HomeMy WebLinkAboutgrading NICHOLS STREET MANUFACTURED HOME APN: 2
� UNDEVELLOPEDOPED PAR
PROJECT SITE SITE PLAN \
AC PAVEMENT 20 \ \
\ \ \ ROW \
40
CITY OF LA E ELSINORE ROW
\ � S67 3248
PLANNI G DIVISION
Sat?
.w
PERMIT#2 -2020-0046 20 ne//e
Street
DATE::,,12/09/ 020 11:07:31 AM PL 20 \c PAVEMENT
c/l'ic/i fas A yfl- essen S6j 32gs„w \
APPROVED 88.88'
VICINITY MAP '�_ EX. MAIL BOX
NOT TO SCALE
5 PROTECT IN PLACE
20 `
APN: 378-183-025
UNDEVELOPED PARCEL 10 23
ROW J
SITE DATA BARE GROUND 7 \ \
SITE AREA: t9,442 S.F.
Singl family dwellings shall provide
11
ZONIN AC)G: R1 SETBACK LINE (TYP.) ' co Crete p \ad area /3'-0" x T-0"/
ZONIN
�
2' WIDE
APN #: 378-183-024 a LANDSCAPE ad' cent to welling and screened
All side and rear property lines shall h fr public view for the storage of
rnN J 3' WIDE CONC. c' y trash barrels.
BUILDING AREA be fenced. Adjacent to a street �N -' 50 �(II(p(L m WALKWAY
3 BEDROOM, 2 BATHS n (/)
MANUFACTURED HOME: 1,166 S.F. right-of-way required fences shall be
PORCH: 140 S.F.
GARAGE: ±400 S.F. constructed of decorative block, 14 fro APN: 378-183-012
brick, or stucco with pilasters spaced 19 20\ / UNDEVELOPED PARCEL
OWNER/DEVELOPER v
Gary 7 = BARE GROUND
STOVALL HARRY J every 30 ft. Minimum fence height FFc g'e
STOV4710 DO OLGAMIG W shall be 6 ft. Wood fencing shall be 400 �464
4710 DON MIGUEL DR ;' S.F
LOS ANGELES, CA 90008 6 � 14
treated with stain, paint, or water 20
seal. PCrch 14',4.1
BASIS OF BEARINGS 5�' PL
THE CENTER LINE OF SANNELLE STREET BETWEEN TWO FOUND P.L'S AS SHOWN ON THIS EXHIBIT �..LL D .D
BEING N6132'49"E PER RS 93/28. r ° r --p----------- ----- -
r —---------
BASIS - ° 5
BASIS OF ELEVATION:
TWO HOUR STATIC CPS OCCUPATION AT M-1 SHOWN HEREON POST PROCESSED BY NGS "OPUS" SOLUTION.
20
o D
ELEVATION = 1472.54 NAVD 88 EX. IRRIGATION
Front yard landscape plans shall be % 2' WIDE AC PROTECT IN PLACE
TEMPORARY BENCH MARK (TBM) SHOWN HEREON. % r 4. DRIVEWAY 20
ELEVATION = 1475.19 submitted, approved and installed D.
..°2' WIDE V
ROW
D
LANDSCAPE -
MONUMENTS SHOWN HEREON ARE FOUND AS PER RS 93/28. prior to receiving final sign
BEARINGS AND DISTANCES ARE RECORD AND MEASURED AS PER RS 93/28. Offs/certificate Of Occupancy. 8996 7�l D
— — OH_— I42°29'28"E — — — — — 'o D — — —)
EX. POWER POLE
PROTECT IN PLACE
EX. MAIL BOX 20
PROTECT IN PLACE
AC PAVEMENT EX. POWER POLE
PROTECT IN PLACE
EX. TREE
Nichols Street PROTECT IN PLACE 40
N42°29'28"E - _ -
319.62'
o io zo
AC PAVEMENT
5 15 20
SCALE: 1"=10'
- �ROW
T - -
- -
MARK REVISIONS APPR. DA E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QROFESS/of, SCALE: 1" = 10' SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE DOST ENGINEERING �o \D o DESIGN: CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE �Q OS, °y
PLANNING,DESIGN&CONSTRUCTION SUPPORT Q T c DRAWN:
SITE PLANS FOR:
C-81086
CHECKED: BENCH MARK: OF SHEETS
REMON HABIB, RCE No. 83156 DATE PREPARED BY: s 'In,
In, � APPROVED: MANUFACTURED HOME APN 378-183-024 FILE No.
