/96 EXp. 313117? r^taIsfi� As Shown �n ❑ 1 CIVI 1 i u1 . Of A�� Drawn r; Cit Job 95-36 t Sheet 4T L E'x JL RENEWAL OF STATE SUBMITTAL F o1 1 Shoots L L4 - 3/8' MAX TUBE HEIGHT BOLTS 13' SHORT TUBE 14' LONG TUBE 2' DIA d - 3/8' STO PIPE BOLTS O TIGHTEN 3/16' PLATE T❑ Igo CLAMP IN -POUNDS TORQUE 3/4' THREADED 3/16' PLATE LEGS ROD TYP or 4 ---5/16' PLATE 5/8' X 1 1/4' BOLT WITH HARDENED WASHER SEISMIC PIER Not to SC611 CP - SEISMIC PIER III - PATENT PENDING F NOTE! 180 IN -POUNDS IS EQUIVALENT TO 15 FT -POUNDS 12 SG IN OVERSIZE iEiR LWIPPING INSERT FF' 5/9' a 1 1/4, N.a: �} [L 8' 240 36 -1/2" --� 5/6' X 1 3/8' FLANGE STAINLESS STEEL Aqu+®R INSERT 3.5�' 4,4-4,4 WVF 1I J I PRECAST FOUNDATION PAD SCALE, I' - 1.5' VIS y 10/08/96 YMD REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. 11/06/96 YIaiD 1. DESIGN LOADS: CVAC H VERTICAL LIVE LOAD LATERAL LIVE LOAD SEISMIC SIZE ROOF FLOOR WIND EXPOSURE ZONE SINI3LE WIDE 34 Paf 40 70 mph B 4 DOUBLE WIDE 30 40 pof 1 80 !'Th C 4 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AREA. 3. ALL FZfOrITNGS ARE TO BE SUPPORTED BY FIRM, UNSATURATED, UNDLS-TURBED COHESIVE SOIL., FOOTINGS ARE DESIOINED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. 4n t 4. CONCRETE: 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARLITE WEIGHT CONCRETE. 5. STRUCTURAL STEEL: a. SHALL CONFORM TO ASTM A36 F, = 36 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. C. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: i. ELECTRODES: E70 ii. PLATES: ASTM A36 iii. ANCHOR BOLTS: ASTM A307 iv. DOLTS: SAE GR5=ASTM A449=ASTM A325 "`' v. THREADED ROD: COLD DRAWN LOW CAR -DON WELDABLE d. ALL METAL NTS INCLUDING NAILS A SCREWS ETC. ARE "TO BE PROTECTIVE COATED. 6. THE PII�R AND RIDGE BEAM SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN WiLUAMS E61 -RC2 OR APPROVED EQUIVALENT AND SHALL BE LISTED AND LABELED BY CERTIFIED TESTING AND CONSULTING SERVTC.'ES (CTC) FOR THE FOLLOWING LOADS: a. LATERAL: 1700 Ibs. MAX b. VERTICAL: 13000 On. MAX 7. THIS FOUNDATION IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED WITH LONGITUDINAL OR CROSS }DINTS. O 8. TITS Ft311MDATIDN PLAN 1S DESIGNED TO BE CONSIRUC7ED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL O" PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL, SEE NOTE 11. .0 Pit 9. PRECAST CONCRETE PADS SHALL. BE PLACED ON LEVEL UNDISTURBED SOIL 00 EE 10. PAD OEUENTATION MUS"T BE AS SHOWN IN DRAWING, THIS SHEET. v] 11. IN ARIEAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOMES STTALL BE � REEADJIUSTED WHEN D.S. "EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE MANUTFACTURED HOME. 12. THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONRY BLOCK PIERS. COACH -LENGTH NOTES: 1. MIAXIMIUM LENGTH OF SINULE WIDE COACT = 68 FEET. 2, MAXIMUM LENGTH OF DOUBLE WIDE COACH = 70 FEET. ' 3. FOR TRIPLE WILE COACHES, FOLLOW SAME PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACIJ. 4. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD LAYOLIT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. i 1�4 BEAD_SIZE NOTES: 1. SPACING SHOWN ON TINS PLAN ARE FOR COACHES WITH 10" AND 12" BEAMS. 2. ANY 8" BEAM IS NOT TO CANTII EVER MORE THAN 6.0' ON EACH END OF UNIT AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 13.5'. T1 8 tlot OI`"P1 n-9 tri 3T"'�,ultica:UbuhL Ri. ' ` ,' �+ z �•. *� c� . � `i,:�.?�_�'� �I'3fti-}L� �"'tJT'x�3'3�i,T�iIiS7}.;t� a�?x2� . II L'T.3. ?�1 t 013. hE)WE) at oll t1mas amid it is 1 allaTMdlll GU }?t vGOi LIu'�wt B ert� r�l i�Ll{'eec?i?