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HomeMy WebLinkAbout025-340-076Laura J. Finefrock & Ervin D. Clark W/S Lone Tree Rd., app. 1 mi.N-of Palermo Rd.; Palermo ermitAp 90-78P,E(gil.,MH) OT-*' ELEC. GAS SUPPORT'STRUCTURE REQ/1Q COMPACTION TESTREQ. Jt3n Pdrmit #4229 7 MHI /%g Issued AlAIAL S1,f 8-1143 - MISCELLANEOUS Electric Panel ELECTRIC SERVICE DUE TO FIRE DY 378 Ld,411 TREE ROAD CLARK, FAMILY REV TRUST, RESIDENTIAL SFD-Mobile Home PFS NEW MH, PERM FNb, EX SITE(1493): 378 LONE TREE RD CLARK, ERVIN D. & LAURA J. 9 3(fo Butte County Building Division MANUFACTURED HOME SUPPORT INFORMATION Owner's name: C -LA RK A.P.# 6,25= Home Manufacturer. & A eLc T7c Manufacture Year. a0Y17 Model Number / Name: i/o/ %c.t LACY Width:o'Z 6 (ft.) Length:.:§�C_(ft.) FOOTINGS: Wood - pressure treated or foundation gradepq Other:[ SUPPORTS: Concrete block3<0theQ 1 Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or be down system specifications. Pier Footing Sizes and Locations L 8 SINGLE WIDE MULTI WIDE __ l'� N Line 1 Line 1 G v �Q� Line 2 Section 1 Line 2 3_-k'�� `N Line 1 ��---------- ----- — Line 3 Section 2 � i�� Line 2yr- Line p -------------- Line 4 (triple w� only) Section 3 Line 2 Line 1 Piers: Snow Load: A o psf Minimum size piers: / a, X 9q Snow Load requirements may be obtained at Spacing maximum: Q " http://www.upstate-ca.com/butte/butte_pounty/ From ends maximum: I Q " Insert AP #, view snow load in lower right comer. Line 2 Piers: Minimum size piers: X 30 Spacing maximum: O From ends maximum: O Line 3 Roof Loads: Minimum size piers: Location (from front): P/c_R CAPAC/T�- Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 1 Openings: Minimum size pier: [ a ] X [ a y ] Required at each side of openings over 0 "1 wide. .If3' Ir COUNTY JULi 1 2008 jEVELOPIMENT SERVICES /a ay 0 _0 I 30 ' 9'- Ry/� 17 " 6`- 011 -6 '� S6'_p„utc Aas 71/9Aas 78 c 3 4vs a .If3' Ir COUNTY JULi 1 2008 jEVELOPIMENT SERVICES It A 0 O c(' O�0 DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX SIZE: C DOES NOT INCLUDE SIDING AND ANY SET UP VARIANCE, UmITY MEASURE EN FROM THIS CORRER JOT! T A yi 994 .TODD T___L IIAZING T tiff UkF y JO14 . -11:7.9oODR 1 ----------------T r taro+Ami .T_A"j 7-w_a' wr IW FRAME 1 -BEAM ACIUAL FLANCE DEPTH OF 9.960°. CMH •Eju �•� dn"an AD o in -..A,... wew s/�R((e�AIA eades Iffiroft'. e —rmpla J.) Hat= fa b AlA`►at+on Inslr"gugs- _ mA�acad for Me en &U eldea 0 sAmn.eow Fbandadlon Reouim en Pe w - — ,1ltmle i." PPDs F2 8.) HaM Arame - A° Ralback OF t �0u Avq JUL 11 M DEVELOPMENT SERVICES Inc. 1 40-2 ,,BP -3' . �,.BP-A -• - •8P=5-' 9P-9. BUILD STEM WALL. LOWER FOR I -BEAM CLEARANCE (�8 >� 10 DOOR 3 ' r. PORCH AREA MUST BE DRAINABLE sal-tt IW FRAME 1 -BEAM ACIUAL FLANCE DEPTH OF 9.960°. CMH •Eju �•� dn"an AD o in -..A,... wew s/�R((e�AIA eades Iffiroft'. e —rmpla J.) Hat= fa b AlA`►at+on Inslr"gugs- _ mA�acad for Me en &U eldea 0 sAmn.eow Fbandadlon Reouim en Pe w - — ,1ltmle i." PPDs F2 8.) HaM Arame - A° Ralback OF t �0u Avq JUL 11 M DEVELOPMENT SERVICES Inc. d 8 DRAIN X—OVER 0 ROOF ZONES (LOAD IN,POUPIOS S(PP?ORTF.O 8Y PIER) UTILITY LOCATIONS LOCA11flN SYM DESCRIPTION DISTANCE FROM END /FROM SIDE ®20'-8n ®25'-8" 4 ELECTRICAL INLET 0 46'-11l46'-11144" @ 22'-0' 1 GAS INLET ®44'-2" ®2'-4" 2 DRAIN OUTLET CMN Manufacturin West ince ' Marlette ' 04 moi" ONE II t - a . 1L fv TOi 4 - ROOF ZONES (LOAD IN,POUPIOS S(PP?ORTF.O 8Y PIER) LOCA11flN ®23'-5" ®17'-4A 3 WATER INLET ®20'-8n ®25'-8" 4 ELECTRICAL INLET 0 46'-11l46'-11144" @ 22'-0' 5 ELECTRICAL .X—OVER ®40'-8" ®t3'-4" 6 HEAT DUCT X—OYER ®3'-3" & 52'-9" ®13'-4" LOCA11flN 30# 40# $P-1 9`U'=O" 3113 8P-2s. ®fig'=4°�.., _ - —4623 f4623� 5779 ,. v - 4: B�E c�uN� gU1LD�NC' oN1S101� THE LEGACY 5628-1101 26'-8" x 56'-0" APPROX. 1493: SQ. FT. ouNTTYIN I)EVELOPMENf SERVICES ADDENDUM TO SET STP MANUAL �t MARLETTE HOMES-��®�1��t"�� 400 W. ELM, P.O. BOX 910�,�®\40 ® �� HERMISTON, OREGON 97838 THE FOLLOWING PAGES ARE IN ADDITION TO THE SET UP MANUAL, AN ALTERNATE METHOD FOR SETTING UP A MARLETTE HOME. THIS ADDENDUM COVERS THE SET UP OF HOMES USING BOTH THE MAIN "I" .BEAMS, AND PERIMETER BLOCKING COMBINED. FOR BLOCKING THE MAIN BEAMS ONLY, USE THE SET UP MANUAL. THE PIER AND FOOTING CAPACITIES IN THIS ADDENDUM MAY BE USED WITH THE "MAIN BEAM" (ONLY) BLOCKING IN THE SET UP MANUAL ALSO. THE MINIMUM SET IS BASED ON 30 LB. MIDDLE ROOF- ZONE. SETTING TO SOUTHERN ROOF ZONE (20 PSF) IS NOT ALLOWED AS HOMES ARE BUILT TO THE MIDDLE ZONE.. PAGES, 1,. 29 AND 3 COVER 14, 289 AND 42 WIDES. PAGES 4, AND 5- COVER 169 329 AND 48 WIDES. ALL OTHER PAGES COVERS BOTH44 THROUGH 48 WIDES.- 9-5-00 TRA DESIGN REVIEW P.avlow M Inaan plgnn Door. nol mnhnnra or approva any omnusnun m delisli- ft— Nov-7, — Nov 7. 2005 DO NOT COPY This pnoe is Ilse eeeluswe propedv of T R. Amnld & Anggaatag, Inc. b is prdlor hd oy a Faders! unpuhGnhed Copyright. T'1.52 r SETUP ADDENDUM WDEX MARLETTE HOMES, HERMIISTON, OREGON PAGE 1 14 WIDES, 28 WIDES, & 42 WIDES. LOADS FOR PERIMETER, MAIN "I" BEAM, & MARRIAGE LINE BLOCKING. FOOTING SIZE CAPACITY. PAGE 2 BLOCKING EXAMPLES WITH PADS ON GROUND, FOR 14,28"& 42 WIDES. PEREAETER-BLOCK OFFSETS. PAGE 3 BLOCKING EXAMPLES WITH POURED RUNNERS, FOR i4, 28 & 42 WIDES. PERIMETER BLOCK OFF -SETS. PAGE 4 16 WIDES, 32 WIDES, & 48 WIDES. LOADS FOR PERIMETER, MAIN "I" BEAM, & MARRIAGE LINE BLOCKING. FOOTING SIZE CAPACITY. PAGE 5 BLOCKING EXAMPLES WITH PADS ON GROUND, FOR 16,32 & 48 WIDES. PERIMETER BLOCK OFF -SETS. PAGE 6 INSTRUCTIONS ON HOW TO USE FILL OUT PAGE #7 FOR INSPECTORS TO LOOK AT. PAGE 7 FORM TO FILL OUT FOR INSPECTORS TO CHECK THE SETUP TO. FOOTING SIZE CAPACITY CHART. PAGE 8 DIFFERENT PIER TYPES, AND THEIR CAPACITIES. PAGE 9 FOOTING PAD SIZES AND THEIR CAPACITIES. PAGE 10 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 11 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 12 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 13 TIE DOWN STRAPS FOR DIFFERENT PORCH CONFIGURATIONS. PAGE 14 TIE DOWN STRAPS FOR DIFFERENT PORCH CONFIGURATIONS. .PAGE 15 ATTACHING POD UNIT, BLOCKING. ATTACHING POD UNIT, TIE DOWN STRAPS. ----- -PAGE 16 INSTRUCTIONS ON USING "POCKET PENTROMETER". ��� Mop, WHERE TO PURCHASE POCKET PENTROMETER 4�`;:G�t�� e PAGE 17 TEST SHEET FOR INSPECTORS FOR THE USE OF POCKET PENTROMETER IAA DESIGN REVIEW /- HnAeri n1 Ihnd. plans dom: Mt mdhnrlia R o, approve uby urnndssiun or devialm, hom 9-25-98 the F'-., Mm=clum' Home c -m" I.- 6 Sa1e1V iinr�dlld5. Nov 7, 2005 T -1e53 .'DO NOT COPY This pap. D In. n "I" prdPeny m T.A. Arnold & Advo W.s. In. F 1u prdlhdntl by u Fed—, Unpuh!Ished Copydgnl. Q 1 C40ARLE-PrE"MOMES-PIER C6 PACI 14FT: 28 FT. 42 FT. liViDES. rIl�/�I�;`1".BEAM:PIEFZ LOAe®S. (THE ROOF LOADS DO NOT EFFECTTHE MAINBEAM LOADS.) :,PACING` 31 FOOT 2 FOOT 3 FOOT 4 FOOT 5- 6 -FOOT 4 7 FOOT 8 FOOT !IER,CAP9 412 LBS. 824 LBS. 1236 LBS. 1648 LBS. 20 L 2472 LBS: 2884 LBS.�3296 LBS. THESE FIGURES ARE GOOD FOR ALL LENGTHS OF HOMES. PBRIMETER BLOCKING" - �` rt•��ne r_nr+C CCC DAl,G'C :f7 $.i R. #5-1 RlLOAD 1 FOOT 2 FEET 3 FEET 4 FEET 5 FEET -6 FEET 7,FEET 8 FE 3500 PSF 4000 PFS 320 -7--640 960 1 1280 1600 �'1920.� 2240 .2560 (2)_12X12 400 800M2691 (2)`16X16. 1600 2000 2400 2800 3200 FLB.1 576 11522304 4805 5766 2880 3456 4032 4608 2454 736 14722944 6135 7362 3680 4416 5152 5888 2988 897 17943588 7470. 