Loading...
HomeMy WebLinkAbout028-120-029224643 P, a -12 - At west end of Drobish Rd.,. Bangor (utilities for mobile home) P/�j lja7�7� I z - y M ;3 j,DUC E ITS'I.NSIDE TH,ISE,NVELOPE SIAIG LNoo,, 'oe N6 �z x L5� SEM S s S 2cwm 7A5 -7 v L 7j, Er t 10M. A OM u�a N tgjj.,v - ^ptN DEP r e�1177 :i77 -IL r Ift�MdlPd"" I Iflfnwt, �i � _ ilLl k s a.�^sa•;r-. 'h_? u.ns5* i». zm ,.;, sw: r k=ts-N .. .. ~`. '-^a�r+1.v $s. "'J"mr"':�TMFa.. �''":•? P7f`4reg'h ,.._ .. 1. Owner s hame: 2. :Assessor s Parcel Number. - 3. Installer's Name: 4. Is the site currently under permit? Yes] ' Noj') Permit No 5. Is the site an existing site? Yes[ ] No (If yes, furnish two plot plans). ...-= .,,_:tiv •r. ,.: ,,...«�=w ,...,'3„'^ :,a&^ :s: . i #Ynr r ,G`T`.'""t q e+k.'peg .,rwyv-dnev..+ '6. What is the electrical rating of the mobilehonie? D �t`Amperes. 7. What is the mob�lehome site circuit breaker rating? lab -Amperes �. X 8. 'What is the electrical rating of the mobilehome site? 16 eo Amperes » 9. 'Is the main service remote from the mobilehome site? Yes j ] No[ ] If it is what is: the rating. ©d ' Amperes: 3 40. Is there any other electric load to. be served ®by the mobilehome- site electric service � ;I (i.e. well, garage etc.)? Yes[ ] Nojj<] 'If yes, please identify the load and size: {° a) The mobile home site: Load- , :. Amperes- r b) The main service: - _ Loadk Amperes- = 11. Type of gas service at mobilehome site: Natural[ ] Propane None[ ] 12. Size of gas pipe ' at the �, mobilehome - site from the meter or tank:. al inches.. r _ ti-.. 13 What is the gas,pipe Length from the meter or tank to the mobilehome(ft ) 14. What is the mobilehome'gas demand? B T.U.* r f *(This information is no't required if the pipe length is less than 6 feet on natural gas, or less than 50 feet on propane) ` THE OTHER SIDE OF THIS FORM -MUST BE COMPLETED IN ORDER TO PROCESS THIS PERwrAPPLICATION _ : May 1995 8.5 ffi f i RJR! '1!I .4L IIV -- (;q b' AVE N` NOT F �- ,sy fol t\ t / f 4Oh'r .,sE�rc. (;q b' S �. ° 3k 1 PI 'C S. HoNCkCr ��� t\ t / f 1 - S �. ° 3k 1 PI 'C S. HoNCkCr ��� ..11Rk1. If € WHEN 110B" COACH RAS OUTRIGGERS, PICR MUST C.P. ACII�IOB T TO AN OUTRIGGER 1 1 F!". OU TL= of HOws mAeu 12', 14', OR 16' P LAN SINGLE WIDE MOBILE COACH Scale: 1" 10' WHEN MOBILE COACH HAS OUTRIGGERS C.P. ANCHOR FR MUST Bs ADJACENT TO AN. OUTRIGGER * 1 Cf. of r MARRIAGE 1JNE SUPPORT PER HANUFACWRER'S INSTALLATION INSTRUCTIONS Irm MOB112 COACH HAS QUTRIOOERS, C.P. ANCHOR PER HUST EM ADJACENT TO NOTE AN OUTRIGGIR _* 1 FT oLrruxz 1/108112 or COACH GENERAL NOTES: KL V 1S1UNS BY REFERENCE:CALTFORNIAL CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. `r'ED `-r-' '2' COACH I BEAM 1. DESIGN [AADS: 4 3'X6'X1/4' PLATECOACH SIZE VER1ftCAL LIVE LOAD LATERAL LIVE LOAD SEISMIC FLOOR WIND EXPOSURE ZONE SINGLE WIDES 30 Pef 40 Pof 70 Mph B 4 4 - 1/2• DOLTS DOUBLE WIDES 30 Paf 40 Pei 70 M h B 4 41STING MOBILISTING NDBtI ' DIAD. TRIPLE WIDES 30 Psf 40 Paf 70 MphB 4 STANDARD STEEL PIPE ►- (SCHEDULE 40) COACH BEANS COACH BEANS , 12', 18, OR 27' LENGTH 9 2. THE DESIGN LOADS SMALL BE