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HomeMy WebLinkAbout061-350-061V ti MOBILEHOME 1 MANUFACTURED HOME SUPPORT SPACING AND S12 HOME WIDTH 12" X 24" PADS ( P = 2000 lbs) 12" X 30" PADS ( P = 2500 lbs) 24" X 24" PADS ( P = 4000 lbs) 10' 5'-4" 6'-8" 10'-8" 12' 4' - 5" 5' - 6" 8' - 10" 13' 4'-1" 5'-1" 8'-2" 14' 3'-9" .4 -9. T-7" EME § 1338. Roof Live Load. (a) Every MH -unit installed shall have the capacity to resist the applicable minimum roof live load of the region in which it is installed as set forth in Table 1338-1 or as is further provided by this section. Table 1338- 1 shall apply except where either greater or lesser snow loads have been established through survey of the region, and approved by the department. At elevations above 5,000 ft., snow loads established for residential buildings by local ordinance shall apply. (1) Region I includes the following counties: Alameda, Butte, Colusa, Contra Costa, Del Norte, Glenn, 1 Humboldt, Imperial, Kings, Lake, Los Angeles, Marin, Mendocino, Merced, Monterey, Napa, Orange, i Sacramento, San Benito, San Diego, San Francisco, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Cruz, Solano, Sonoma, Stanislaus, Sutter, Ventura, Yolo. (2) Region II includes the foliowing counties: Amador, Fresno, Inyo, Kem, Modoc, Riverside, San Bernardino, Siskiyou. (3) Region III includes the following counties: Alpine, Calaveras, EI Dorado, Lassen, Madera, Mariposa, Mono, Nevada, Placer, Plumas, Shasta, Sierra, Tehama, Trinity, Tulare, Tuolumne, Yuba. (b) When an application is submitted for a permit to install an MH -unit manufactured prior to October 7,1973, or an MH -unit with a designed roof live load less than that specified in Table 1338-1 and it is known the MH - unit will be subjected to snow loads, the plans and specifications shall include a method of protecting the MH - unit from snow loads that is acceptable to the enforcement agency. When approved by the enforcement agency, a ramada may be used to protect an MH -unit which does not have the capacity to resist the minimum roof live load for the region in which it is to be installed. The ramada shall be designed to resist the minimum roof loads for the region in which it is constructed and shall be constructed pursuant to the provisions of section 1486. (c) Parks that have received approval for a snow roof load maintenance program prior to July 7, 2004, must continue the program on existing installations. However, MH -units installed after July 7, 2004, must have the capacity to resist the applicable minimum roof live loads of the region in which it is installed, as set forth in table 1338-1. (d) This section does not apply to MH -units installed prior to September 30, 1975. (e) The park owner or operator shall maintain the snow roof load maintenance program, as long as units in the park do not meet the minimum roof loads for the area. TABLE 1338-1 General Roof Live Lead Requirements for MH -Units Region I Region II Region III Elevation Roof Live Load Elevation Roof Live Load Elevation Roof Live Load All Elevations 20 psf 0-3000 ft. 20 psf 0-2000 ft. 20 psf 3001-3500 ft. 30 psf 2001-3000 ft. 30 psf r3501-5000 ft. 60 psf 3001-4000 ft 60 psf 7t7 1 4001-5000 ft. 80 psf NOTE: Authority cited: Sections 18300 and 18613, Health and Safety Code. Reference: Sections 18605 and 18613, Health and Safety Code. rki C.)