8964 4485 5382120 120 LB. LL 1761 LB. LL 1057 21144228 8805 1-0566 5285 6342 7399 8456 `i;4 alt It P T P40 �� ll ��nn�lrae�-eo�o= r-ApAhf�' F..00TING FOOTING �SO1L-BEARING;CAPACITY:(P,SF) - -- SIZE (IN.) AREA „� ,l0Q PSF_, 1500 PSF 2000 PSF 2500 PSF 3000 PSF. 3500 PSF 4000 PFS 12" X 12" 1 S.F. 1000 LBS. 1500 LBS. 2000 LBS. 2500 LBS. 3000 LBS: 3500 LBS. 4000 LBS. 1 X 16" 6" 1.78 S.F. 1778 LBS. 2667 LBS. 3556 LBS. 4450 LBS. 5333 LBS. 6230 LBS. 7112 LBS. (2)_12X12 2 S.F. 2000.LB.S. 3000 LBS. 4000 LBS1, 5000 LBS. 6000 LBS. 7000 LBS 8000 LBS. (2)`16X16. 3.56'S:F. r3555 LBS: 5333 LBS. 7111 LBS..8900 LBS. 10667 LB 12460 LBS 14221 LB is x 30 A T. FAGS MARRIAGE LINE MALLS MUST BE SUPPORTED. .SAM icn0 RAADDIIArrl` i )IVF MALL BLOCKING) FJLOAD 1 FOOT 2. FEET 3 FEET ,-4 FEET-, - 5 FEET 6 FEET 7'FE 8 FE 30 LB.L'L4 534 1068 t 1602 '--.j 2136 2670 3204 3738 4272 . 40 LB.LL 667 1334 2001' 2668 3335 4002 4669 5336 60 LB. LL 961 1922 2883 3844 4805 5766 6727 7688 80 LB. LL 1227 2454 3681 490 8 6135 7362 8589 9816 100 LB. LL 1494 2988 4482 1 5976 7470. 8964 10458 11952 120 LB. LL 1761 1- 3522.. 5283 __... 7044 8805 1-0566 12327 14088 E THE'' LTO DETERMINE THE LOADS AT EACH SIDE OF SIDEWALL OPENINGS, US ABOVE ")MARRIAGE LINE BLOCKING" CHART. r COMBINATIONS OF FOOTING SIZES -AND SPACINGS MAY BE USED IF BASED ON THE ABOVE CHARTS.��., yr . SEE NEXT PAGE FOR ADDITIONAL EXAMPLES: ;.; 1asa: 6/11/98 TAA DESIGN REVIEW Renew of )trete plain duet not aalhudea or aolth, F d. , h=W.d m d-.11. rtom the Fedemi eAanNaGurod l/omo Co imcllon 6 Selety Slit 1.,d.. NOv 7, 2005 DO NOT COPY nanpeg"omnni.e pmptmy o' T.R. Arnold L Aa Ialen. Inc. L is proieried by a Federal U,q,.bU^.hod Copyd?41. PA"C 1 PERIMETER 5-6" O.C. r MAIN BEAMS 4'.3" O.C. MARLETYE HOMES EMMPLE: 14 WIDE MODELS 30 LB. ROOF LOAD WffH 1,000 LB. SOIL BEARING, CAPACITY. P. 1 16"'A 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 1,778 Las. CA 1 16-X 16"X 4' CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS =. 1,778 LES. CAP. 14 WIDES ,l 28 WIDES, 42 WIDES. MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS 3'-4" ON CENTER 3-4" ON CeO'FR COLUMN SUPPORTS PER MODEL REQUIREMENTS - E X A M L E: 14 W IDE mm" gu" w"" I ELS 30 LB. ROOF LOAD WffH 1,000 LB. SOIL BEARING CAPACffy- 2 16-X 16-X 4- CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 3,555 LBS. CAP. 2 16-X 16-X 4" CONCRETE FOOTING.@ MAIN BEAM BLOCKING LOCATIONS = 3,555 Las. CAP. PERIMETER 8'-0" O.C. MAIN BEAMS 8'-O" O.C. 14 WIDES, 28 WIDES, 42 WIDES* MARRIAGE LINE WALL SUPPORTS MARRIAGE UNE WALL SUPPORTS 6!-7' ON CENTER 6'-7, ON CENTER . ...... - COLUMN SUPPORTS PER MODEL REQUIREMENTS. '31 WOOD FLOOR TRA DIGPIREVIEW A X 4TIMBER -PICKS UP F.—i— .1 it—a pl-. d" 11.1 'thad.,. of app'." any ommicrion at d-winq vom 2 OR 3 FLOOR JOISTS the Fade al Maturlackined lie conaltudion & Safely Slandludg. WEDGES INSTALLED SAME NOV 7, dVU3 DO NOT COPY P& DIRECTION AS TIMBER IS RUNNING. A131., TAThA'aalc'Li?.r1'6y1e`W1.d by a F.0-1 Unp.bfiw.e d C-prol. 2"X 8' -?r 16- WOOD BLOCK CONCRETE BLOCKS 8"X 16"X 4" (OR 2") CONCRETE CAP FOOTING . -1.55 p -v T 'it. HAREETYE HOMES r PEE: 14 WIDE MODELS 30 LB. BOOS LOAD WITH 1,000`1-S. SOIL BEARING CAPACITY. MIN. S 1/2" THICK CONCRETE POURED RUNNER MUST EXTEND 4" PAST BLOCKS = 2,600 LBS. CAP. SEE PAGE 101DETAIL "A". PERIMETER SAr O.C. 4' MIN. , MAIN BEAMS 6'-3" O.C. POURED RUNNER 14 WIDES 28 WIDES, 42 WIDES. J C A MARRIAGE LINE WALL SUPPORTS MARRIAGE UNE WALL SUPPORTS I W-10" ON CENTER 4'-1D" ON CENTER COLUMN SUppORTS PER MODEL REQUIREMENTS. EMMIP'LE: 14 WIDE MODELS .30 LB. RODE LOAD WITH 1,000 LB. SOIL.BEARING CAP,ACM.. ( 1 ) 16"X 16"X. 4" THICK CONCRETE BLOCK ON TOP OF MIN. 5 1/2' THICK RUNNER. MIN. 5 1/2" THICK CONCRETE POURED RUNNER MUST EXTEND 4" PAST BLOCKS = 4,000 IBS. CAP. SEF PAGE 10, DETAIL "A". 4" MIN. I PERIMETER 9-0" D.C. 0 0 0 0 0 0 o \ T m„ rm MAIN M O.C. POURED RUNNER 14 WIDES 26 WIDES, 42 WIDES. WITH ADDED - BLOCK MARRIAGE UTNE WALL SUPPORTS \ / MARRIAGE LINE WALL SUPPORTS T. " i TWITHA�- WIUH ADDED BLOCK , I BLOCK COLUMN SUPPORTS PER MODEL REQUIREMENTS. FR ... lee ) i CONCRETE BLOCK .6 F. ��N POURED RUNNER page s 1 WOOD FLOOR TAA DESIGN REVIEW 4 X 4 TIMBER PICKS UP Fi_i_ al Ihean plans does'nol ;.An.,."2 DR 3 FLOOR JOISTS or nppmvn arty mnmcsu)n m d-1.1i"n tram the Fe0erel 61anuladumd Home constmdlon s sorely Slondaras. cons WEDGES INSTALLED SAME 7, 2005 DIRECTION AS TIMBER IS RUNNING. DO NOT COPY Thio page Is the esdn"' propody of T.N. Amold 6 Aacodalos. me 8Is pml"dod by a Fadersl Unpul lishod Copyripht. p 2"X 8"X 16" WOOD BLOCK 8"X 16"X 4" (OR 2") CONCRETE CAP FR ... lee ) i CONCRETE BLOCK .6 F. ��N POURED RUNNER page s 1 16FT TRA DESIGN REVIEW N.Aew of Inure pmts docs wl eWhorite or approve eery ...iseim or tlevlation odm Ihd Fodural Manufatlurad Homo Gonalrudton G Selly Sland.do. Nov 7, 2005 DO NOT COPY iMs paQo ie Ino e:du•,iw pwpMy o1 T.R. A Md d Aasocaiec, Inc. E is proloded by a Fedora] Unpdhe;ared CopynQrd. A LETTE HOMES PIER GAPACITYS 82 FT. & 48 FT. WIDES. MAIN "I" BEAM PIER LOADS. (THE ROOF LOADS DO NOT EFFECT THE MAIN BEAM LOADS.) SPACING I FOOT .1 2 -.FOOT 113 FOOT 4 FOOT 5 FOOT 6 FOOT 7 FOOT 18 FOOT PIER CAP. 478 LBS.j 9561-135. 1,434 LBS 1,912 LBS 2,390 LBS. 2,868 LBS 3,346 LBS, 3,824 LBS THESE FIGURES ARE GOOD. FOR ALL LENGTHS OF HOMES.. FOOTING ING SIZE CAPACITY: DOTING FOOTING AREA PERIMETER BLOCKING. SOIL BEARING CAPACITY (PSF) 1500 PSF 2000 PSF 2500 PSF 3000.PSF 3500 PSF 4000 PFS IZE (IN.) (MAY BE PLACED IN FROM EDGE, SEE PAGE'S #2, #3, & #5.) 3500 LBS: 4000 LBS. 2" X 12" 1 S.F. 1 FOOT ! 2 FEET 3 FEET 4 FEET 5 FEET 6 FEES 7 FEET 8 FE IR/LOAD 30 LB.LL 360 ! 720 1080 1800. 2160 2520 28 40 LB.LL 450 ; 900 1350 2250 2700 3150 36 60 LB. LL 648 j 1296 1944 N2592 3240 3888. j 4536 51 80 LB. LL 828 1656 2484 4140 4968 5796 100 LB. LL 1008 2016 30245040 6048 7056J��8C 120 LB. LL 1188 ! 2376 3554 4752 5940 7128 8316 9: FOOTING ING SIZE CAPACITY: DOTING FOOTING AREA j 1000 PSF SOIL BEARING CAPACITY (PSF) 1500 PSF 2000 PSF 2500 PSF 3000.PSF 3500 PSF 4000 PFS IZE (IN.) 1000 LBS. 1500 LBS. 2000 LBS. 2500 LBS. 3000 LBS. 3500 LBS: 4000 LBS. 2" X 12" 1 S.F. 1778 LBS. 2667 LBS. 3556 LBS. 4450 LBS. 5333 LBS. 6230 LBS. 7112 LBS. 6" X 16" 1.78 S.F. ?) 12X12 2 S.F. 2000 LBS. 3000 LBS. 4000 LBS. 5000 LBS. 6000 LBS. 7000 LBS 8000 LBS. ?l 16X16 3.56 S.F. j 3555 LBS. 5333 LBS. 7111 LBS. 8900 LBS. 10667 LB 12460 LBS 14221 LB: MARRIAGE LIFE WALLS MUST BE SUPPORTED. ROOF LOAD FOR MARRIAGE LINE WALL BLOCKING R/LOAD 1 FOOT 2 FEET 3 FEET 4 FEET 5 FEET -6 FEET 7 FE 8 FEET 30 LB.LL 613 1226 1839 2452 3065 3678 4291 4904 40 LB.LL 767 1534 2301 3068 3835 4602 5369 6136 60 LB. LL 1104 2208 3312 4416 5520 6624 7728 8832 2822 4233 5644 7055 8466 9877 11288 80 LB. LL 1411 100 LB.L 1717 3434 5151 6868 8585 10302 12019 13736 - -120 LB.L 2024, 4048 6072 8096 10120 12144 14168 16192 TO DETERMINE THE LOADS AT EACH SIDE OF SIDEWALL OPENINGS, USE THE ABOVE "MARRIAGE LINE BLOCKING" CHART. COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY BE USED IF.BASED ON THE ABOVE CHARTS." .