CITY ENGINEER qTF OF CAV DATE:AUGUST 12, 2020
CITY OF LAKE ELSINORE FARID DOST, RCE No. 81086 DATE:
GENERAL NOTES:
1. TION OF ANY
NICHOLS STREET MANUFACTURED HOME \ \ UNDERGROUND
GRONDUTI UTILITY
THE OR EXISTENCE SHOWN
THESE
\ UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS
PRELIMINARY GRADING PLAN AC PAVEMENT \ BY THE CITY LAKE E DOES NOT CONSTITUTER REPRESENTATION AS
E TO THE ACCURACY
COMPLETENESS
OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE
OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE
_ WITHIN THE LIMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE
\ ROW \ \ ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,
PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY
UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE
PL/DAYLIGHT LINE -- ROW REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY
THE CONTRACTOR,AT HIS EXPENSE.
\ 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR
PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF
20 a' \ RIVERSIDE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH
n THESE STANDARDS AND CODES AT ALL TIMES.
/ A 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,
2' 0-10' �`' FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR
PROPOSED SURFACE INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:OOAM
EXISTING GROUND - 0 ���et \ AND 4:OOPM,MONDAY THROUGH THURSDAY.
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH
VEGETATED 1 MPX PL/DAYLIGHT LINE CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING
SWALE F�L�". 2 _III III— O CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS
III—III— REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK
_ STOPPAGE.
III —I —III— k 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE
III III DRAINAGE SWALE ,� REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION.
EX. MAIL BOX 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
N PL DAYLIGHT LINE PROTECT IN PLACE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL
/ UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO
1450 \ BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND
SECTION A-A 9+ / 74SS PRIOR SERVICE ALERT BEG BEGINNING WORK.
1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS
NOT TO SCALE / TOP OF SLOPE 1 0 \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.
o _ RpW CONTRACTOR MUST INFORM THE CITYOF LAKE ELSINORE OF CONSTRUCTION
SCHEDULE,PRIOR TO BEGINNING CONSTRUCTION.
8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO
SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES,
PL/DAYLIGHT LINE�� ° SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION.
/ 9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AFFECTED BY THE
�}
0-18' PROPOSED IN R NTS MUST POTHOLED AND ELEVATIONS VERIFIED
2, / PRIOR TO CONSTRUCTION.
N.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF
PL/DAYLIGHT LINE ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL
PROPOSED SURFACE BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR
IIIF7 EXISTING GROUND / / \ 10. ALL EXISTING MON MENTATION DISTURBED OR DESTROYA PROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE ED DURING
<<' VEGETATEDCONSTRUCTION SHALL BE
III— ?1 MA REPLACED
SWALE / �O / THHE CITY ENGINEER.C NTERLLI E TIES ARE TO BE FURN SHED TOT Y
TOP OF SLOPE THE CITY
"1" O 1 MAX '
— ' DRAINAGE SWALE ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS
GRANTED.
11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION
i WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID
CO I e PERMIT,THE CONTRACTOR MUST PROVIDE THE CITY ENGINEER WITH
CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC
IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB
SECTION B-B A q' 1p ° 0a� I SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN
/ jj r I APPROVED SET OF IMPROVEMENT PLANS.
NOT TO SCALE /1
�` Q� F age I
PL/DAYLIGHT LINE / 64 i \ GRADING QUANTITIES
/ o
I CUT QUANTITIES 5 CY
2 I = FILL QUANTITIES 999 CY
/ o
IMPORT/EXPORT 994 CY
NICHOLS STREE PL/DAYLIGHT LINE r ° `° I \ MAX CUT SLOPE RATIO (2:1MAX)
PROPOSED SURFACE/ VEGETATED EX. DIRT AC PAVEMENT --'"--"- --- — -v i J PL DAYLIGHT LINE\ MAX FILL SLOPE RATIO (21 MAX)
LANDSCAPE SWALE SHOULDER g LL r I /
14>0 \
_ I
-_ °PR. SLOPE LL10% W v
DAYLIGH T LINE
ROW
PL "
/
C4
o
r
r r
SECTION C-C °
NOT TO SCALE — — —
PROPOSED SURFACE
17' TO 25' DRAINAGE SWALE 0 10 20
PL/DAYLIGHT LINE PROPOSED SURFACE 20 \PL/DAYLIGHT LINE AC VEMENT EX. POWER POLE 5 to
PROTECT IN PLACE
EX. SHOULDER, 2:1 �\ ,Z.1 MPx Nichols Stre t - - - - - - - - SCALE: 1"=10'
SANNELLE STREET III (IIIIIIII v
IMPORTANT NOTICE
AC PAVEMENT IIIIIIII IIIIIIII
AC PAVEMENT SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
III III BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER
CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-422-4133 Know what's below.