� G�{�5 efel iso C) S-9 2"x -2"x 3/16" 3/8" CAD PLATED BOLT, NUT & WASHER STEEL ANGLE ---COUNTER BORED'FLUSH WITH BOTTOM - AT 8" O.C. (8) REQUIRED 1/4" STAND BASE / ASESCO ABS PAD #503 DETAIL "A" CHASSIS FRAME 36" MAX 1/4" GRIPPER PLATE e TO BOTTOM (2) REQUIRED 8 OF PAD 1/4" GRIPPER BASE 6 01/2"x 3" C.R. 1/2-13UNC-A307 x 4" LOCK PIN WITH BOLT WITH NUTS 01/8" BRIDGE (4) REQUIRED PIN or 1/2"x3" A-307 BOLT 01 1/2" SCH 40 PIPE RISER WITH o I r 01/2" ADJUSTER HOLES AND 3/8" +I ! THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO J ' 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 � 0 STEEL FRAME SEE DETAIL "A" 37" COACH "C" FRAME -- 2" CHANNEL - 1/4% 1 - 1 /4"--,, HANNEL-.1/4"x1-1/4"--,, TEK STS (2) REQUIRED t'c�� 1/4" GRIPPER PLATE 1/4" GRIPPERrfon BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6" STEEL PLATETC- 1/2" A307 BOLT M (2) REQUIRED ATTACHMENT 10. 00 --I 0 0 10.00O OK 09/16 HOLE (TYP)• STAND BASE TOP VIEW tit TUF-1 PERMANENT FOUNDATION SYSTEM Vi �1 ( 5851 FLORIN-PERKINS ROAD O,`�► G {ny� SACRAMENTO, CA .95828 G `ry FAX: (9116) 383--8807 19918 �l t -'77 COACH- l FRAME -- TEK STS (4) REQUIRED .` J J—BEAM ATTACHMENT i 1/4" GRIPPER r� BASE r 1/2 A307 BOLT (4) REQUIRED r 8" 1/2' DIA. HOLE (8) PLACES ¢ -o- 30" 30" STEEL FRAME TOP VIEW STATE APPROVAL D HOMB OBILE HOME FOUNDATION SYSTEM REALTH AND SAFETY CODE, SECTION 18551 APPROVED I SUBJECT To CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS Italy of rvilifcrn, Department of Housing and Community Development ON OF C�1DBS AND STAND DATaj% //1 _ /_ (sig) This Plm Approval WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 1 of 4 GENERAL NOTES TUF-1 1. DESIGN LOADS: CODE 2007 CBC LIVE LOAD - 30 LB. TO 100 LB. SNOW FLOOR LIVE LOAD - 40 PSF ' WIND LOAD - 85 MPH EXPOSURE "C" & 100 MPH EX. "C" SEISMIC ZONE - Ss=1.5 Fo=1.4 SDS=1.41 SITE CLASS "D" *SNOW LOAD (SEE NOTE #15) 2, THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL CONCRETE FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS SINGLE ARE DESIGNED FOR 1,500 PSF TOTAL LOAD SOIL PRESSURE, AND WIDE SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOIiABLE LOADS: HORIZONTAL VERTICAL TUF-1 2200# 6000# E -Z TIE PAD 2200# 6000# SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E=2' MIN. / 8' MAX. E= 2' MIN. / 11' MAX. S=. 6.' MIN. /22 MAX. S= 6' . MIN. / 22' MAX. VARIES TO 80' (SEE TABLE ON SHEET #3) E -i S S S_ E u u u❑❑ u I ®�ESSI���A 9 RIDGE BEAM SUPPORT AS S LLING NGOACHES UNITS ASED SCO SHOWNONST THISPAGE OF TYPICAL �o� �. -D.A, FOUNDATION PLANS. REQUIRED BY MANUFACTURER 10. , ❑ ❑ (TYPICAL) F—] ❑ ❑ a I ! Ess U i --- ------- ------ --- - -- — u 12. 