____..... SEE NEXT PAGE FOR ADDITIONAL EXAMPLES: ����JJ,� 6/11198 PAGE 4 T -f.57 MARLEM HOMES.. EXAMPLE: 16 WIDE MODELS 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. ' (1) 16'70 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 1,778 LBS. CAP ( 1) 16"9 16'7: 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 1,778 LBS. CAP. PERIMETER 4'-11" O.C. 1=m 0 0 0- n n n n I1 fl MAIN BEAMS 3'$" O.C. 16 WIDES 32 WADES & 48 WIDES. ou I n I u = C I i MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS I 2'-10" ON CENTER 2'-10" ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. MPLEa 16 WIE M ELS 30 LB. HOOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. ( 2) 16"X 16"9 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS =3,555 LBS• CAP. ( 2) 16"X 16"X 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 3,555 LBS. CAP. PERIMETER 8'-0" O.C. 00 o o 0 0 n MAIN BEAMS T-9" O.C. 16 WIDES, 32 WADES, & 48 WIDES. MARRIAGE LINE WALL SUPPORTS 5'-9" ON CFMFR COLUMN SUPPORTS PER MODEL REQUIREMENTS- --------------WOOD -FLOOR EQUIREMENTS•-------------WOOD-FLOOR ......_:. _ TRA DESIG 1,REVIEW 4 X 4 TIMBER PICKS UP Flevinw of Ih"a D6 m'Inas ml a 0muo 2 OR 3 FLOOR JOISTS or approve Any omminaian o. devla+Ion ham the Fodeml t.iv l and Homo conewa oA s smelt' Slanaa,da. WEDGES INSTALLED SAME Nov 7, 2 005 DIRECTION AS TIMBER : DO NOT Copy IS RUNNING. LTi•, page is Tho O:ohrmvO propony m T.R. fvnold 8 As—imes, Inc 6 is prDleaed by o Federal Drlp"Di shed CopynDm. 2"X 8"X 16" WOOD BLOCK ' I 8"X 16"X 4" (OR 2-) CONCRETE CAP MARRIAGE UNE WALL SUPPORTS 5'.9" ON CENTER DJ R u — CONCRETE BLOCKS T-1..58 FOOTING PAGE s TRA DESIGN REVIEW ' Revia, at Ihuae pians Ooau nal aNhorire or approvo arty mmrwosion or aoNatlon soon It.. Fuaurd Mur.W cl u0 H— Construction & Salely Simclaras. MARLE17E HOMES Nov 7, Zoos DO NOT COPY Thic page Ic the oxdualva prtworiy M T.R. A-16 & Assod�ec, ln. & or proletlea 400 WEST ELM, P.O. BOX 910 by a FcdcrW Unpubli.-had Copyrigm. HERMISTON, OREGON 97838 USE THE FOLLOWING PAGE TO DETERMINE THE BEST METHOD OF BLOCKING YOUR HOME, I (WITH THE FOOTINGS PLACED ON THE GROUND.) CONSIDER THE USE OF ONE VERSUS TWO 16"X 16" FOOTING BLOCKS. (1) BLOCK ON 1,000 PSF SOIL IS GOOD FOR 1,778 LBS. (2) BLOCKS ARE GOOD FOR 3,555 LBS. YOU CAN SPREAD YOUR PIER SUPPORTS FARTHER APART WITH (2), THAN YOU CAN WITH (1). STEPS TO FOLLOW TO FIND SPACING OF PIERS. 1. DETERMINE THE LBS. PER SQ. FT. THE SOIL IS GOOD FOR IF YOUR NOT AWARE OF THE SOIL PSF IN YOUR AREA, ASSUME A 1,000 PSF. 2. DETERMINE WHAT TYPE OF FOOTING WILL BE USED ON THE GROUND. PADS, (WHAT SIZE) POURED RUNNERS, (SIZE AND THICKNESS) (RE—BAR REQUIRED?) (ASSUME A POURED RUNNEP, 5 1/2" THICK, AND A MILT 24" WIDE.) (ASSUME 1,000 LB. SOIL BEARING CAPACITY.) (ASSUME USING 8"X 16"X 8" CONCRETE BLOCKS FOR A PIERS.) THIS COMBINATION IS GOOD FOR A LOAD OF 2,600 LBS. PER PAGE #10. 3. TO DETERMINE THE SPACING OF THE PIERS UNDER THE MAIN "I" BEAMS. (ASSUME A 30 LB ROOF LOAD) GO TO PAGE #1 FOR 14 WIDE FLOORS, OR PAGE #4 FOR 16 WIDE FLOORS. GO TO "MAIN BEAM PIER LOAD" CHART. FIND THE PIER SPACING WITH A LOAD JUST UNDER THE 2,600 LB. CAP. WE DETERMINED IN LINE(2)ABOVE. 6'-0" ON CENTER SHOWS 2,472 LBS. IF YOU WANT IT CLOSER, YOU CAN DIVIDE THE 1'-0" LOAD ON THAT CHART INTO THE 2,600 LB. FOOTING CAPACITY FOR THE FEET AND INCH'S. 412 2,600 = 6.311 FT. OR 6'-3" ON CENTER SPACING. 4. TO DETERM1 NE THE SPACING OF THE PIERS FOR THE PERIMETER, AND MARRIAGE LINES. FOLLOW THE STEPS IDENTIFIED IN STEP #3 ABOVE USING THE CORRESPONDING CHARTS. ANY OPENINGS IN THE SIDEWALLS 4'-0" WIDE AND OVER, MUST BE SUPPORTED AT EACH EDGE OF OPENING. THIS CAN BE DONE BY OUTRIGGERS AT THE FACTORY, OR WITH CONCRETE BLOCKS. -------------..---.— _ ._ ;TO DETERMINE THE LOAD UNDER SIDEWALL OPENINGS, USE THE SPACING SHOWN ON"THE "MARRIAGE LINE WALL BLOCKING" CHART ON PAGES #1, AND 94, THE FOOTING SIZE CAN BE DETERMINED FROM THAT. PERIMETER BLOCKING IS NOT REQUIRED UNDER SIDEWALL OPENINGS IF THE OPENINGS ARE BLOCKED UNDER EACH END. 915100 T-1.59 PAGE 6 e ' ' ------------ TAA DESIGN REVIEW F—m. d these plane Juea nol uullarize or eppove mry n..mWJon m devtnlion "Mdw ' rove Manuta:lumd liume C.m.176 Salary. Standard.. Nov 7, 2005 DO NOT COPY Thin pa o. IS tho cadusivo property al ARLETTE HOMES PIER CAPACITY T. R.by ap?o„UnPbti edCop Mlded FOOTING SIZE CAPACITY: FOOTING i FOOTING I SOIL BEARING CAPACITY (PSF) 2000 PSF 12500 PSF 13000 PSF 3500 PSF 4000 PFS j `. IZE (IN) ; AREA 1000 PSF 1500 PSF 1000 LBS. 11500 LBS. 12000 LBS. 2500 LBS. 3000 LBS. 3500 LBS: 4000 LBS. X7112 LBS. j16' X 16" 11.78 S.F. j 1778 LBS. i 2667 LBS. j 3556 LBS.. 4450 LBS. i 5333 LBS. 6000 LBS. 6230 LBS. 7000 LBS 8000 LBS. i {2) 12X12 j 2 S.F. j 2000 LBS. i 3000 LBS: ' 4000 LBS. _ 15000 LBS. � 7111 LBS. 8900 LBS. 10667 LBS. 12460 LBS. 1 4221 LBS � '(2) 16X16 13.56 S.F. j 3555 LBS. ; 5333 LBS. PRO c 4�ti� FFs LOAD ROOF LOA® \c���GINZ s� 188 . 14, 28, OR 42 (TRIPLE WIDES) CHECK ONE BOX. OR ON � 16, 32, OR 48 (TRIPLE WIDES) C F21..199��5 F. ,j (_) 16"X 16"X 4" BLOCK IN PSF SOIL = LB. CAP. (_) 16"X 16"X 4" FOOTINGS MAIN "I" BEAMS .= LB. CAP. (_) OTHER SIZE SOIL CAPACITY X SQ. FT. OF PAD = LB. CAP. CONCRETE RUfVNERS =2,600 -LBS. CAPACITY IN.1,000 LB. SOIL POURED (_) 4,000 LBS. CAPACITY -IN 1,000 LB. SOIL 0 OTHER o o PERIMETER " n c a " 0. C. MAIN'BEAMS O.C. MARRIAGE LINE WALL—'` MARRIAGE LINE WALL SUPPORTS � " ., SUPPORT ON CENTER ON CENTER I - '- -- ---' V PER MODEL REQUIREMENT _.... COLUMN-SUPPORTS BE USED IF BASED ON APPROVED COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY ADDENDUM CHARTS. T-1.60 PAGE 7 6111198 MARLETTE HOMES -ON; OREGON STEM WALL "TYPICAL =OUNDATION SYSTEM OF HOME." TYP. 24" X 24" X 24" CONCRETE FOOTINGS 24" SONA TUBES ` d 1 Mau i' STkTC v Of/V.4106 , PORCH MAX. 48" POSTS SIS PIER SUPPORTS. :APACITY. . .INE AND SIDE WALL PPORTS, 3,000 LBS. CAP. TRAPS CROSS STRAPPED. ___ -_____►L LOADING. STRAP ANCHORS ARE INSTALLED IN THE FOOTINGS AND ARE OF AN APPROVED TYPE. THE STRAPS MUST BE LISTED FOR MIN. 4,725 LBS. (CENTER SECTION ONLY.) 1. (1) A23 CUP WITH STEEL 010 SELFTAPPINGSCREWS. 2. 4" X 4" PRESSURE TREATED SUPPORT POST, MAX. 48". MIN. HF (C[ POSTS. 4S" 3. ABU 44 POST HANGER MAK 4 24^ SONO TUBE POURED T� FULL OF CONCRETE. S. 24" X 24"X 24^ CONCRETE 4$" FOOTING. MAX. 36" S. 1/2" RE -BAR FRAME INSIDE T THE SONO TUBE, SET 7" INTO 6 FOOTING WITH ET 22 APDXY. INSTALLED IN FOOTING ON A 30 DEGREE ANGLE. 1. (1) A23 CUP WITH STEEL #'10 SELF TAPPING SCREWS. T � 2. 6^ X 6" PRESSURE TREATED MAX. SUPPORT POST, MAX. 48". TOP MIN. HF ill POSTS. EW 3.. ABU 66 POST HANGER 4. 24" SONO TUBE POURED 36" FULL OF CONCRETE, 72^ 5. 24^ X 24^ X 24" CONCRETE MAX. © FOOTING. G. 112" R8 -BAR FRAME INSIDE THE SONO TUBE,SET 7^ INTO 5 FOOTING WITH ET 22 APDXY, INSTALLED IN FOOTING ON A 30 DEGREE ANGLE TALL PORCH PIER SUPPORTS T-1.16.1.1 CLAYTON HO --"ES I JLP 12-30.05 LA0.W'G11 mMW np aN^n a�pnaw ne FaoeN Mealna.e0 hom� � Jean 5. ZQ�F O Y' s 1 v BONA TUBES. i\\ Q D SIS PIER SUPPORTS. :APACITY. . .INE AND SIDE WALL PPORTS, 3,000 LBS. CAP. TRAPS CROSS STRAPPED. ___ -_____►L LOADING. STRAP ANCHORS ARE INSTALLED IN THE FOOTINGS AND ARE OF AN APPROVED TYPE. THE STRAPS MUST BE LISTED FOR MIN. 4,725 LBS. (CENTER SECTION ONLY.) 1. (1) A23 CUP WITH STEEL 010 SELFTAPPINGSCREWS. 2. 4" X 4" PRESSURE TREATED SUPPORT POST, MAX. 48". MIN. HF (C[ POSTS. 