SECTION D-D _ _ - - TWO WORKING DAYS BEFORE YOU DIG
— — — — — — — Call before you dig.
MARK
c NOT TO SCALE
M RY\ REVISIONS APPR. ATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QROFESS/pN9 SCALE: 1" = 10' SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE DOST ENGINEERING �o �D o DESIGN: CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE he OS, �y
PLANNING,DESIGN&CONSTRUCTION SUPPORT Q T c DRAWN:
PRELIMINARY GRADING PLAN FOR:
C-81086 "-,
CHECKED: BENCH MARK: OF SHEETS
REMON HABIB, RCE No. 83156 DATE PREPARED BY: �1V1` �� APPROVED: MANUFACTURED HOME APN 378-183-024 FILE No.
CITY ENGINEER qTF OF CAE�E�Q DATE:AUGUST 12, 2020
CITY OF LAKE ELSINORE FARID DOST, RCE No. 81086 DATE:
... ......................._
DocuSign Envelope ID: D307609F-5139-423F-A64B-A007D6CF3AA0
Martinsville 3 Bedrooms, Z Baths
Canyon Lake SeriesAMA Approx.ON 1 ,3 06 5q,. Ft.
1 -600-750-6796 www.Mobi[eHomesOnMain.com T `1 -800-750-6796 - www.MobileHomesOnMain.com.com
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AREA ALTERNATE All
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Mobile Homes On Main 20
--•---------------------------------------------------- 8355 E.Main Street
1
'+i�6rile Homes on Main to build my house,per this !an r Mesa,Arizona 85207 Main Street
X 12/17�2019{ 4:57 PM MST
r ' N
4DBB87EB9E23479_CUStOmer SlgnatUre I Date ' 202
--------------------------------------------------------
Important:Due to our policy of consistant improvement,all information in our brochures may vary from actual home.The right is reserved to make changes at any time,without notice or obligation,in colors,materials,
specifications,processes,and models.All dimensions and square footage calculations are nominal and approximate figures_Please check with your sales person for specific and current information.
Last Updated: 8-19-19
DocuSign Envelope ID: D307609F-5139-423F-A64B-A007D6CF3AA0
CANYON LAKE SERIES
1 -800-750-8796
www.Mo[7ileHome5OnMain.com
8355 E. Main Street, Meca, AZ 85207
ON MAIN Local: 480-380-5020 Fax:480-380-9221
CONSTRUCTION&EXTERIOR: • 1&.1 CF Refrigerator
• Insulation:R21-1 1-1 1 (R28-11-11 model specific) • Stainless Steel 6"Deep 5lnk
• Exterior Window Trim T/0 • 4"Laminate 5/5plash-Master Bath
• Allura-Fiber Cement • 4"Laminate B/Splash-Guest Bath
• Exterior Vertical Siding • 4"Laminate B/splash-Kitchen
• Roof Pitch:4:12(5W)&3:12(DW) • Kitchen 3-poor Pantry(model specific)
• 12"Front Overhang • Cabinet Doors:Shaker(paper-wrap)Drawer Bank(3 drawers)-Kitchen
• Roof Load 20LD • 12"Shelf Over Refer
• Awning Ready • Cabinet Hardware-Nickel Round Knobs Side-Mount Drawer Guides
• 1 Year Limited Warranty • Concealed Cabinet Door Hinges
Eaves&Overhang • White-Lined Overhead Cabinets
12' 14'&15'Wide - White-Lined Base Cabinets
• Optional 4",G"or 12"5ide Eaves • Wire Utility Shelf
• Optional 12"Rear Overhang
z0'A 24'WicleGUEST BATHROOM:
- Optional 6"or 12"Side Eaves • 1-pc Fiberglass Tub/Shower
• Optional 12"Rear Overhang • Single Lever Faucet/Diverter-Chrome
28 Wide • Towel BarITissueHolder-Chrome
• Standard G"5ide Eaves • Porcelain Lavy Bowl
• Optional 12"Side Eaves • Exhaust Fan
• Optional 12"Rear Overhang • Mirror with polished edge
30'Wide • Hollywood Bar Light
• Nominal 4"Side Eaves-STD
• Optional 12"Rear Overhang MASTER BATHROOM:
• 1-pc 60"Fiberglass Tub/Shower
000R5&WINDOWS: - Single Lever Faucet/Diverter-Chrome