8' NOM. 15. ALL MLIAL I;UMi uNEN6 AND AITACHMENI'S ITEMS SHALL 6E PRui Ec fNE I:UAILO. (�V 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT ❑ ❑ .REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF — 1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15.. TUF-1 FOUNDATION SYSTEM PROVIDES 2' NOM. PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION PVC SERIES ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY SUPPORT OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE PAD (TYP) AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT ; MOBILE HOME CHASSIS BEAMS. ARE OF STANDARD SECTION. ' ®�ESSI���A 9 EXISTINSTANG TO SEISMIC FORCES -AYAB TUF B1E S LLING NGOACHES UNITS ASED SCO SHOWNONST THISPAGE OF TYPICAL �o� �. -D.A, FOUNDATION PLANS. 10. C, THE TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD 2 I PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT ®. 791 11. OF THREE FEET. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED Ess THE F TUF-1 TS IS i0p�►���Fl��at����` THE SAMEEASOSHOWN REQUIIRED PDERREACHHUNITT a C Bf 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. (SEE SHEET #3) 15. ALL MLIAL I;UMi uNEN6 AND AITACHMENI'S ITEMS SHALL 6E PRui Ec fNE I:UAILO. (�V 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT .REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF — 1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15.. TUF-1 FOUNDATION SYSTEM PROVIDES WITH EXISTING STANDARDS REQUIRED BY COACH 5$51 vFLORIN-PERKINS ROAD MANUFACTURER & REQUIRED VERTICAL SUPPORTS MAY SACRAMENTO, CA 955828 BE REPLACED w/ A TUF-1 STANCHION. PH: (800) 38 FAX: (916) 383-5207 REV. DATE 4-30-108 STATE APPROVAL MANUFACTURED HOME/MOBILB HOME FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 185SI APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California Department of Housing and Community Development AND STANDARDS BY SPA NO. I V This Plan Approval WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 2 of 4 CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED . 1/4" GRIPPER BASE 1/2-13UNC—A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH — 0.1/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO - 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME bh 18'x 11/16" STEEL RODS or 3/4" FOUNDATION STAKES _/2___.C.C-.HOLES-__ARE_.O.F..FSET_90'. ANCHOR BOLT 3/8" CAD PLATED BOLT,. NUT & WASHER (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. \ (8) REQUIRED - i 1_1 --nC-I .I t. POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION _1 �1, 1 11 ❑ I i I 36" MAX TO BOTTOM OF PAD 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN or 1/2"x3" A-307 BOLT I �J LIGHT HEAVY -WEIGHT 6TIC PAD INSTALLATION �j 37" TUF-1 PERMANENT FOUNDATION SYSTEM 5851 FLORIN-PERKINS ROAD SACRAMENTO, CA 95828 -Z TIE PH: (800) 36 - 8831 FAX: (916).383-5207 REV. DATE 4-30-08 STATE APPROVAL MANUACTUREDHOMEIA40BILEHO FOUNDATION SYSTEM HEALTH AND SAFETY CODE. SECTION 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OB APPLICABLE STATE LAWS AND REGULATIONS c::.. Co Ca1`. _ rn2a Department of Housing and Community Development DIVISIAN OF COPS AND STANDARDS (signature) This Plan Approval Expires WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 3 of 4 -_SINGL-E�WIDE �HOME-WITH:_ROOE�-.LQADS,zTO-- -___ -- MULTI WIDE_HOME_ WITH-_ ROOF-LOADS,-ATO_-_� :- _ _ MULTI_WIDE-:_HOME-WITH-ROOF SNOW-LOAD::•OF 60 PSF AND WINDS . TO 100 MPH EXP. C _ - 30 PSF AND WINDS TO 85 MPH FXP r Fn per titin WIN1r)c Tn inn uou rvn LENGTH OF •HOME I NUMBER OF TUF-1's REQUIRED FOR HOMES TO 16' WIDE UP