4S" 3. ABU 44 POST HANGER MAK 4 24^ SONO TUBE POURED T� FULL OF CONCRETE. S. 24" X 24"X 24^ CONCRETE 4$" FOOTING. MAX. 36" S. 1/2" RE -BAR FRAME INSIDE T THE SONO TUBE, SET 7" INTO 6 FOOTING WITH ET 22 APDXY. INSTALLED IN FOOTING ON A 30 DEGREE ANGLE. 1. (1) A23 CUP WITH STEEL #'10 SELF TAPPING SCREWS. T � 2. 6^ X 6" PRESSURE TREATED MAX. SUPPORT POST, MAX. 48". TOP MIN. HF ill POSTS. EW 3.. ABU 66 POST HANGER 4. 24" SONO TUBE POURED 36" FULL OF CONCRETE, 72^ 5. 24^ X 24^ X 24" CONCRETE MAX. © FOOTING. G. 112" R8 -BAR FRAME INSIDE THE SONO TUBE,SET 7^ INTO 5 FOOTING WITH ET 22 APDXY, INSTALLED IN FOOTING ON A 30 DEGREE ANGLE TALL PORCH PIER SUPPORTS T-1.16.1.1 CLAYTON HO --"ES I JLP 12-30.05 LA0.W'G11 mMW np aN^n a�pnaw ne FaoeN Mealna.e0 hom� � Jean 5. ZQ�F MARLETTE HOMES BLOCKING CAPACITIES AND CONFIGURATIONS MARRIAGE LINE RIM RAIL TYPICAL IF THE PIER IS ONLY SUPPORTING ONE MANUFACTURED PIER RIM JOIST, ADD (3) 318'X 3' LAOS AS SHOWN. r__ FOOTING' r SIZED PER� y -I- FOOTING CHART MAX. 4,000 OR 6,000 I.B. CAPACITY DEPONDING ON PIER LISTING. SIDE WALL, MAIN BEAM, OR MARRIAGE LINE !I� SUPPORT PIER. TYPICAL MANUFACTURED PIER FOOTING SIZED PER FOOTING CHART -� MAX. 4,000 OR 6,000 LB. CAPACITY DEPENDINO ON PIER LISTING. 9Eu9� MARRIAGE LINE RIM RAIL TWO WOOD WEDGES T #2 OR BETTER DOUG FIR MAX,4W 4X4 PRESSURE TREATED SUPPORT POST FOOTING 18' X 18' X 4' I r, CONCRETE BLOCK - ,I, MAX. 3,400 LB. CAPACITY ON 18" X 18" X 4" CONCRETE BLOCK MAX. 3,400 LB. CAPACITY ON POURED CONCRETE RUNNER. 4X4 POST SUPPORT. INSTALL A 3"X 5"X 318'. SIDE WALL, MAIN BEAM, 'C' CHANNEL WHEN PIERS OR MARRIAGE WNE/ARE DOUBLED. SUPPORT PIER. MAX. 15,000 LBS. CAPACITY 9-5-00 REVISED 11-14-05 TYPICAL MANUFACTURED PIER FOOTING -f 8180 PER FOOTING CHART MAX. 8,000 LBS. CAPACITY. 11PENDING ON PIER CAPACITY. (2)SETS OF WEDGES. SIDE WALL, MAIN BEAM, OR MARRIAGE LINE \ SUPPORT PIER. } 8'X 18' X 4" CONCRETE BLOCK . 8'X1e'X8' CONCRETE BLOCKS. 8'X 18'X4' CONCRETE BLOCKS. (FOR HEIGHT ONLY) (NOT REQUIRED) I� 2X8X16"WOOD BLOCK, LENGTH WAYS OF FLOOR RAIL OR BEAMS. 2XSX18'WOOD CAP BLOCKS. FOOTING SIZED PER FOOTING CHART MAX. 24,000 LBS. CAPACITY DIFFERENT PIERS AND THEIR CAPACITIES T-1.61 SIDE WALL, MAIN BEAM, �� T OR MARRIAGE LINE � - SUPPORT PIER. fWEDGES J 2XBX18" WOOD BLOCK MAX. 48' �' CONCRETE PAD CONCRETE BLOCKS FOOTING -� SIZED PER FOOTING CHART MAX. 15,000 LBS. CAPACITY 9-5-00 REVISED 11-14-05 TYPICAL MANUFACTURED PIER FOOTING -f 8180 PER FOOTING CHART MAX. 8,000 LBS. CAPACITY. 11PENDING ON PIER CAPACITY. (2)SETS OF WEDGES. SIDE WALL, MAIN BEAM, OR MARRIAGE LINE \ SUPPORT PIER. } 8'X 18' X 4" CONCRETE BLOCK . 8'X1e'X8' CONCRETE BLOCKS. 8'X 18'X4' CONCRETE BLOCKS. (FOR HEIGHT ONLY) (NOT REQUIRED) I� 2X8X16"WOOD BLOCK, LENGTH WAYS OF FLOOR RAIL OR BEAMS. 2XSX18'WOOD CAP BLOCKS. FOOTING SIZED PER FOOTING CHART MAX. 24,000 LBS. CAPACITY DIFFERENT PIERS AND THEIR CAPACITIES T-1.61 TRA DESIGN REOVI IdEeIV F;_,_: thew pan. dos nalV.4h.dhZd. 0pI eU he Federel An=actud HoMe re - MRR LETTE HOMES OMTS 7 000 LBS, I C—lmaroL S 1my SlMdmd.. 2.667 LBS. 2.000 LBS. 3 556 LBS. Nov %, 2005 BLOCKING CAPAC 3, DoLBS- 5.333 LBS., ' DO NOT COPYF®®TONGS nd. is the e.aeelve PLACED ON GROUND I papa T"""l I.K. A—m 8 AewcfaI G, Nc lis p-I.d.d Cdp�,ighl. by Federal UdpubllalredWOOD S. 14,221 LBS. II 2X8X78- v \�� �'- 2XBX18- BLOCK = � � B �OCK \ %I CONCRETE PAD I \ P i, (/FC�^.I V I�t(� CONCRETE 5`�� \ PAD �GI61L'� `\ I nr ���.. CONCRETE BLOCKS may. (1) 1 0"X 1 6"X 4" CONCRETE FOOTING 1.78 SQUARE FOOT AREA SOIL BEARING CAPACITY FOOTING CAPACITY 1 7 000 LBS, 1,778 LBS. 1 500 LSS. 2.667 LBS. 2.000 LBS. 3 556 LBS. 2.500 LAS- 4,445 LBS - BS.3,000 3, DoLBS- 5.333 LBS., 3,500 LBS. 6.223 LBS. 4,000 LBS. 7 112 LBS. \I � 0F.X...l 1, OOO LBS-- I 7,112 LBS. S. 3,555 LBS. S. r.JtN (2) 16"X 16'X 4„ 7;11'1 LBS. CONCRETE FOOTING 8.889 LBS. 3.56 SQUARE FOOT AREA I 10.667 LBS. SOIL BEARING FOOTING CAPACITY 1, OOO LBS-- I 7,112 LBS. S. 3,555 LBS. S. 5,333 LBS. S. 7;11'1 LBS. S. P35GOLBS. 8.889 LBS. S. I 10.667 LBS. S. 12 444 LBS. S. 14,221 LBS. NOTE. BLOCKS MUST RE II I i ON FLAT GROUND I i III , J - WITHOUT ORGANIC I Ji- � MATERIAL OR VOIDS. I 'III I 11 I (4) _1 6"X 1 6"X 4" CONCRETE FOOTING 7.12 SQUARE FOOT AREA SOIL BEARING —CAPACITY--- FOOTING CAPACITY — _ 1, OOO LBS-- I 7,112 LBS. 1,500 LBS. 10,668 LBS. 2,000 LBS. 14.224 LBS. 2.500 LBS. 17.780 LBS. ' 3,000 LBS. 21,332 LBS. 3.500 LBS. 24,892 LB 14,000 LBS. 28.448 6/11/95 (6)-16,X 16'-A 4" CONCRETE FOOTING 10.68 SQUARE FOOT AREA SOIL BEARING I FOOTING CAPACITY CAPACITY S. �31000 LBS. IBS .500 LBS. 4.000 LBS. FOOTING CAPACITIES 31,998 LBS. T_1.62 PAGE 9 TRA DESIGN REVIEW Ruin ..1 Me- Imus dm -1 aulhudzu W pl.— -y dad111ab10a 0, dey-t— IIOm the Fedsral M..V=l..d li.— g�IS- cobs —t. s 3. r/ s81 -dud.. MAR LE HOMES Nov 7, 2©Q5 DO NOi copy BLOCKING CAPACITII=S AND CONFIGIJRATI®NS ThL• pago : Ihb ucddswe pm{ropy d ! a 'p� �p�'+ T.R. Aria Associalos, 6x. l: is pmleded H9 HF PLACED ®CI !'®NlJ`R�E R4JIVNLYIJ ®lit SLABS by a F".0-1 Lhyud,d.^.hed 0. yAQld. V V !! V�7 'l.J PERIMETER BLOCKING -4 i PIER I MIN. 4" � MON. 4" r � (4g^ wfTY, '�1N1Ay47 w U,y_�/N.� ti MINIMUM 5 1/2" THICK CONCRETE SLAB OR RUNNER _ - SOIL BEARING CAPACITY 2.DO0 LOS. 2.500 OBS. 3.000 LBS. - 1.000 LBS 1.500 LBS. PER SQ- FT. PER SQ. FT. PER SQ. Fes. PER SQ. FT. PER SQ. RE -BAR IS NOT REQUIRED, LOAD2.600 LBS. 3.800 LBS. 5.100 LBS. 6.464 LBS. 7.858 LBS. BUT MAY BE INSTALLED. GAPACO ' DEZfAOL "A" PERIpAETER BLOCKING �J� PIER 1 6"X 1 6"�" „ MIN. 4 ( r a9llyelyU� I PAIN. 4�::— MINIMUM 5 1/2" �rB�ER g� 24^ THICK CONCRETE SLAB OR RUNNER SOIL BEARING CAPACITY I RE -BAR IS NOT REQUIRED, BUT MAY BE INSTALLED. 6/11/98 2.000 IBS. — -- 2.500 LBS. I 3.000 LBS. ' 1.000 LBS 1.500'LBS.--L-- PER SQ. FT. PER SQ._FT. PER SQ. FT. PER SQ. FT. Pl7i SQ. FT. LOAD4�0 IBS. 6.000 LBS I 6,000 LBS. 10.000 LBS. 12,0001 CAPACI •. R �lj DET_=L "8" c_ GIN, �/ I 12°@1F L FOOTING CAPAC€T@ PAGE 10 F',o�� T-1.63 IMARLEFTE HOMES FOOTING CAPACITIES AND CONFIGURATIONS WHEN PLACED ON CONCRETE RUNNERS ®R SLAB. TRADESIGN d. -d. l - Revlmu of It n" plana coot noI iwiull of or approve arty anmueuion m Jevialiuri hoar, the Feoerel neenularlurec Homo C"nJhutliun R Sotcly Nov 7, 2005 C This peps DNOT COPY M the a d-Slva properly of PIER .1 T.R. A—ln S A .Jntlatoo; Inc S in p .I..I d by B FeAerel Unpubliahetl t ;, rigM. f PAIN. 4" I....... _ �169IN. 4" MINIMUM 5 1/2" THICK CONCRETE SLAB OR RUNNER : ` SOIL BEARING CAPACITY LBS 1.500'LBS. 2.000 LBS. 2.500 LBS. 3.000 LBS- 2, SQ. FT. PER SQ. Fr- PER SQ.. FT. P[3i SQ. Ff.. PER SQ. FT. RE BAR IS NOT REQUIRED, LOAD 6,500 LBS. 10,000 LSS. 13.000 LBS. 16.470 LBS. 19,940 IBS. BUT MAY BE INSTALLED. CAPACIYV ' DETAIL "A" / -ING CAPACITY 3,R LB - 1.500 LBS. 2.000 LBS. 2.500 LBS. . I - PER SQ. FT. PER SQ. FT- PER SQ. FT- PER SQ. FT. PF�i SQ. FT. S I LOAD 11,000 L85• I 17,000 LBS- 22.204 LBS. 27,353 UBS. 133.502 S. RE -BAR 15 NOT REQUIRED, ICAPACITYI BUT MAY BE INSTALLED. EQ PROF � "B" I GINEF/�2 DETAIL i B91 FOOT IVIG CAPACITIES r /a 74.64' CGON PAGE 11 6/11/98 �RF30' MARLETTE BIOMES F€ WrING CAPACETEES W TH CONCRETE SLAB OR RUNNERS TRA DESIGN REVIEW Rovim of 11, p:anc d000 not outbod]o ` or "p v any ommtoeton or davtallon vom the Fodonl MmMAduied Name C ... t-17 6 salely Standards. Nov 7, 20055 DO NOT COPY Ttds Papa is Iha .10-1vn Pmpady, o1 T.R. ATo1a d Aesadruea. Inc. 8 is pro loded try o Fed.. Unpubpstwd Copyright. LOAD CAPAC 6/11/98 1.000 IBS PER SQ. FT. I--.