CONSISTENT WITH ROOF LIVE [AAD, WIND LOAD, AND _C � co (T)SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AREA, o In 1 1 1- 3 3. THE HEIGHT OF THE C.P. ANCHOR PIER ,FROM THE TOP OF THE PIER TO THE BOTTOM +'CC) 4 11 LD LJ ® ® OF THE BASE, SHOULD NOT EXCEED 28 INCHES. -� i 4. ALL FOOTINGS ARE TO BE SUPPORTED BY FIRM, UNSATURATED, UNDISTURBED COHESIVE �� g �0 �t SOIL OR ASPHALT.FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE �0 4 (Ti 1• ALL AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS, L-� TFIREAD 5. STRUCTURAL STEEL: a. SHALL CONFORM TO ASTM A36 Fy = 38 KSI MINIMUM. n� �+ b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. V 1 �4 � 00 T TTT T c. SHALL BE WIELDED ACCORDING TO AWS. SPECIFICATIONS: W F-4s- �-}� 3/0 PIPSMREATE PLYWOOD i. ELECTRODES:E70 In O Y - ii.. PLATES:ASTM A38 (,.) 111. BOLTS:STANDARD ASTM A307 o LIJ. I THREADED ROD:COLD DRAWN LOW CARBON WELDABLE do �rI Co� CD L�7J1 (LX J1 d. ALL METAL COMPONENTS INCLUDING NAILS SCREWS ETC. ARE TO BE "c.� in PROTECTIVE COATED, Z Q� 3/4' ANCHOR RODS, 4 EACH 8. THE p SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN WIrIILLiAIdS E81 -RC2 � t WHEN CONDITIONS REQUIRE, OR APVED EQUIVALENT'. �„� O � Q PRE -DRILL a-10 IN, WITH A 7 THE C.P. 'ANCHOR PIER SHALL BE LISTED AND LABELED BY CERTIFIED 'TESTING AND O � of U I iI 1/2' DIAM. BIT FOR ANCHOR RODS. CONSULTING SERVICES (CTC) FOR THE FOLLOWING LOADS: � f • i I I I ®I a. LATERAL : 2840 LBS. ULTIMATE LOAD 1893 LBS. WORKING LOAD T/1 m ��++ �TDD b. VERTICAL : 6125 WORKING LOAD Q lJ 1 �+ C.P. A N l R P PIER 8. TILS SUPPORT SYSTEM[ IS FOR PLACING MANUFACTURED BUILDINGS CONSTRUCTED 0 `�+ WITH LONGPI'UDINAL OR CROSS JOINTS. 11 I i� ii 9. THIS SUPPORT SYSTEM[ PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL �j ►--4 SCALE: 1 10 PATENT PENDING SITE Wft NO EXISTING SOIL PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR SOIL,0 Li SEE NOTE 11. Z Z3 v $EE NorE10. SUPPORT SYSTEM FOR CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR :3 THE LOAD AS SHOWN ITN THE MOBILE HOME INSTALLATION INSTRUCTIONS. O� � 0 Q' 11. IN AREAS WHERE DWMRENTIAL SETTLEMENT (D.S.) CAN OCCUR, 'MANUFACTURED HOMES w e Q cv SHALL. BE READJUSTED WHEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE MANUFACTURED HOME. E --I Ln i 12. ALL MANUFACTURED REQUIRED PIERS MUST BE POSITIVELY ATTACHED TO THE CHASSIS �Li O CW BEAM AND FOUNDATION[ PAD. STANDARD PIERS MUST BE MANUFACTURED BY CENTRAL ('�-� yMt PIERS OR BE OF EQUIVALENT QUALITY. F -i --I W U L 20', 24', 26, 28, OR 32' BEAM SIZE NOTES: PLAN r DOUBLE WIDE MOBILE (COACH Scale: NOTE: i' 10' ATTACHED TO' THE CHASSIS OR FOUNDATION PAD. FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP do ASSOC. FOR APPROVAL. STANDARD ' PIER & FOOTING SPACING PER MOBILE COACH MANUFACTURER'S INSTALLATION MANUAL. Im I COACH I BEAM WITHOUT MANUFACTURER'S INSTALLATION MANUAL SPACING OF STANDARD PIERS AND PAD SUPPORTS TO BE DETERMINED BY STATE MOBILE HOMES PARK (_; J I I I T" PARKS ACT. I rl COACH SIZE NOTES: EXISTING MOBILE TEXISTIING MOBILE [ If Ct1ACN BEANS � COACH! BEAMIS I I O 3' X 