• 36"6-Panel Fiberglass Entry Door - Towel Bar/Tissue Holder-Chrome
- 36"6-Panel Fiberglass Rear Door • Porcelain Single Lavy Bowl
• Low-E Vinyl - Exhaust Fan w/Switch
• DIG Tempered Glass Windows T/O • Mirror with polished edge
• 2-Panel Interior Doors T/O • Hollywood Bar Light
• (2)Mortised Door Hinges-Nickel • 36"High Vanity
• Tulip Interior Door Knobs-Nickel
ELECTRIC-PLUMBING-HEATING-UTILITY:
INTERIOR: 100 Amp Service
• Knockdown Ceiling Rocker Switches Throughout
• Closet-White Vinyl Dual USB Recept-Kitchen
• Mini Blinds T/O 1"Aluminum Interior Panel Box
• Rebond Carpet Pad Furnace:56 BTU
• Small Door Casing 29 Gal Gas Water Heater
• Tape&Texture-Wet Areas Shut-Off Valves Throughout
• Tape&Texture—Living Areas Plumb&Wire for Washer&Gas Dryer
• Square Interior Corners-T/O Canyon Lake Lighting PKG:
• 1-LT DOMED CHANDELIER-Qty.1
KITCHEN&CABINETRY: EXTERIOR LIGHT-Oty.2
• Single Lever Faucet wl5pray-Chrome (5)6"CEILING LIGHT(BRUSHED Nickel)-KITCHEN(2),HALLWAY(1),
• F/S Gas Range 30" Master Bath(1),Guest Bath(1)
• Walk-in closet if Applicable Hollywood Bar Light-Qty.2
Ds Master Bath(1),Guest Bath(1)
Customer Initials&Date
Cy 12/17/2019 � '�4:57 PM MST FKAR7 r �E5
Awarded MHI manufacturer of the year,Cavco is a leading builder of manufactured ;, 4 ,�
homes in the US. Founded in 1965,the company's re reputation for quality,value and ' storm
a orxratcA '
P q Y r
service is considered among the best in the industry. Thank you for making Mobile ; ;
Homes on Main and Cavco Homes your choice of home builder. ; AV
^"
�Df1��3IPrl � , t ,
Last Updated: 10-9-19
- r
' ---------------------------------------------
Important:Due to our policy of continuing improvement,all information in our brochures may vary from actual home.The right is reserved to make changes at any time,without notice or
obligation,in colors,materials,specifications,processes,and models.All dimensions and square footage calculations are nominal and approximate figures.Please check with your sales
person for specific and current information.
INTRODUCTION Simp Section -
These drawings show foundation details wroth are applicable to homes produced by 16 Ary compaction materal under the hexne must be clean fill and must be 17 x 56 max 15-13"X t56'max 17 x 76 max 14'X 76 max 16-6'x 76'max
Fleetwood Homes Inc Tne inundation plan sronwn is general are is to he a4•uived compacted per local requirements be+ore pads or footings are placesrpoured. RII PLATE ETldwal Sidewaal ErKtoo 1 SideYall EridAAall Sidewal•EntiAial Sjtlev all i Endwdl ,Side'�dl
to meet the specr6c home being installed, The Moor plan for the home is included in
the Installation Manual provided watt'each home. The manual.floor pier and these 17 Compacted Class 2 Aggregate Base pr T Ile §1334 5(d) FOOL width 20 12 18 12 24 12 24 12 24 12
details must be used together to establish dimensions and loads for the fa:rdation Gravel sand or crushed stone to feelings shall be washed and well graded. The maximum size 2-ZX TREATED SLL I TOE4FASTFN RIM PLATF
stone shall not exceed 314 Sand shot be coarse not smaller than 1l16'gmns C.n shed stone SIDEWALL OR SFF"SIDFYIAII OR ENDWALL PLATE(SEE TABLE MtD �TO SILL PLATE WITH 16d FOoOng DOpTh 8 8 8 8 8 8 8 8 8 8
Where the word'MAX'is used with a dimension.any distance up to b<rt cal ENDWALL CONNECTION"DETAIL CONNECTION NOTESI NAILS AT 12'C.C.