— "1,500 LBS. PER SQ. FT. -- ---- 2,000 LBS. PER SQ. FT. - I 2.500 LBS. PER SQ. FT. 3,000 LBS. PER SQ. FT. 15.500 IBS. 23,019 LBS- 1 31,088 LBS. FOOTING CAPACITIES T-1°66 PAGE 12 I � STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS I � i u MARLETTE HORSES UPLIFT STRAPS TRA DESIGN REVIEW Reale. 61 mese plane does nol redbo .-e or app— any- eiun or d.i.11on eom lne Feoeml Manulaclured Nome Construdlod & Solely Slandards. Nov 7, 2005 Du rJDT Copy ThleArpage is the ­WW­WWwoody of T.R. Aold K Assod:drs• Ne & is prolednd by a Feeeal thryubfished Copyright PORCH RAILING NOT SHOWN FOR CLEARITY OF STRAPS MARRIAGE LINE SUPPORTS TIE DOWN EACH END OF MAIN BEAMS, PORCH AREA (PER PAGE 30 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM.) REFER TO PAGE 27 IN SET UP MANUAL FOR FOUNDATION WALLS AROUND PORCH AREA. UPLIFT STRAPS ����0 PRope, v�V\C-IN Cv 18 r _ 0 G � c STANDARD TIE DOWN 21,1g9� G) DOWN BOTH SIDEWALLS F 3��� POs 1 zB SP ' I I li►1111 � o PORCH RAILING NOT SHOWN `- FOR CLEARITV OF STRAPS .rte ..... .F_ I JJ } EACH SIDEWALL SUPPORT POST IS TO BE BLOCKED. I / TIE DOWN STRAPS ARE TO BE INSTALLED IN GENERAL AREA OF SUPPORT POSTS. / (PER PAGE 30 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM.) T-1.66 / REFER TO PAGE 27 IN SET UP MANUAL FOR F0 %JNDATION WALLS AROUND FOHCH AREA. PORCH TIED®WNS WITH SIDE PORCH. DOUBLE ®� TRIPLE W`®ESAGE 13 16/71/38 MARLME ME HOMES TRA DESIGN REVIEW s . r Heviuw m thoso plana docs not oulnmlm UPLI FT PS m approve airy ommieaion or dovialion uom Iha FuUorel fM.nrWlaCurud Home Condrotlion L �alafr andartla. Nov 7, 2005 DO NOT COPY Tmd pada la Ine 2adunNn prop`r j of TA Amofd 6 Aaauofalea, h= 6 a profatlad by a Fndoal Unpubhalmd Copyryd. STANDARD TIE DOWN STRAPS /- DOWN BOTH SIDEIVALLS I \\COLUMN POST SUPPO i I STANDARD TIE DOWN STRAPS \ DOWN BOTH SIDEWALLS / 1 MARRIAGE LINE SUPPORT I REFER TO PAGE 27 IN SET UP MANUAL FOR \ FOUNDATION WALLS AROUND PORCH AREA. LCOLUMN POST SUPPORT PORCH RAILING NOT SHOWN FOR CLEARTIY OF STRAPS. (2) ADDED -TIE DOWN STRAPS. I . (TIE DOWN STRAP INSTALLED PER PAGE 27 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM-) PORCH -nE ®OWN WITH FULL EN® PORCH. n UPLIFT' STT�PS GtN �qs�/�9 REGOi3 , 1 .. R F. 3 0��5 STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS l� . '---------- -- - —' — •�:MARRIAGE LINE SUPPORT - ONE ADDED TIE DOWN STRAP L MN POST SUPPORT ON PORCH SIDE. (TIE DOWN STRAP INSTALLED PER PAGE REFER TO PAGE 27 IN SET UP MANUAL FOR 27 IN SET UP MANUAL. FOUNDATION WALLS AROUND PORCH AREA_ PFORCN�R[TV OF STRAPS. TR PSN OR PAGE 15 IN ADDENDUM.) • I PORCfrI TIL ®OWN WITH PARTIAL END PORCH. PAGE 14 , 6/1 1 /96 'TRA DESIGN REVIEW Hoview of these Plana does not atnhodze or appmve any -icoion or deviation hom the Federal ManUIndllred Home Corulmdion 6 SWdy Slendtade. Nov 7, 2005 Do rtoT Copy Thta Pape to um o:dusNP pmPony m T.R. Amold 8 nauodatea. ote 0 id nroluUer by a Fednral LtnPea6snec CoPyrigld. MARLETTE HOMES BLOCKING AND BJP LIFT STRAPS FOR ATTACHING P®® UNITS., 4-A Rn A. RFM01IRF11 PIFR CAPA mo zs �. ATTACHING POO A9AIN UN PORCH WITH NO ROOF VARIES IN LENG� t �m 1 PERIMETER Bl-fr—KING OF MAIN UNIT IN THE PORCH AREA, IS THE SAME AS THE STANDARD PERIMETER BLOCKING REQUIREMENTS. °J BLOCKING OF THE POD UNIT AND MAIN UNIT AT THE MARRIAGE LINE. IS PER INDIVIDULE PLAN REQUIREMENTS INCLOSED 1N THE I "SET UP PACKAGE". THE MAIN BEAM SUPPORTS IN PORCH AREA ARE MAX. 8 FT. O.C.. THE MAIN POD SECTION IS PER ADDENDUM PG. #1. PERIMETER BLACKING SAME AS MAIN UNIT SIDEWALL BLOCKING, PER PAGE #1 IN SET UP ADDENDUM. OCENTER COLUMN SUPPORT FOR TAG UNIT. FOOTING AND PIER CAPACITIES PER DIFFERENT ROOF LOADS.. Q SEE PAGES 1 8 9 10 '11 AND 12 IN SET UP ADDENDUM 44 OUTSIDE COLUMN SUPPORTS. iJPUET STRAP LOCATIONS WITH ATTACHE.® P®®. ' An ATTACHING POD MAIN UNIT Alp ANCHOR F 30'� i.— ANCHOR #3 s-" — ANCHOR #2 ANCHOR #1 -...- ANCHOR #5NE = ANCHOR #4 N UNR SEAM END OF HOME r<=" NOTE: _ ....--------------------- — MAX 24r • ANCHORS # 1, 2, 3, AND 6 ARE SHOWN ON THE MAIN HOME SECTION. I 1 ANCHORS #4 AND 5 ARE SHOWN ON THE POD SECTION- ANCHOR ECTION. AN' HOR #6 THIS WILL CHANGE AS THE POD IS LOCATED IN DIFFERENT PLACES ON THE MAIN UNIT, it 0. THE IMPORTANT THING IS TO MAINTAIN THE 111•0" SPACING FULL LENGTH OF THE "WHOLE UNR"JI �/'� 77,0. pro. ENO OF HOME / T' —.68 ANCHOR #3 " ANCHOR #2 ANCHOR #1� r ~ PAGE 15 AN(<` OR #5 � ANCHOR #4 9-25-98 30V 4 00 LBS. 2 2D0 LBS. 40 5.400 IBS. 2 700 LBS. 60 7 500 LBS. 3 800 LBS. 80 9 600 LBS. 4 800 LBS. 100 12 300 LBS. 1 6,200 LBS. 1 120 I 14.400 LBS. I 7 200 LBS. 1 zs �. ATTACHING POO A9AIN UN PORCH WITH NO ROOF VARIES IN LENG� t �m 1 PERIMETER Bl-fr—KING OF MAIN UNIT IN THE PORCH AREA, IS THE SAME AS THE STANDARD PERIMETER BLOCKING REQUIREMENTS. °J BLOCKING OF THE POD UNIT AND MAIN UNIT AT THE MARRIAGE LINE. IS PER INDIVIDULE PLAN REQUIREMENTS INCLOSED 1N THE I "SET UP PACKAGE". THE MAIN BEAM SUPPORTS IN PORCH AREA ARE MAX. 8 FT. O.C.. THE MAIN POD SECTION IS PER ADDENDUM PG. #1. PERIMETER BLACKING SAME AS MAIN UNIT SIDEWALL BLOCKING, PER PAGE #1 IN SET UP ADDENDUM. OCENTER COLUMN SUPPORT FOR TAG UNIT. FOOTING AND PIER CAPACITIES PER DIFFERENT ROOF LOADS.. Q SEE PAGES 1 8 9 10 '11 AND 12 IN SET UP ADDENDUM 44 OUTSIDE COLUMN SUPPORTS. iJPUET STRAP LOCATIONS WITH ATTACHE.® P®®. ' An ATTACHING POD MAIN UNIT Alp ANCHOR F 30'� i.— ANCHOR #3 s-" — ANCHOR #2 ANCHOR #1 -...- ANCHOR #5NE = ANCHOR #4 N UNR SEAM END OF HOME r<=" NOTE: _ ....--------------------- — MAX 24r • ANCHORS # 1, 2, 3, AND 6 ARE SHOWN ON THE MAIN HOME SECTION. I 1 ANCHORS #4 AND 5 ARE SHOWN ON THE POD SECTION- ANCHOR ECTION. AN' HOR #6 THIS WILL CHANGE AS THE POD IS LOCATED IN DIFFERENT PLACES ON THE MAIN UNIT, it 0. THE IMPORTANT THING IS TO MAINTAIN THE 111•0" SPACING FULL LENGTH OF THE "WHOLE UNR"JI �/'� 77,0. pro. ENO OF HOME / T' —.68 ANCHOR #3 " ANCHOR #2 ANCHOR #1� r ~ PAGE 15 AN(<` OR #5 � ANCHOR #4 9-25-98 THE POCKET PENTROMETER IS A SUGGESTED METHOD FOR DETERMINING THE SOIL BEARING CAPACITY OF THE LOCATION THE HOME IS BEING SET, IF NO KNOWN SOIL BEARING CAPACITY IS AVAILABLE. THE FOLLOWING METHOD IS SUGGESTED FOR DETERMINING THE ALLOWABLE SOIL BEARING CAPACITY TO BE USED IN THE SIZING OF FOOTINGS. SUCH A METHOD IS ONLY AN APPROXIMATION, AND THE RESULTS SHOULD BE PROPERLY INTERPRETED. 1. OBTAIN A POCKET PENTROMETER, SUCH AS MODEL -CL -700A BY SOIL TEST. CONTACT CAL -CERT CO. P.O. BOX 416, CLACKAMAS, OR. 97015 OR CALL 1-800-356-4662. 2. TEST AN AREA ADJACENT TO, OR WITHIN 10 FEET OF THE PERIMETER OF THE HOME. 3. DIG DOWN TO UNDISTURBED SOIL A MIN. OF 4 INCHES. UNCOVER AN AREA OF AT LEAST ONE SQUARE FOOT. 4. USING THE POCKET PENTROMETER, TAKE AT LEAST SEVEN READINGS. 5. TAKE AN AVERAGE OF THE MIDDLE FIVEREADINGS, DISCARDING THE HIGHEST AND THE LOWEST READINGS. (THE MODEL CL -700A BY SOIL TEST IS CALIBRATED IN TONS PER SQ. FT., MULTIPLY THE AVERAGE READING BY 2,000 FOR LBS. PER SQ. FT.) EXAMPLE: .5 X 2,000 =19000 LBS. PER SQ. FT. ROUND THE AVERAGE DOWN TO THE NEAREST SOIL BEARING VALUE. USE THIS VALUE FOR DETERMINING MINIMUM FOOTING SIZES. 