3' PLATE I I I MARRIAGE UM SUPPORT PER HANUFACTUREIiB Q INSTAIIATION INSTRUCTIONS 1/4'x2'x4' 3' x 3' L"-8' MIN: ---J 12', 14', OR 16' PLAN SINGLE WIDE MOBILE COACH Scale: i" = 10' 20', 24', 26', 28', OR 32' PLAN DOUBLE WIDE MOBILE COACH Scale: 1' = 10' O Z - 3/8' x I' BOLTS BEAM SIZE NOTES: 12. THIS SYSTEM MAY BE USED WITH MASONRY BLACKS. THE BLOCKS DO NOT HAVE TO BE 'BEAM r D T FIELD DRILL HOLES ATTACHED TO' THE CHASSIS OR FOUNDATION PAD. WITH 10 INCH AND 12 INCH BEAMS OPTION OF Im I COACH I BEAM 1riDI N YO UTR COAL HA9 OUTRIGGIIL9, MUST BE ADJACM f TO C.P. ANCHOR rr IS SEE NOTE AN OUTRIGGERM _ � 1 f F? (_; J I I I T" 4 - #14 TEX STS I rl COACH SIZE NOTES: OUTUM mo� of L"-8' MIN: ---J 12', 14', OR 16' PLAN SINGLE WIDE MOBILE COACH Scale: i" = 10' 20', 24', 26', 28', OR 32' PLAN DOUBLE WIDE MOBILE COACH Scale: 1' = 10' O Z - 3/8' x I' BOLTS BEAM SIZE NOTES: 12. THIS SYSTEM MAY BE USED WITH MASONRY BLACKS. THE BLOCKS DO NOT HAVE TO BE 'BEAM kA FIELD DRILL HOLES ATTACHED TO' THE CHASSIS OR FOUNDATION PAD. WITH 10 INCH AND 12 INCH BEAMS OPTION OF COACH I BEAM 2• FOR AN 8 INCH BEAM, ADD AN ADDITIONAL ROW OF NOT CANTILEVER MORE, THAN 6 FEET. U1 4 - #14 TEX STS COACH c COACH SIZE NOTES: OR J BEAM O 3' X 3' PLATE 1. FOR TRIPLE WIDE COACHES UP TO 70 FEET IN LENGTH, USE 8 C.P. ANCHORS ANDFOLLO Q 1/4'x2'x4' 3' x 3' SAME PLACEMENT PATTERN AS SHOWN ON THE CORRESPONDING DOUBLE WIDE PLAN. N W ANGLE 3' WIDE PLATE I 2. FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, APPROVED THE PIER AND PAD LAYOUT SHALL BE REVIEWED AND APPROVED BY THARP Sc ASSOCIATES. Q0 w 4 - 1 / 2' WMCT TO CORRECTIONS NOTED 3. UNLESS APPROVED BY THARP do ASSOC.. FLOOR TO RIDGE HEIGHT NOT TO EXCEED j _ j Q Q 4 - 1/ Z' Approval does not authorize or approve cny omissions or . devlation from requirements of applicable Stat.- Cad 12 FEET FOR ALL. MOBILE COACHES. ZI.- c E„ i BOLTS ANCHOR W ►�CQW SEE NOTE PIER BEAM SIZE NOTES: 1. SPACING SHOWN ON THUS PIAN ARE FOR COACHES OR 8 INCH PACO CORRUGATED BEAMS. WITH 10 INCH AND 12 INCH BEAMS COACH I BEAM 2• FOR AN 8 INCH BEAM, ADD AN ADDITIONAL ROW OF NOT CANTILEVER MORE, THAN 6 FEET. C.P. ANCHOR PIERS, BEAM SHOULD O 3' X 3' PLATE Q W ENGINEERED TIEDOWN 61%')# ...I APPROVED Q0 4 - 1 / 2' WMCT TO CORRECTIONS NOTED j _ j Q Q BOLTS Approval does not authorize or approve cny omissions or . devlation from requirements of applicable Stat.- Cad ZI.- c W ANCHOR PIER "gulations.Cl State of Cauifornia W ►�CQW Department of Housing and Community Deve;c ..2.-,t ss co W TYPICAL BEAM C:O N N E C TI O N S DIVISION Of CODES AND STANDARDS �'-= ' r�ignaWre�— Cut'D PQ r i�-i-1 O SPA NO _,.�' F-1 00 Not to Scale �o/z/ �ooi Tit Plan Approval Expires .�..�,,�— � Q,' O /0) LO P 1� V C) O � w� PROFESS/Q�` w DATE: 09-16-99 C.P, ANCHOR PIER AND PLYWOOD STANDARD PIER NO. 004W EXP. 1 v,3 SCALE: AS SHOWN DRAWN: Y M W PAD, WHEN COACH HAS OUTRIGGERS, CD ¢L MUST BE ADJACENT TO OUTRIGGER (U x sr9T F Cl 1i JOB #: 95-36-85 Now of cALr��r ¢I _ SHEET[ , --- -- -- I �1I 0 OF I w 10-0 A I FA so +► pEP IM -A R P -S V Vl 7,j 4 �pn Mot C 0 =1 A IAr.) a F am W W,