exceeding the dimension may be used. Several allemate construction methods are shall have a max sue of V7' Caravel.sand or stone shall be free from rxganc clayey:x silly sc,a„ 5' Return 18K8 16X8
shown. Any combination of alternates may be used from within those for the design 18 Each place of lumber and plywood less than 6"from the surrounding soil shell � Anchor Bolt Spacing42 72 52 72 32 72 36 72 42 72
bads applicable to the construction silo Foundation system details used shad be be cut from material that has the Vlowmg inloffration pdamanontly affixod 3V OSB CLC9"siE STRIP TP 37 Spac rig (1) 20 72 24 72 14 72 16 72 20 72
campat ble arth local sal conditions FLOOR JOIST
a Trademark or inspection agency approved by American Lumber Standards ' ' • cR slLPsotl TP r Closure StripBall Spacing(2 25 20 3 16 2 20 25 16 2.5 18
Committee;ALSC WHERE OCCURS ISEE TABLE AND
These design drawings are supplemental to the Installation Manual. Details and t CONNF'TIO01 NOTES; Dbl. Sill Plate Nail Spacing(3 6 40 6 32 4 40 4 32 4 32
dimensions of other types of foundations in the manual are riot applicable 1D this design b Applicable American Wood Preservers Assoc,at►on tAYJPAj standard
Lumbe► ca CAULKI LNG ANDAOR Sidewall or Endwalf
CiENFRAI N(ITFS Plywood C-9 CAULKING TRIM
FINISH )
SIDING OR TRIM AS IL v Double Section
1 Condfacfor shah verily site conditions and all dimensions pror m starting work. a Year of treatment REQUIRED FOR I A I 23-4'x 56 max 26-8'x 76'min
Notify owner of any discrepancies. d. Exposure Conditions.......Ground Contact WEATHER PROOF SEAL 24'x 76'max
31'-0"x 56'max 31'-0"x 76'max
2 All work shall cunfom to the requirements of this design and of Tne braiding code a Type of treatment ,.,.AC or equivalent - r — — —— — —
Endtval Sideviel Endlovall Sidewall EndAeN Sidevrel
adopted by the agency having juhsdicbon. - r
f. Moisture Limitation........Dry or KDAT I __ Footinglovidth 12 12 16 12 18 12
3 The ground surface ad,acent to the home shall be sloped away from the structure g- Treatment company and locatior 1-04 CONTINUCIUS Footirxj Depth 8 8 8 8 8 8
with a fall of at least 6"for the first 10' Provrs.ons shall be made lor drainage to F iNINSH 8'MN. f REBAR _ OUTRIGGER OR BEAM
h. Lumber grade markings by ar approved grading agency to identify �species ;; E - Anc
hor BOIL Spacing 70 70 50 72 50 72
prevent accumulation M surface water and grade for struclural purposes I I — — - — - WHERE OCCURS t -n$ -
— TP 37 Spacing(1) 32 62 24 72 24 62
4 Provide an 18"x 24"access to ell under-floor areas. Provide under-floor Wert area 19 Where lumber is cut after Vestment the cut surface shall be brushcoated with no L
ventilation of not less than I square ba for each 150 square feet cf under-loor less than 3 percent solution of the same Voservativk used in the original 0ealinent \/ Cbslre Strip Nail 2 8 3 8 3 8
area. Veriblarjon ooenn s shall be covered nor ttvair he rot and AidM Arth a o shall be field Nested in conformance with AVJPA standard M4 02 usin a ♦r 516'ANCHOR BOLT Dbl. Sill Plate Nail$ CI 3 16 6 20 $ 16
g g . i\/� \
perforated(114"max opening)corrosion and weather-esistant covering. solution of copper rephthenatm mntairrng a minimum o1 2 percent ooppor metal 3\;MAx (SEE TABLE)VV VWLSHER
5 For multi-section homes,matingline �ers shall be located dire-'t below 20 All fasteners and structure metal connectors in contact ruith treated lumber,shall / //`//
F h ^d9e / ♦ 1T MIN. RIM PLATE Triple Secbcn
be stainless steel or as recommended by the fastener or connector manutadrrer \ �,2•MIN � 8"THICK CONCRETE OR MASONARY - ---
beam support columns —Support post column locations are shown on the floor \ %\