6. DRIVE A WOODEN STAKE BESIDE THE AREA TESTED SO THAT AN INSPECTOR WILL BE ABLE TO VERIFY THE RESULTS, SHOULD THE INSPECTOR DESIRE TO DO SO. REV. 9-5-00 PAGE 16 T-1.69 TAA DESIGN REVIEW ' ..,i_ .1 lh... plans tlo.. -I a nh.d.. N up.—. any ommlaolon a a-lation Isom in. Fetlseal Manumdm.tl Nom. L'mclrvdion & Sat.ly Slantlartls. Nov 7, 2005 "POCKET PENTROMETER OPERATION" DO NOT COPY This pap. I. IIs. extlu6lY. plopetly of MARLETTE HOMES, HERMISTON, OREGON T.p.bydFad.WU° bll. aC pydgm. THE POCKET PENTROMETER IS A SUGGESTED METHOD FOR DETERMINING THE SOIL BEARING CAPACITY OF THE LOCATION THE HOME IS BEING SET, IF NO KNOWN SOIL BEARING CAPACITY IS AVAILABLE. THE FOLLOWING METHOD IS SUGGESTED FOR DETERMINING THE ALLOWABLE SOIL BEARING CAPACITY TO BE USED IN THE SIZING OF FOOTINGS. SUCH A METHOD IS ONLY AN APPROXIMATION, AND THE RESULTS SHOULD BE PROPERLY INTERPRETED. 1. OBTAIN A POCKET PENTROMETER, SUCH AS MODEL -CL -700A BY SOIL TEST. CONTACT CAL -CERT CO. P.O. BOX 416, CLACKAMAS, OR. 97015 OR CALL 1-800-356-4662. 2. TEST AN AREA ADJACENT TO, OR WITHIN 10 FEET OF THE PERIMETER OF THE HOME. 3. DIG DOWN TO UNDISTURBED SOIL A MIN. OF 4 INCHES. UNCOVER AN AREA OF AT LEAST ONE SQUARE FOOT. 4. USING THE POCKET PENTROMETER, TAKE AT LEAST SEVEN READINGS. 5. TAKE AN AVERAGE OF THE MIDDLE FIVEREADINGS, DISCARDING THE HIGHEST AND THE LOWEST READINGS. (THE MODEL CL -700A BY SOIL TEST IS CALIBRATED IN TONS PER SQ. FT., MULTIPLY THE AVERAGE READING BY 2,000 FOR LBS. PER SQ. FT.) EXAMPLE: .5 X 2,000 =19000 LBS. PER SQ. FT. ROUND THE AVERAGE DOWN TO THE NEAREST SOIL BEARING VALUE. USE THIS VALUE FOR DETERMINING MINIMUM FOOTING SIZES. 6. DRIVE A WOODEN STAKE BESIDE THE AREA TESTED SO THAT AN INSPECTOR WILL BE ABLE TO VERIFY THE RESULTS, SHOULD THE INSPECTOR DESIRE TO DO SO. REV. 9-5-00 PAGE 16 T-1.69 MARLETTE (HOMES SOIL BEARING TEST (PATTERN I I I i ONE SQ. FT. MIN AREA. 0 TEST #1 TEST #2 0 0 '0 0 TEST #3 TEST #4 TEST #5 0 TEST #6. TEST #7 0 REAR OF HOME IDENTIFY LOCATION TESTS WERE TAKEN FRONT DOR SIDE FRONT OF HOME HIGHEST READING # LOWEST READING # READING # READING # READING # READING # READING # TOTAL OF THE ABOVE FIVE READINGS DIVIDE THE TOTAL OF THE FIVE READINGS BY 5 FOR AVERAGE TONS PER SQ. FOOT. TAKE THE AVERAGE TONS PER SQ. FT. X 2,000 FOR AVERAGE LBS. PER SQ. FT. TRA DESIGN REVIEFJ RflV1e. W nl MOS. IIIHIIN dOefl 11111 fllllllnfl/9 UI 1,110 Nlly UIIIIIIIflfl1Ul1 UI IIUVINI111111111111 Iho rbdmul Mnuulnclmekl Hume cnnshnclloll & SHlnly Slawl—Is. Nov 7, 2005 DO NO'r copy ��i ��� 11119 Pugs Is It's exclusive pwpedy ul S F.R. Ahold & Associules, blc. & Is plulecled by H rodHlnl unpublishod copydulll. PAGE 17 SOILTEST F XW Foundation System Installation Instructions for California for Ground & Concrete Systems California Building Code (CBC) 2007�Qj Wind 85 mph, Exposure C; Seismic Design Category D By Tie Down Engineering May 16, 2008 Engineer Approval State Approval WANUPACTURFD HOMWOMM itOMI FOUNDATION SYSTW AEALTH AND SAFU Y CODE, SIXTIO11 I/S51 APPROVED 8118=70CORRECTIONS N01W APPROVAL DOES NOT AUTHORIZE OR APPROVE A OMISSIONS OR DEVIATION FROM REsQUIRUMENTS APPLICABLB STATE LAWS AND REGULATIONS Stub orcaliransw DeWhOWdR002108 and Commeaitp Dndopmal PtanApp wal AND _ `l (sem) RXIT6ndrete System COUNTY 00; ""k;LOPMENT Pageo- - / cisSEIRWy TIED WN ENGINEERING • 255 Villanova Drive SW • Atlanta GA 30336 r�EI OF Xi2 Foundation System Installation Instructions for California _ for Ground & Concrete Systems CBC -07, 85 mph Wind Exposure C; Seismic Category D ...By _Tie DownEngineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1333 and Wind & Seismic Requirements, CBC 2007. • Maximum vertical projection at sidewall is 9'. Higher walls -may -be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" * Except single sections 95" minimum • Additional vertical anchor.ties that are unique to a.home's design may be.required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. Maximum pier_height is 48" pier. *Except for single sections 36". • Steep piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. _ Designed for 7:12 roof slope. *Except single sections, (20' - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. * Xi2 components exceed HUD code 3280.306-9 "Anchoring' equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than _0.30 ounces per square foot of surface coating...." _tom $ /� /'/ Page 2 of 8im L'& 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Installation of X12 Ground Systems Identify the number of systems_to be used on the home using the chart provided. Identify the location where the systems will be installed. Clear all organic matter and debris from the pad site. Place U -bolts through holes in pan provided. Place pad centered under beam with the lateral start bracket towards the inside of the home. Press or drive pan into ground_ until level and. Push. with prepared surface. Build pier according. to State,. Local or Home and. guidelines. (Figure 1) Attach the end of the smaller tube to the inside of pan using U-boft & nuts provided Attach the flag end of the larger tube. to, the opposite I-beam using the "J" bolt over the top of the I-beam with the nut & washer. provided. (Figure 2) Install a minimum of,fou r (#12 x 1" tek screws) self -tapping screws into the holes provided in the lateral start so that the two tubes are connected together. (Figure 1) 1-3/4" Tube Lateral Struts 1-112" Tube 4-#12x1"_J' Tek Screws U-13olt & mounting Figure 1 Bracket End ° f Nome J -Bolt Nut & Washer Strut (flag end) `, 1 -Beam Figure 2 VI 11. Install frame bracket clamps to I-beam on in side of block/pier. Do not tighten nuts at this time. 12. Attach longitudinal strut to U -bolt in pan using nuts provided. 13. Insert strut in the frame bracket clamp, attach with nut and bolt. Do not tighten at this time. 14. Pull the frame bracket clamp with the fastened strut outward to remove any slack. 15. Tighten all nuts and bolts on the struts and beam clamps. C"'& b -6--'a 1,;L1 -1r-'0011 Page 3 of 8 F l I �r'E' 1DOWN ENGINEERING 0 0 0 Xi2 Ground Parts Detail W. Ground Lateral System Part Number 59306 Includes: 5' Strut, pad -& hardware kit (#59329-1 includes all nuts and bolts). Longitudinal Hardware.Kit Part Number 59331 Includes: 21=beam- brackets & 2 U -bolts with all -nuts and bolts. Lateral and Longitudinal Combination -Part Number 59333 Includes: 5' Strut, Pad, Longitudinal Strut (#59329), Lateral and Longitudinal Hardware IGt with all nuts and bolts. Struts for Longitudinal Systems Part Strut Pier Height . No. -Length Up To: 59330-44 44" 4 Blocks or 32" 59330=65. 65" 6 Blocks or 48" ® o Ground Longitudinal Hardware Kit Xi2 Ground System Longitudinal Strut & Hardware Kit mm .o Ground Longitudinal Strut Xi2 Stabilization Pier Placement for Ground or Concrete 44 Single Section Home 0 -80' (76' Box) 4 Xi2 Systems Xi2 Pier Placement Double Section Home 0 -62' 3 Xi2 Systems* 63' - 80' 4 Xi2 Systems • *2 Xi2 systems can be placed at either end of the home. Triple Section Home 0 -62' 4 Xi2 Systems 63'- 80' 5 Xi2 Systems '" Page 4.of 8 (,& b l��8 Ix/`/F Fi_ TOMW/iV� reE F^'GINEERING 13 Triple Section Home 0 -62' 4 Xi2 Systems 63'- 80' 5 Xi2 Systems '" Page 4.of 8 (,& b l��8 Ix/`/F Fi_ TOMW/iV� reE F^'GINEERING Installation of X12 Concrete Systems 1. Identify the number of systems to be used on the home using the chart provided. 