TO 38' 4 1" io 60' 6 �El 60'-1 "to 80' .8 1 SINGLE WIDE HOMES REQUIRE 4 - EZ TIE PADS 1 AT EACH CORNER SINGLE WIDE HOME WITH A ROOF SNOW LOAD TO 100 PSF AND WINDS TO 100 MPH EXP. C LENGTH OF HOME . INUMBER OF TUF-1's REQUIRED I FOR HOMES TO 16' WIDE UP TO 1" to 60' 8 60'-1 "to 80' . MULTI WIDE HOME WITH ROOF SNOW LOAD TO 30 PSF AND WINnG TO inn Mpw r7Yp r TOTAL NUMBER OF TUF-1's REQUIRED LENGTH OF FOR GIVEN WIDTH OF HOME HOME 24' 26' 28' 32' 1 44' UP TO 44' 4 6 66 8 44'-1" to 66'1 6 1 8 1 8 8 12 66'-1" to 801 8 1 8 1 10 1 10 14 MULTI WIDE HOME WITH ROOF SNOW LOAD TO 30 PSF AND WINnG TO inn Mpw r7Yp r NOTE: THE FOUNDATION SYSTEM IS DESIGNED FOR THE TUF-1 STANCHONS TO BE PLACED ON THE OUTSIDE CHASSIS BEAMS OF THE MULTI -WIDE HOMES. THE TOTAL NUMBER OF TUF-1 STANCHONS REQUIRED, CAN BE PLACED ON THE OUTSIDE OF THE INNER CHASSIS BEAMS AT EACH MODULE, SO LONG AS THE MAXIMUM SPACINGS. SHOWN ON SHEET #2 ARE NOT EXCEEDED. TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO 5851 FLORIN-PERKINS ROAD SACRAMENTO, CA .95828 PH: (800) 383--8831 FAX: (916) 383-5207 TOTAL NUMBER OF TUF-1's REQUIRED LENGTH OF FOR GIVEN WIDTH OF HOME HOME 24' 1 26' 28' 32' 44' UP TO 44' 6 44'-1" to 661 8 1 8 1 8 8 12 66'-i" to 801 10 1 10 1 10 1 10 14 NOTE: THE FOUNDATION SYSTEM IS DESIGNED FOR THE TUF-1 STANCHONS TO BE PLACED ON THE OUTSIDE CHASSIS BEAMS OF THE MULTI -WIDE HOMES. THE TOTAL NUMBER OF TUF-1 STANCHONS REQUIRED, CAN BE PLACED ON THE OUTSIDE OF THE INNER CHASSIS BEAMS AT EACH MODULE, SO LONG AS THE MAXIMUM SPACINGS. SHOWN ON SHEET #2 ARE NOT EXCEEDED. TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO 5851 FLORIN-PERKINS ROAD SACRAMENTO, CA .95828 PH: (800) 383--8831 FAX: (916) 383-5207 MULTI WIDE HOME WITH ROOF SNOW LOAD OF 100 PSF AND WINDS TO inn Mpu t Yp r TOTAL NUMBER OF TUF-1's REQUIRED LENGTH OF FOR GIVEN WIDTH OF HOME HOME 24' 26' 28' 32' 44' UP TO 44' 1 6 6 6 8 10 44'-1" to 66'1 8 1 10. 10 10 14 66'-1" to 801 10 1 12 12 14 18 MULTI WIDE HOME WITH ROOF SNOW LOAD OF 100 PSF AND WINDS TO inn Mpu t Yp r REV. DATE 4-30-08 STATE APPROVAL MANUFACTURED ROMEIMOBILE ROME FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED - SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPT,it',AgT,i{ CTATF T,Aw.9 ATan nAr:TT-ATTONS State of California Department of Housing and Community Developmeet , -DIVISTOX OF CODBS AND STANDARTta , i BY L_ DATE 4—(s-gnatura SPA NO. This Plan Approval Expires WAYNE T. .POLVADO, PE -LISTING NO. F94249 SHEET 4 of 4 ImggiMMREE� TOTAL NUMBER OF TUF-1's REQUIRED LENGTHOF FOR GIVEN WIDTH OF HOME HOME 24' 26' 28' 32' 44' UP TO '44' 8 8 8 10 12 44'-1" to 66'1 10 1 10 1 12 1 14 18 66'-1" to 80'1 12 1 14 14 1 16 22 REV. DATE 4-30-08 STATE APPROVAL MANUFACTURED ROMEIMOBILE ROME FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED - SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPT,it',AgT,i{ CTATF T,Aw.9 ATan nAr:TT-ATTONS State of California Department of Housing and Community Developmeet , -DIVISTOX OF CODBS AND STANDARTta , i BY L_ DATE 4—(s-gnatura SPA NO. This Plan Approval Expires WAYNE T. .POLVADO, PE -LISTING NO. F94249 SHEET 4 of 4 ImggiMMREE� 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS, HEIGHT HORIZONT46L E -Z DOWN SYSTEM OF E -Z 25" HT _TIE 1.8" DESIGN LOADS: 6000 b *WIND LOAD -- 15 PSF SEISMIC ZONE 4 �1� `►I��, �`� 21 " 1825 Ib) 1. -HIS TIE DOWN SYSTEM IS DESIG14ED TO 13E CONSTRUCTED OF C���� FAIRLY' LEVEL SITE WITH NO EXISTING SDIL PROBLEMS. ( b UINIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM 1 `10 (((Ib) SOrI BEAP!NC- f.APArrTY OF 16r)O PSF. (b) 2. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS ( b AS SHOWN IN THE "MANUFAC-URED HOME INSTALLATION INSTRUCTIONS". 1419 Ib 3, N AREAS WHERE DIFFERENTIAL. SETTLEMENT (DS) CAN OCCUR, (lb) ,AANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", (•b OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 867 �Ib� 4. THIS PIAN iS INTENDED TO BE USED FCR MANUFACTURED HOMES (lb) UP TO (3) SECTIONS IN WIDTH. CONTACT THE DESIGN ENGINEER (lb) OR DESIGNS OF MANUFACTURED HOMES OVER (3) SECTIONS WIDE. 5, STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. 6 WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATED -ASTM 6 A36. BOLTS=ASTM A307. 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS, HEIGHT HORIZONT46L VERTICAL OF E -Z 25" HT UPLIFT 1.8" 2C 1-0 Ib) 6000 b 891 ( b) 21 " 1825 Ib) 6000 b� 801 ( b 25" 1 `10 (((Ib) 6000 (b) 664 ( b 28 1419 Ib 6000 (lb) 629 (•b 36" 867 �Ib� 6000 (lb) 385 (lb) 7. ALL METAL COMPONENTS AND ATTAC.iMENT ITEMS SHALL BE PROTECTIVE COATED. $• WHERE STAND IS PLACED ON A CONCRETE S -AB, USE 1 12' CONCRETE EXPANSION.ANCHORS TO SECURE THE STEEL FRANIE O THE SLAB. THE PLASTIC BASE PADS ARE ?JOT REQUIRED. UTTE COUNT 9. ATTACHMENT METHODS FOR "C" & "J" BEAMS SHOWN Ob(L'bING DIVISI 10. THE LONG DIRECTION OF THE E -Z TIE PAD (37") MUST BE INSTALPROVED PERPENDICULAR TO THE CHASSIS BEAM. /�+� V V EXCEPTION: AT 10' WIDE M06ULES WITH 100" CHASSIS BEAM CENTERS, THE E -Z TJE A3ESCO-3US GUARD COMPANY PAD MAY BE PLACED PARALLE L WITH ?HE 5851 FLO-UN - PERXINS ROAD CHASSIS BEAM SACRANIENTO, CA 95823 P+ (800) 382-8831 FAX: (916) 383-5207 j' k SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES ~, E= 2' 61114. / 3' MAX. E= 2' MIN. / 11' MAX. rQ VARIES 10'—S0' K) EVENLY SPACED BETWEEN m E m iTr ITi0 0 r� NUMBER 21 " HT OF E -Z 25" HT RIDGE BEAM SUPPORT AS 36" HT REQUIRED BY MANUFACTURER 4 ' E] (TYPI-,AL) 0 0 4 Cl^0 co 50' m 4 w E -Z TIE SUPPORT PAD w /❑ i _ i (TYPICAL) i _ i onry Ln IJ L_J 4 CHASSIS BEAM SUPPORT PIERS --SIZE AND SPACING 3 AS REQUIRED -BY THE HOME MANUFACTURER. f 4 LENGTH OF HOME 18° HT NUMBER 21 " HT OF E -Z 25" HT TIES 28". HT 36" HT 40' 4 4 4 4 5 50' 4 4 4 4 5 60 4. 4 4 5 3 66' 4 4 4 8 3 70' 4 1 6 1 6 6 10 6 6. 6 10 TE APPROVAL SUBJECT TO CORRECTIO,* NOTED I -V"a! clots not atl horize or approve any Omission or Oubtion tom requirements of applicable State laws and tegdafim. Slate of California Ce;partment of Housing and Comnunity Development DrAISION OF CODES AND STANDARDS r SPA NO llv6AP T� at Expires cf /`'&I ej to THIS T.E D�O�N SYSTEM MEETS THE REC`IVTS 4L OF SECTION 133x=•.3 SUBSECTION (a). WAYNE T. POLVA.DO, PE—LISTING NO. 99001 SHEET 1 of 3 I 2'x2"x3/16" STL. ANGLE /- 3/8" CAD PLATED BOLT, NUT & WASHER COLNTER BORED FLUSH WITH BOT -OM (8) REQUIRED 1/4" STAND BASE ABESCO ABS PAD #503 DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1j4' GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2' SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 'A 02" SCH 40 PIPE STAND WITH TWO 41/2' ADJUSTER HOLES ABESCO ABS ?AD #503 STEEL FRAME 3/4" DIA. x 18 LG, (4) REQUIRED i / 36" MAX TO BOTTOM Ile OF PAD r 01/2"x 3". C.R. /LOCK PIN WITH 01%8" BRIDGE PIN 37„ 1E. 3,'Z ' ABESCOGIIS \Y 5351 FLORIN - SACRAN EW( 10.50 i/2" DIA, HOLE (8) PLACES �— 10.00 --{ o 0 wl i 100 09/16 ROLE (TYP)� STAND BASE TOP VIEW 1/4"x1-1/4 TEK STS (2) REQLIREI 1/4" GRIP ?ER BASE 1/2' A307 BOL (4; REOUIRED ^H "C" FRAME C-3EAM ATTACHMENT iRIPPE3 ATE iNNEL- �— COACH `J" FRAME 1/t"x1-1i4" / TEK STS i/ (4) REQUIRED �r (2)BOLT REQUIREO /4" GRIPPER BASE t- 1/2" A307 BOLT (2) REOUIRED J—BEAM ATTACHMENT E -Z TIE DOW14 SYSTEN WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET P of 3 rJ N N CSS 6D ril Lo m. LO m w to rJ D L7J m LO0 Z m 6� 18.75 30.00 -- STEEL FRAME TOP VIEW 1 1/2-0 1/2'x3/15 x2" T.S. (4) REQUIRED {4) C3 \ ----- ------- -- --- ----------------- \ SIDE VIEW �— 10.00 --{ o 0 wl i 100 09/16 ROLE (TYP)� STAND BASE TOP VIEW 1/4"x1-1/4 TEK STS (2) REQLIREI 1/4" GRIP ?ER BASE 1/2' A307 BOL (4; REOUIRED ^H "C" FRAME C-3EAM ATTACHMENT iRIPPE3 ATE iNNEL- �— COACH `J" FRAME 1/t"x1-1i4" / TEK STS i/ (4) REQUIRED �r (2)BOLT REQUIREO /4" GRIPPER BASE t- 1/2" A307 BOLT (2) REOUIRED J—BEAM ATTACHMENT E -Z TIE DOW14 SYSTEN WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET P of 3 rJ N N CSS 6D ril Lo m. LO m w to rJ D L7J m LO0 Z m 6� INSTALLATION INSTRUCTIONS E -Z TIE DOWN SYSTEM 1. PIERS MUST BE PLACED ON BEAM WITHIN 24" OF AN OUTRIGGER OR CROSS MEMBER, OTHERWISE INSTALL WEB STIFFEN ---R ON CHASSIS BEAU. 2. MAVE LEVEL THE PLACE WHERE THE PAD WILL SET, DOWN TO UNDISTURBED SOIL. ' 3. THE PAD MUST BE CENTERED BELOW THE CHASSIS BEA4. 4. REMOVE THE FOUR (4) vnl I r Ir,rr r rn unrl s rr Ir NUTS AND WASHERS FROM THE STUD BOLTS IN THE PAD AND PLACE THE PIER. THE HOLES iN THE BASE PLATE i r rn -00 IrrLl Llr�l vl ♦1111 r I I II_ S EP JI Vu OV Lr .1. RLf"L/ilrL Irl- NUTS AND YVAGHERS AND tiGHTEN DOWN. I -BEAM 5. REMOVE THE TWC (2) GRIPPER PLATES ON THE TOP OF THE PIER. S -ART THE HEISHT AVJUSTME NT BY REMOVING THE COTTER AND ADJUSTMENT PINS, PIERS 'POSSIBLE. CAN THEN TELESCOPE. RAISE THE IOP OF THE PIER UVTII_ THE PLATE IS AS CLOSE TC THE BOTTOM OF THE CHASSIS BEAM AS PLACE ADJUSTMENT PIN THRU ADJUSTMENT HOLE AND SECURE WITH THE COTTER PIN. 5. RAISE THE TOP PLATE JSING THE ADJUSTIMENT NUTS UNTIL THE PIER TOP IS TIGHT AGAINST THE BOTTOM OF THE CHASSIS BEAM, 7. PLACE THE GRIPPER PLATES OVER THE FLANGE OF THE BEAM AND TIGHTEN DOWN FIRMLY WIT. -H THE TOP NUTS. C -BEAMS AND J -BEAMS 3. HEAD OF ?IERS REQUIRES THAT TWO (2) TEK SCREWS 3E PLACED THRU THE SID= OF THE BEAM IN ADDITION TO ONE GRIPPER PLATE. . 3. FOLK (4) STEEL STAKES (SUPPLIED) ARE 10 BE DRIVEN THRU GUIDES INTO SOIL UNTIL STOPS ARE FLUSH WITH THE GUIDE. ALTERNATIVE: .(2) #12 S.M.S. OR WELD (2) #12 APIGLE IRON--" 'C1if.2"K!