plan of the house by LJ - 21-These foundation drawings comply with the requirements of HUD Haricibook 4930 3 STEMVYALL(SEE NOTES) 36-U"x 56'max 42'-0 x 56'rttax 46'6"x 56 nTBuc 36'-0"x 7$'max 42-0"X 76 max 46 v x 76'max
(Permanent Foundaton Guide For Manufactured Housing)foundation Type C2. 04 REBARS Endwel SidewOM Endwell Sldew_ra_II Endwall Sidewal EndAel Sidewall Endwtal SicJews3l Endwiall SidenOl
6. Refer to the Installation Manual for ridge beam pier and main rail pier kxwiors AT 48'O.C. Food width 14 14 16 16 16 18 18 14 18 16 18 18
22.This plan meets the conditions set by 2015 CRC§301 1.3 to this engineered design \ \ \ \
and loads- Men spacing shown in the manual is less than shown here.the ,,N,r
This bundauai is not designed for expansive soil conditions wind speed up effects or ♦ / /,'' Foot Dept & 8 8 8 8 8 8 8 8 8 8 8
manual shah be followed 1-iY4 r.c1NTIN000S � - ------ -
flood loads and is not intended to use in flood hazard areas \ e 3V OSB CLOSURE Af1Ct10r SD[ aCI 70 72 70 72 72 72 52 72 52 72 52 72
REBAR END GRO55-AIEMBEF+
%. Mudsil anchors shall be installed withm 12'of each end of sill and at a spacing Foundation design complies wth Title 25§1333 \/ \/ \/ STRIP TABLE shown on the foundation plan, Mudsill anchors may be 5/8"dia bolts with g ,\ \ a \ \ \ TP 37 S j 1 32 54 32 46 32 42 24 54 24 46 24 42
2016 Edition CBClCRC.ASCE7-10 pEESS104(4 \ ORN-LEWCRnSSJ WAFR CONNECTION NOTES)
114"x3"'x3"plate washer Anchor bolts shall be set !"into concrete stem wall QP 9( / �/ /� Closure Strip Nail Spacing 2 4 6 4 6 4 5 3 6 3 6 3 5
- 115 MPH VuM YJina Speed,Exposure C 4 �L $call Nc' TORE{ENE ANCHORi)OL' � (
a Stem wish mn be buill after house is in lace. I wr.I oads T , % �/ '/ a ° / / Dbl. Sill Plate Nall Spacing(3 5 12 9 12 8 9 5 12 6 12 6 12
w 9 Fri
a AN z SILL
PLATE
TREATED Connection Notes:
Y P Roof=80 P5f max � Q� 92 3 MN�♦v SILL t�Ai[
9.Stem wall may be convene or fully g acted concrete blocks(see details). Floor=40 PSF max_ _U C70376 0
Dead Loads / \'\ - 1. Fasten Simpson TP 37 plate w10.131'x 1.5'nails.
� \ \�\ `\ '
10 Concrete shag be 2500 psi minimum at 26 days Roof=10 PSF 2, Fasten 3,'8"OSB straps w10.131"x 1.5'nails,spacing may be doubled using 2 rows of nails.
10 01 19
11.Concrete blocks shall tCnfiOrM to ASTM C-90. Blocks steal be 8' x L x height Floor o 1 O PSF 3, Fasten double sill plates wl 0.162'x 3'nails,spacing may be doubled usjng 2 rows of nails,
Exterior =1 =1 D PSF Jl9 � ��� _ 4, Jpper sill plate may be notched min.3',max.4'wide at anchor bolt location (sil plate may be single 3x With
desired for torte coridiboris. I V��- - IMDTH (Endwall Without
Chassis=12 5 Plr/Beam lF Recessed Crossmember
12 Mortar mix shall be type M«Sand conform to ASTM C270. -Seismic Criteria OF C A1-� ) min. 3',max.4"x max, 1'deep notch at anchor bolt location).
13 Masonry grout shall be t part Porliwxl Cement.3 parts sand and 2 parts 3l8'. S$=2.85 FLOOR TO STEM WALL 5. Table values are in inches.
gravel be volume mixed to pouting consistency in accordance with ASTM C476 S t =1.3 TYPICAL STEM WALL CONNECTIONS
Site Class-u / / ��
14 Reinforcing bars for concrete cr con rate block foundation shall tie deformed Seismic Design Category=E(per 2016 CSC) (/[
bars meeting ASTM"15.Grade 4C Lap all bars 24"m remum Seismic Design Category=D,(per 2016 CRC)*
15 Al lumber m oontact with concrete shall be pressure presefvative trealed or a 'As directed by the Califonia Department of Housing d Community Development.
specie approved for use directly in contact with concrete. IrvdividuN onnaote or Division of Codes&Standards.
masonry piers shall project at least V above exposed ground unless the columns Soil Bearing Pressure=1500 PSF I PORCH 94TEFUCR
or posts they support are treated wood 34r RATEO SHEATHING HOR17Of4tAl.