2. Identify the location where the systems will be installed. 3. Build pier according to State, Local or Home Manufacturers guidelines. 4. Drill two 3/8"x 3" deep holes in the concrete using holes in galvanized bracket as a guide. Attach bracket to concrete pad using 3/8"x3-1/2" wedge anchors provided. Place nut & washer on anchor, leave enough room for 1 to 2 threads showing on top of bolt. Using a hammer, tap the wedge bolts into hole through bracket, leaving nut & washer flush with bracket. Using a 9/16" socket wrench, tighten wedge/anchor bolt, securing bracket to the concrete. 5. Attach the end of the smaller tube to the bracket mounted on the pad, using the grade 5,1/2" x 2-1/2" bolt/nut provided. 6. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I-beam with the nut & washer provided. (Figure 1 next page) 7. Install a minimum of four (#12 x 1" tek screws) self -tapping screws into the holes provided in the lateral strut so that the two tubes are connected together 8. Install frame bracket clamps on I-beam on the inside of block/pier. 9. Insert strut in frame bracket clamp and attach with nut & bolt. Attach opposite end to concrete bracket. 10. Pull the frame bracket clamp with fastened strut outward to remove any slack. 11. Tighten all nuts and bolts on system. b-67--68 lc�_ I'/r Page 5 0 8 TIE DOWN. ENGIMEFHING � Xi2 Lateral Concrete Systems Part #59307 Includes: 5' Strut, Bracket, & Hardware Kit #59315-1 with all nuts and bolt. Longitudinal Struts for "Concrete Systems" Part No. Length Pier Height #59013 44" up to 4 Blocks #59015 65" up to 6 Blocks Longitudinal Hardware Kit Part #59263 (Includes 2 sets per kit: I-beam bracket, nuts, bolts and washers) Lateral and Longitudinal Combination Part #59332 Includes: 5' Start, Longitudinal Strut (#59364), Lateral and Longitudinal Hardware Kit with all nuts and bolts. Nut & Washer Figure 1 Beam Clamp Bracket J -Bolt Lateral Longitudinal ---- — -��--- I -Beam � J Xi2 Installation Placement W, W Longitudinal Strut Xi2 Concrete System f Nome rnd o 8 t 1 9 ®� ®� own Concrete Longitudinal Hardware Kit Page 6 of 8 1 ' TIE VO ' ENGINEER Offset Placement Diagrams represent examples of double and triple section offsets. Total size is determined by the length of unit plus offset. Xi2 Stabilization Pier Placement for Ground or Concrete Single Section Home 0 -80' (76' Box) 4 Xi2 Systems Xi2 Pier Placement Double Section Home 0 -62' 3 Xi2 Systems* 63' - 80' 4 Xi2 Systems *2 Xi2 systems can be placed at either end of the home. Triple Section Home 0 -62' 4 Xi2 Systems 63'- 80' 5 Xi2 Systems DD,,,, 0/ Page 7 of S L,.., - b—y--,Og 1.".1-1r, V TIE DOWN, ENGINEERING 0 d) 0 0 L O Hardware Breakdown #59329-1 Hardware for 59306 Lateral System 1 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 thread Beam Clamp Base 1-3/4 zinc 4 10556 Tek Screw #12 x 1" 1 10631Z J Bolt 1/2 x 5-1/2 grade 5 zinc 2 10640 Push Nut 1/2 1 12107 Flat Washer 1x2" SS 1 10646Y Hex Nut 1/2-13 grade 5 zinc 2 10519 Hex Nut 1/2" w/ Serr flange #59331 Longitudinal Hardware for 59306 2 59272-1 Beam Clamp Base 4 59272-2 Beam Clamp Top Flange 8 10926 Carriage Bolt 1/2-12 x 1-1/4 Carriage Bolt 1/2-12 x 3 full thread Full Thread 10 10646Y Hex Nut 1/2-13 grade 5 zinc 2 10801 Carriage Bolt 1/2-12 x 2-1/2 U -Bolt 1/2-13 x 2.63 x 2.19 Thread 6 10646Y Grade 5 2 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 thread Hex Nut 1/2" w/Serr Flange 1-3/4 zinc 4 10640 Push Nut 1/2 4 10519 Hex Nut 1/2" w/ Serr flange # 59329 Hardware for 59333 Lateral and Longitudinal combination 1 59329-1 Hardware Kit 1 59272-1 Beam Clamp Base 2 59272-2 Beam Clamp Top Flange 4 10926 Carriage Bolt 1/2-12 x 1-1/4 Carriage Bolt 1/2-12 x 3 full thread 5 10646Y Hex Nut 1/2-13 Grade 5 zinc 1 10801 Carriage Bolt 1/2-12 x 2-1/2 2 10801 Grade 5 zinc 1 84533Z U -Bolt 1/2-13 x 2.63 x 2.19 Thread 6 10646Y 1-3/4 zinc 2 10640 Push Nut 1/2 2 10519 Hex Nut 1/2" w/Serr Flange #59315-1 Hardware for Lateral System 1 10631Z J Bolt 1/2 x 5-1/2 Grade 5 zinc 1 12107 Flat Washer 1/2" SS 4 10556 Tek Screw #12 x 1" 2 10646Y Hex Nut 1/2x-13 Grade 5 zinc 1 10826 Carriage Bolt 1/2-12 x 3 4 10801 Grade 5 zinc #59027 Hardware Kit for 59307 Lateral System 2 59264 3 Way Concrete Bracket 4 10530 Wedge Anchor 3/8 x 3.50 1 59315-1 Hardware Kit #59263 Longitudinal Hardware for 59307 2 59272-1 Beam Clamp Base 4 59272-2 Beam Clamp Top Flange 8 10926 Carriage Bolt 1/2-13 x 1-1/4 Lateral Hardware Kit Full Thread zinc 12 10646Y Hex Nut 1/2-13 Grade 5 zinc 4 10801 Carriage Bolt 1/2-13 x 2-1/2 Carriage Bolt 1/2-13 x 1-1/4 Grade 5 zinc #59364 Hardware for 59332 Lateral and Longitudinal combination 1 59264 3 Way Concrete Bracket 2 10530 Wedge Anchor 3/8 x 3.50 1 59315-1 Lateral Hardware Kit 1 59272-1 Beam Clamp Base 2 59272-2 Beam Clamp Top Flange 4 10926 Carriage Bolt 1/2-13 x 1-1/4 Full Thread zinc 2 10801 Carriage Bolt 1/2-13 x 2-1/2 Grade 5 zinc 6 10646Y Hex Nut 1/2-13 Grade 5 zinc I / I,&. b`i-,68 1,;Ll-/r— Page 8 of 8 TIE DOWN ENGINEERING Review orRlk DESIGNd REY^;W or aoprove authorize she F:•+: a^r o�tsvon or z'e�ns:on Loin ral IA,s nu!a Owed Home Ctlnitfuc6on E Sarety Standards MAR 17 2000 OO NOT COvy This page is the eKcltsi•re a:opersy of F.I:. Arnoid B Associates. Inc. 8 is protecsed by a Fedcrel Unpublished Copy. right. IDIS 1 ALLATION MAI�I(IAL CALIFORNIA H •' jp V a a .+ PLS MARLETTE qk ELOPI ENIA SERVICES MARLETTE HOMES, Inc. MARLETTE HOMES, INC. P.O. BOX 151 MIDDLEBURY, IN 46540 CORPORATE OFFICE The Technical content of this Installation Manual has been reviewed by the Design Approval Agency which provides coniL;rmance approval to the Foderal Manufactured Housing Construction acid Su�ery Standards for the-,�Tanufac;uring " facilities of Marlette Homes, Inc. TRA DESIGN REVIEW Review of these plans does not authorize or approve any omission or deviation from the Federal Manufactured Home Construction 6 Safety Standards. DO NOT COPY This page Is the exclusive property of T.R. Arnold & Associates, Inc. 6 Is protected by a Federal Unpublished Copyright Prepared by: Marlette Homes, Inc. Corporate Engineering P.O. Box 151 Middlebury, IN 46540 2 TRA DESIGN REVIEW Rev;ew of th"e plans docs no, a• thorae or approve any omission or dcv,ancn from ice Federal Home Consrrucl:on d Safely Standards, MAR 17 2000 00t4oI COPY This page •s C•.e eaclu:eve ::r»criy of T. R A co:d 8 Assccatas, Inc. & is protected by a Federal Unpubl,shcd Copy- right, MARLETTE HOMES, INC. P.O. BOX 910 400 WEST ELM HERMISTON, OR 97838 1. Z tz - I,-- FOUNDATIONS SITE PREPARATION The selected home site must be graded and sloped to pro- vide proper drainage. The bottom edge of wood siding must be kept at least six (6) inches above the ground level and at least two (2) inches above any surface where water might collect. Never allow siding to come in contact with the soil, masonry, or concrete. NOTE: The area under the home must be sloped to pre- vent water accumulation. This is to prevent excessive humidity in the home. NOTE: If skirting is to be installed, it Is recommended that the entire area under the home be covered with a blanket of Visqueen. This is to prevent excessive f,ta.m9 :;fy.. in 'he home.. Tho Visqueen: should be b!nck. and a minimum of 6 mil thlcK and be overlapped 6' ai aii joints. ZONE MAPS The following Zone Maps will help you make installation decisions with regard to prevailing weather in the zone where the home Is to be located: NOTE: Do not install your home in a zone that requires greater loads or greater climate zone requirements than those on the Compliance Certificate. You may, however, install a home In a zone requiring lesser loads or climate requirements. 