$�3� �'�30I� Practice,,- a .CA Hip—hi" x 1 gkb,sT !J:I <3.E- ?'r.riOttB QiI g /?. /°�rl Itis ::e'C g, �T T�Tii��1 Pre sw,:_'Jed, forthe ul.�'C,A'�i.CCI use 0 : T IIT KL its='Iik 31r .a't)I E L3 III 3I I'IalTi�S }.l; of j.G ya :alu gu'13xtJr-�1 B?T?lt.)IZI , Pi mbino-, & Afs:2f;rAi fL 3 J iz $i_"iSs t3v' I Qf B, u'v3. Uk-ides k,,�nd-the 1.vatiOk"3R i...Iti.LBct- It:Hl Code, ,w0"* POUNUA fw_A° i+sttw. r t*A141 ,AND SAFETY CC" SECTtOIA 1W) b/ � A P P R OV E D SUBJECT TO C-_RRECn_WtS "OTE[) aPprovel doe, ,w' outhortxe or oppro„e — orrvr39wn c• ei8vi®1te. r r gram raTT 1,. »+ne+,w of applK able State 1— r ! rPqukjq, v ? �! o $tvip CI CCilj!.rnlo -" ,N E4�mrwrow" of )tousinc and Commvnite Devalo t Z OIYISt'Jrd ^- DOESAN STANDARDS - ON ON (� By _ JcitE SPA. F^ O.. ----- QUI I / ---------------�.____� M. Date 09/10/96 EXp. 313117? r^taIsfi� As Shown �n ❑ 1 CIVI 1 i u1 . Of A�� Drawn r; Cit Job 95-36 t Sheet 4T L E'x JL RENEWAL OF STATE SUBMITTAL F o1 1 Shoots L L -I q I it! it) 61 Nvp-1 �t "o C, tAG DEP 4 p 4 � ta1� •r'�i '��'i•a��3nny��$; .�._ r.'' a t��a��'t�'{�' < - t f � �7 ��"!§' '��; t.�' .1 2 - i >��r �. ". z j .r � J �'.A � , e i"tt}`��•�` a �dt,�}.iil�- ,• ,+ `' n aw' rr�. ",ik r ' i"I k� � � F f .. � -.�•i, •��" 1 iSS .• . '.. a': • o i'O , y v r,j�)Yi i"fa , Y' t}.. ! ! '.r .. .�'LFS.fL{< <;�6+..i�h, .-I �.-.�D^. 1F.' v.�n�.Yt,iC?r�. �•"` 1 i ' 2on�E Z�n!c * DC"83®61. ENTRY LINO IS STD. a4 ALBANY ONLY - SUPPORT PIERS (j :.EAPAV_ITY FOOTING SIZE CAPACITY FOOTING I_ '2000 12"x24" _ 8000n 48"x24 ( f) 4000# 24"x2411 ® 10,00® 60"x24 6000# 36"x24" uPP . �r. /7J. Z. — ;1 R O CA74Y,,r6 GOLDEN >• S@. FT ...w _ :mels pNc>� owAwiNc CARPET LAYOUT AND RIDGE IroocLrro NA.Tv TITLE BEAM FIrLD SUPPORT PIERS . L_ CONT .2wo�®•�/1I•)_---i/.?x e Fo ' 2on�E Z�n!c * DC"83®61. ENTRY LINO IS STD. a4 ALBANY ONLY - SUPPORT PIERS (j :.EAPAV_ITY FOOTING SIZE CAPACITY FOOTING I_ '2000 12"x24" _ 8000n 48"x24 ( f) 4000# 24"x2411 ® 10,00® 60"x24 6000# 36"x24" uPP . �r. ClJs9.G.IL/-9/��/%✓ 6l1�»,� �.J1 1%% PyOCW CA74Y,,r6 GOLDEN >• S@. FT ...w _ :mels pNc>� owAwiNc CARPET LAYOUT AND RIDGE IroocLrro NA.Tv TITLE BEAM FIrLD SUPPORT PIERS . N0 DRAWN Br �('�/ 9, g' '9� J, CONT .2wo�®•�/1I•)_---i/.?x /5'-.1'� ' 2on�E Z�n!c * DC"83®61. ENTRY LINO IS STD. a4 ALBANY ONLY - SUPPORT PIERS (j :.EAPAV_ITY FOOTING SIZE CAPACITY FOOTING I_ '2000 12"x24" _ 8000n 48"x24 ( f) 4000# 24"x2411 ® 10,00® 60"x24 6000# 36"x24" uPP . �r. CA74Y,,r6 GOLDEN >• S@. FT ...w _ :mels pNc>� owAwiNc CARPET LAYOUT AND RIDGE IroocLrro NA.Tv TITLE BEAM FIrLD SUPPORT PIERS . N0 DRAWN Br �('�/ 9, g' '9� J, /DAwAO { AF-lff — L--.—�—�.. . .®- - S.yN-'XGV _� If other than single wide, Mobilehome furnish Setup Model No. Year S, Width (ft.) Box Length (ft.) Tagalong or Expando Size ft. x rY (SHOW SUPPORT DETAILS BELOW) On all mobilehames manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). �]All center supports measured from front of imobilehome unless otherwise specified. (ft.) in,;) ter su port oicatio s* s* (in.) `:2 LT- tj) lwz- , f4 F-71 (f W di 11 (f t.)\(in. ) (in.) (in.) Center support footing sizes (in.) (in.) (in.) (in.) (in.) (in.) (in.) VL Poo (check one) Single 17r1 - Wood either Apressure treated or foundation grade. 2. Other' (specify) Su pTort----p (check one) Concrete block. E].-2. Other• (specify) X (it.); (in.) (in.)l (in.) th center piers areU e -r--t-han drawn above, eaw in -locations, spacing, and dimensions. 4—Tagalong or Expando,' show support details. I x -�j Typical Support (in.) Footing Size -- Max. Pier Spacing (f t.) (in.) I )—b J -- Max. Overhang 010 RU . ILDING DEPARTMEN", A P P