HELD.BnIT OR CLAM' MAN BEAM FASTEN NTH 0 113"X 2 1 r7'NAILS At 2)(A PLATE,FASTEN PLATE TO JOISTS
PIER TO kVM BEAM MATING UNE 3-O.C.EDGEi6'O.C.FIELD(SNGLESECTxi WITH R10 x T WOOD SCREWS AT
SEE FLOOR PLAIT FOR LENGTH Cs HOW MATINGSUPPO:L POST C O.C.EDGEV C.C.FELD JWATFSEC" 3 VC,C W1 SINGLE SECTION
WOOD WEDGE OR SHIM, WO C Wr DXWE SECTION
(T6-0.1MX) Will T04TLY
SEE FLOOR PLAN FOR
r-- LOCATION OF ENTRY DOOR -- M.tx CONCRETE BLOCKS
I I 1 PIER LOAD
PIRLOA FOR iSFF GENERAL NOTE 11 M STEELFRAW
I- 1 4 35 h1,;,R UAD(SEE P1FR LOAD 1ABLE;
I l PIE RING NOTES BELOW) 4'MIN PERFOPAT® NENeER
CW PIER rMY BE USED
I I I r TO EX PIPE SLOPED 317 ,EA GRAVEL TOE-NAIL WITH 3-100 tU1lS EACH
// TREATED LUMBER PAD=VNI LSS MA., l4 CPoPFiE Wild.STUDS AT 2C O.C-,
TO EXTERIOR
I TREATED LUAfiER PAC:3T50 LBs.MAX liOt18LE PA[i=/so0 LHS lA4X
S I-E_M41V i3EAL4S I OR OTHER APPROVED ANITERIAL ?•NR / OR OTHER APPROVED MATERIAL POLY ENO,(XkIBIE STUD AT PANEL
f-0' I 15 17 MN. MAXy-0 I'MN. MN 16 x 16*X50 LEIS VAX SiEET1NG JOINTS,FASTEN TOGETHER MTN Od
fr'ERIr Y SPACING ON SEE IMIII BEAM PER DETAILS I 15 b'IAA%_ MN 18 X 18•t5b)LBS WLK. -y /
I Hr_NEI FOR SPACING AM PER LOAM I I SIUEVM Litli}i ,.: N,AILSAT6'O.C-
n r, r, r, i 1 SINGLE SECTION
6*Max :.
_..
�— _� i HOMES F IV%% _ ... -. ra,OF
L-- 1 J i �' SL1RFiOl1NONG 9]l SURROUNDING SOIL \ \\\/ SAND` • ' .. \\/
GRAvEI BASE. ISEE GENERAL NOTE 17; //\�/�\ '� . ' \
F iiPP CA81F j\/ /\\/\\/\\ • /\\/
GRAVFt 11ASf. ISFE aNERALNCTE 17 y
4 SEE FLOOR PLAN�OFt LErI�GTHOFHOW METHOD - 1 METHOD - 3
r--�
I DCUeIE PAD Notes:
---- - ------------ --- - thorn lh� �`I i S1 IM vrEDGLLTIGGHTLY �oHN�clpl�itlENsiDEF1 1- Porch may be 2. When enclosed,slope so and graysed by el at le skirting or may be open.
_ i__ __ i _ CCO*K.URAn,.f,
I I _ ' -----d ----� L21 I DIMENSION
L TO least 1"per foot for drainage.