/I6u IL NOTE: USE STIFFNER IF OUTRIGGER OR - — --- CROSS MEMBER DD NOT OCCUR WITH:N 24" OF STANCHION (TYP) WEB STIFFENER DETAIL WAYNE T. POLVADO, PE -LISTING NO. 99001 SHEET 3 of 3 1-b cn w CID C0 r_n N S f: L bear., 2x 1��, Dpre5hure toSc ole 21ecs-2 O.C. Scale %,= 1 PC) Pout 6eJ Li -v Oc�en So, nd Poing 416=�sai-�S95 i BUTTE COUNnt BUILDING DIVISION APPROVED 4 71 mooke- I I die ca -/. California Department of Forestry and Fire Protection Butte County'Fire Department Fire Safe Requirements Permit# . Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures Pq To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 j information will be provided when the final inspection is completed. j 1273.10 Driveways R [XJ (a) All new driveway construction or an extension of an existing driveway shall comply with Public 1 Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface drive including sedans and fire [X] . The surface shall provide unobstructed access to conventional vehicles, engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and T T turnarounds. �J 1273.03 Roadway Grades I [X]. The grade for all driveways shall not exceed 15 percent Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. R 1273.04 Roadway Radius i [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Tumarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length N 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end 1 . T Revised 02/28/06 ' 1 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [Xl (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance pq (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each-- dwelling achdwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. ' [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road ( ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildings less then 30 feet from Property line: [xl If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the • following shall be required, • Class A roof ; • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback Siding from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels (XJ Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Reuuirements- Installation of Residential Fire Sprinklers [xJ If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 03/01/2006 Date Revised 02/28/06 3 Darren Read Fire Protection Planning A 0 Sfru��ural � w -wer.(ge5 Z bear+ _ - Pre5hur-e 2X 12„ to QG�ed g oc. Scale %N= 1 PC) PO ut 6 EWRONMENTAL HEALTH FE3 '12 7 Coulm CENTER DRIVE Ste( He-)(� S 416_. 60 Mob l/f I�jan m Sco'le �ro O r« 4 m =z .r 9 (�J4o e bIVA. R iIle c. SITE PLAN REVIEW APPLICATION Date: t ^ �U — ��"� AP# Permit Number (if applicable) Number APPLICANT INFORMATION Owners Name: � i Parcel Size: <. 0 1. A f it LS Owners Address: fry. /5�, . :5 7 ? _ KQ U IL'Y/ ') Telephone No.: L) Email: Situs Address: 6 L -?r Proposed Use: Residential ❑ .New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ -Temporary Travel Trailer ❑ Multi -family , Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial - ❑ .Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved , ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By%U�= A1X1;Date ' ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: M Snow Load Area: (P-00 k iu � a` o ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) El Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (Seeattached) • Flood Zone: K • Flood Panel No.: U) Oy i CO (D,4.5 L Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulbeny (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: t �_ A( - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front3Fir, db( Side 3 6 S Side Street �- Rear 3 61 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road:, ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger I ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: - ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements a Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: d Date of Approval: fl, Page: LI 2 -- Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 • � 1 F Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALan-ys\Building Permit Site Plan Reviewl.doc n Del Siemsen, TENTATIVE PARCEL MAP, AP 61-35-22 ptn., 4 parcels on the south. side of Enumclaw Rd., approx. 1200 ft. west of its intersection with Bald Rock Road." Bald Rock area. Engineer: Ron Graves and Associates Public Works conditions: q-- 3 m- - CS -96 lY` Provide two-way traversable access RS -8 -LD -I to each v y parcel from a county maintained road or state highway. 01 Access to be reserved in deeds as per county ordinance and offered for dedication on the final .map. L 3 Show 50 ft. -building setback line measured from centerline of access easement. 9 K 4 Provide road maintenance agreement./`rri✓ A� ht/�-�. 6AA (t; Show all easements of record on the final map.. Q -51--S O , Ae c VT5 Otd. 6 Provide street name. signs per requirements of the Department of Public Works prior -to recordation of the final map. i T e, 'Aid _T SffO fV4A 740 11 /4*7t 41,0,-mvst �A 0�- 7 Pay off any"assessments. Ox,LC8Pin- ) Provide cul-de-sac at the end of the street. 1'Z-f(-cG t14-9 4 -"'Pay any delinquent taxes or current taxes as required. SV' /✓Z,+ Sz- .d or- J Z - /5 -9C �i 10 Meet the requirements of the Division of Forestsry re: Timber t� Harvest Report. Oe- �2�r/r�� ��`-�d �i «G rT r� N= /Vn Planning Dept. condition: 1 All parcels are to comply with the A-5 zoning. Health Dept. cnditions: 12Y Show a 50 ft. leachfield setback from the drainage way on parcel 1. '✓ L0 �i3y Indicate on the map that areas with slopes in excess of 30 percent are unsuitable for sewage disposal. The following mitigation measures are required `14¢ Note on map: All cuts to be 2 ft. or less. 15 -Note on map: No earthwork during the rainy season. f16 Note on map: All wells, pools or water storage shall be fitted with CDF-approved drafting connections if required by CDF. SIEMSEN, TPM X1:7 All development and buildings on lots 2, 3 and 4 are to be located within 350 ft. of the southerly line of lot 1 with the remainder of lots 2, 3 and 4 to be designated as a no development area. 1$- Note on map: Recommend all buildings and mobile homes be constructed with fire resistant roofing and siding. Note on map: Recommend fencing to be limited to a minimum of 18" above ground, and maximum of 48" .ablve ground. 20 Evidence of water shall be submitted prior to recordation of final map. A. 4 Ae, We, 0 A17, r, 4 A� ey R, FA W 7AfA4AI JR? 4 'VO176' AA112 16 - A017 4WA/,4r74 . . . . . . . . . . Ale M741 70' fF e BEET aw zEdvw Ale? 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