s�ELAAANeF?MS 35Nwx T /�flfE►aTalGiitlF PORCH DETAIL
l A kWRIFw SPACING ON SEE MAIN HEAfA PER CETALS fill
1AA)C HO►EI FOR SPACING AND PER LOADS t r------- ------1
I
I 7 J'MN I MA:S 7-T 2'MIN.INA)(SA►E
I I B a A, 31'fi•MAK. i StCEWALL�£IGHi CCNCRET�9Llx:KS
THIGCNESS OF FODnNG1 +- (SEE G'ENFRAL NOTE 11 AND
I SEE MATING LINE PIFRINGWITFSPROW) SIV;LLI'r_ ODOMFpart
PIER DETAILSAAA TREATED LUMBER PADS
1 I fNN.'NCIrJESS (MIN 2 X 12 X 24"SPF/HF#2 OR BETTER)
'SEE FOOTING TSEEABLE'i
i3ONCRETE
- — LOCATION
TIONOFENTPLAN Y MULTI-SECTION ''°" FOOTING CAPACITY (1)
LOCJ4TIpN Of ENTRY COOK SEE FOOTING MANUFACTURED HOME,n17B:LE HOME
HOMES CAPACITY
TABLE l 4DATIo1 S1 STEM
SEE FLOOR PLAN FOR LENGTH i F HOW
METHOD -2 Footing Thickness for HEALTH AND SAFETY CDDE,SBCTIc 1/331
Footing g Load (Ibs ) Block Piers(2) AWttovFA
PIER DETAILS Size(in)
806 16x16
12 X 12 1500 N/A N/A O VA OMISSIONS DM NOT AUT OR DEVIATION FR0 1 ANY,F
35 h1AT:
MAIN BEAM PIER LOADS 12 x 20 2500 6 in N/A
l i STEEL MAIN BEAMS I I I � APPLICABLE SfA'rL LAWS AND K[tiILAIIONS
I 4C (VFRIFYSPACINGtNN SEEMAIN BEAM PIER OETALS I i — Single Section Multi Section 14 x 14 2042 N/A N/A StaleorCslifi
I MAX- HOME) FOR SPACING AND PIER LOADS I Depsrment of Housin
MAX Sr,' Spacing 144" 168" 186" 144" 168" 186" g and Commwdty Development
I $ ----�-----�-----$-----�- I 16 x 16 2667 N/A N/A
t>+W �1
' IN/1_ 4 ft 1088 1208 1298 1357 1597 1760 1 - !, �fSiox OF CODES AND STANDARDS
- 94 - --__ 16 x 20 3333 6 in N/A A
-----�-----ta
--"---0—'—'-- I- Eft 1633 1813 1948 2035 2395 2640 BY �-' DATE 1-1lit
----- ----- l 8ft 2177 2417 2597 2713 3193 3520 18 x 18 3375 N/A N/A P (sr Lire)
SEE MATING LINE I 10 ft 2721 3021 3246 3392 3992 4400 P SPA. 19 - 1
� PIER DETAILS I Js-rrraN 20 x 20 4167 6 in 6 in R
This Plan Approval[ap.res
l 46-W Max
II
Floor Plan Notes. 22 x 22 5042 8 in 6 in p
A. Offset may OCCLr at either or both ends of home.see floor plan. J
l Piecing Notes: 24 x 24 60b0 8 in 6 in �A. See floor plan for minimum pier loads under ridge beam support posts.
B. Porches may be located along shdewalls or endwalls,see floor plan arn1 8. Single stack 8x16 block piers may be hollow it under 32',capacity=8000 bes. 26 x 26 7042 10 in 6 in A
l l l 0 porch details. L
C. Homes manufactured with optional 2x6
exterior walls may be shimmed C. Double stack 8x16 block piers may be hollow if under 64';capacity=16000 Ibs, 30 x 30 9375 12 in 8 in
I
I t I I SEE FLOOR PLAN FOR D. Hollow Piers must have a 4'thick solid masonry Or Concrete Gap. FLEETVVOOD HOMES,INC. TiTLE. S-iEET
I l I LOCATION OF ENTRY DOOR out at the floor. 4'shall be added to the width and length of the 36 x 36 13500 14 in 10 in
I E, Piers requiring grout must be filled with Concrete or type M a S mortar. MANUFACTURED HOME
I I foundation to accommodate 2x6 exterior wall buildout. Contractor to PROPRIETARY ANO CONFDEHTIAt
I I I I F. Refer to the Instal Footings section of the Fleetwood Installation manual for pier configurations (1) Based on 1500 PSF soil bearing pressure. These drawings and sperfxations are FOUNDATION SYSTEM
verify actual dimensions. Pi g design p n9 5 (2) Thickness assumes plain concrete footing. Dnginal proprietmy cor�dential mationalsof By Frank G NO
and pier footing des n as well as other acceptable equivalent food designs.
l L---------------_----J I D. Provide access to all under floor areas and ventilation holes i- Fleetwood Homes,Inc. Copyright 2019 by
--------------A foundation in accordance with General Note 4 above. it- -,1J:, . Fleetvooc Itomes Inc Date 4 09.19 MHC901 C