1. From the following maps, determine and mark the zones where the home is to be located. This information will be required to detemtine information from other charts and tables in this manual. Basic Wind Zone Map for Manufactured Housing o• m d w 0. u >_ „-t m w Q _:. .•CTP: ,. .: 5-=''.;.�c ):1'..r_- .'�3tl;i�i: •. .....� ind�:.._ In er��� ...._�.. In areas where snow records indicate significant des HUD m from the roof loads stated in the above map, y establish more strip ent �requiralrwsMJzk with local building officials to sd�r!Ster roof on om loads in your partieulareeiteaat Menu.ectured Nome Construction 8 Safety Standards, MAR 17 2000 4 DO NOT COPY T6ii once is the etCt9si-e oroce•W of PIER AND FOOTING SELECTION The piers used must have a capacity great enough to trans- mit the vertical load, which includes the weight of the home, its furnishings, and temporary roof loading to the foundation surface below it. If the load imposed is greater than the capacity of the pier, then two or more piers may be used. The total capacity -of the piers must be equal or greater than the load to be transmitted. f FORM FOR DETERMINING PIER AND .FOOTING LOADS AND SPACINGS Design load criteria Fill-in Soil bearing capacity (psi) Roof load zone sf Home width ft. I-beam piers and footings Footing size Maximumspacing of piers and footings ft. M Pier 1 "A" -"B" unit marriage line Max. distance to adjacent pier (ft.) Pier and footing load (lbs.) Pier 2 TRA DESIGN REVIEW Review of these plans docs nal authorize Or approve any omission or deviation from the Federal Manulaclured Home Con:.lruclwn & Safely Standard:. MAR 17 2000 DO NO.f CCP 1 This page ;s If:c w.•.'v arc: city T. R. Arnold 1!:c !. s :.. 's protecled by a federal 'v •s �l :l •:d Copy, riphl, Marriage wall piers and footings Max. distance to adjacent pier ft. Pier and footing load lbs. Pier 3 Max. distance to adjacent pier ft. Pier and footing load lbs. Pier 4 Max. distance to adjacent pier (ft.) Pier and footing load (lbs.) Pier 5 Max. distance to adjacent pier ft. Pier and footing load lbs. Pier 6 Max. distance to adjacent pier ft. Pier and footing load (lbs.) }_...... . "B" -"C" unit marriage line (if applicable) Pier 1 Max. distance to ad•;acent pier (ft.) Pier and footing load_(lbs.) Pier 2 [Max. distance to adj:?,cent pier (ft.) Pier and footing IoaC (lbs.) Pier :1 Max. distance to adj scent pier (ft.) Pier and footing loac: llbs.) Pier 4 Max. distance to adj,�cent pier ft. Pier and footing load (lbs.) Pier 5 Max. distance to adjacent pier ft. Pier and footing load lbs. Pier 6 Max. distance to adjacent pier (ft.) Pier and footing load (lbs.) M I - BEAM PIER SPACINGS (ft. -in.) (Single or Multi -wide) Refer also to chart entitled "Types of soils and their properties" i {. Jo t .� ow vc�wry Kt VIEW Review of 11,vsu ;,Ions does nol authorize Of app:ovc om,ssion or deviation Irom Ihc` Icr;r;,a �.I,.nul;:clured Hone Consl,uclion d Salely Standards. MAR 17 2000 MINMUM PIER AND FOOTING CAPACITY MULTI -SECTION MARRIAGE WALL �:err°i)1 "An Or o yJC Footing Area Minimum Pier Capacity (lbs.) This p,+.yc Do NOT cc .s 111e C.{c ,. ,e properly of Distance to next pier at opposite end of marriage wall clear span (h.) prolectud ,r ,, sU 8000 12 x 12 1 sf 1000 1500 2000 r,yhl, 5000 publisheInc.d Cop 8000 16 x 16 1.78 sf 1778 2667 3556 Soil bearing capacity s 8890' 1000 1500 1 2000 1 3000 1 4000 1 5000 1 6000 1 8000 14224 Home width ft.) Footing size (in.)area Footing (sq Home Zone 6000 8000 10000 12000 16000 2-16 x 16 3.56 Sf Width Roof load zone (psf) 4 6 8 10 12 14 16 18 20 22 24 14W 20 840 1260 1680 2100 20 30 40 20 30 40 20 30 40 20 30 40 20 30 4C 20 30 40 20 30 40 20 30 1 40 3780 4200 4620 5040 12 x 12 x 4 1 1 1'-7- 1'S 1'-3' 7-5' 7-2' 1'-11' 3'-3" 7-10" 7-7' 4'-10' 4'-3' T-10' 6-5' 5'-9" 5'-2" 8'-0" 7'-2" 6'-5" 8'-0" 8'-0" T-8" 8'-0" 7580 8820 10080 11340 12600 13860 15120 16x 16x4 1.78 7-10' 7-6' 7-3' 4'-3' 3'-10' 3'-5" 5'-9' 6-1' 4'-6'! 8-'0" 7'-T 6-10' 8'-0' 8'-0" 8'-L"' 8'-0- 8'-0" 8'-0' 8'-0" 8'-0' 8'-0" 8'-0" 42W 2- 12x 12x 4 2 3'-3- 7-10' 7-T 4'-10' 4'-3' S-11" 6-5" 6-9' S'-71 8'-0' 8'-0" 7'-8" 8'-0" 8'-0' 8'-0" 8'-0' 8'-0' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0' 18--0-8�--Cr28W 2-16x 16x4 3.56 5'-9- 5'-1' 4'-T 8'-0' T -T5-1(" 8' 0' e 0 8' 0' i 8' 0" 8'-0' 8' 0 8' 0 8'-0' 8' 0' 8'-0- 8' o" 8'-0" 8' 0 8'-0- 8'-0' 8'-0- vc�wry Kt VIEW Review of 11,vsu ;,Ions does nol authorize Of app:ovc om,ssion or deviation Irom Ihc` Icr;r;,a �.I,.nul;:clured Hone Consl,uclion d Salely Standards. MAR 17 2000 MINMUM PIER AND FOOTING CAPACITY MULTI -SECTION MARRIAGE WALL �:err°i)1 "An Or o yJC MAXIMUM PIER AND FOOTING LOADS MULTI -SECTION MARRIAGE WALL Footing Size (in.) Footing Area Minimum Pier Capacity (lbs.) This p,+.yc Do NOT cc .s 111e C.{c ,. ,e properly of Distance to next pier at opposite end of marriage wall clear span (h.) prolectud ,r ,, sU 8000 12 x 12 1 sf 1000 1500 2000 r,yhl, 5000 publisheInc.d Cop 8000 16 x 16 1.78 sf 1778 2667 3556 Load 8890' 10668 14224 2-12 x 12 2 s 2000 Home Zone 6000 8000 10000 12000 16000 2-16 x 16 3.56 Sf Width (pso 4 6 8 10 12 14 16 18 20 22 24 14W 20 840 1260 1680 2100 2520 2940 3360 3780 4200 4620 5040 28W 30 1120 1680 2240 2800 3360 3920 4480 5040 5600 6160 6720 42W 40 1400 2100 2800 3500 4200 4900 5800 6300 7000 7700 8400 80 2520 3780 5040 6300 7580 8820 10080 11340 12600 13860 15120 MAXIMUM PIER AND FOOTING LOADS MULTI -SECTION MARRIAGE WALL Footing Size (in.) Footing Area 1000 1500 2000 Soil bearing capacil 3000 4000 ^4000 sf) 5000 6000 8000 12 x 12 1 sf 1000 1500 2000 3000 5000 6000 8000 16 x 16 1.78 sf 1778 2667 3556 5333 '7112 8890' 10668 14224 2-12 x 12 2 s 2000 3000 4000 6000 8000 10000 12000 16000 2-16 x 16 3.56 Sf 3555 5333 7111 10667 4221 17-71 21332 1 28443 4 Z N O J W C�f C=) O = — J W_ J ZD LW QW�cn Z J• __ d O J CD~ Z Q UCkf W CC:w U pZwQ t Q C):: d E.c 0 0 - O � r o 0 0 ••' �v E > o 0 0- 0 c -a .0fO 1T m u 10 `R, 0' W V Z —T-I•Ib��'P\ - \ d \ \ 1� \ \ /) L9 dp `\ W \ / O \ / v 10 `R, 0' W V Z —T-I•Ib��'P\ - N °G, �� 00 BOE' �-u,J 4 B. TRA DESIGN REVIEW("V/"Rcvie- of these plans docs not aulhorizo or ;fpprove any omission or deviation from the fec'eral M1.np'actured Home Construction & Safely Slindards, MAR 17 2000 G S P p,G �p,'f-• F O� /X00 aN0 e.SF'� li^ N,:1 CCPy llrr; r . • I:.. v• rrr ��Crly of j 1. .. ... f! •1 I� li.f t�rf C bl...J U,.. r�Jd..J rU.:poW�;h.J Copy• 1.unl MULTI -WIDE PIERS & FOOTINGS LOCATE MARRIAGE LINE PIERS UNDER ENDS OF OPEN SPANS IN MARRIACf. WALLS. NOTE: FOR ALTERNATE PIER TYPES o°� AND COMPLETE PIER INFORMATION �P Ev REFER TO 'TYPICAL PIER DETAILS' PACE IN THIS MANUAL. rrn o• , 7S r SEE 'INSTRUCTIONS FOR PIERS AND FOOTINGS" i- 9' utununr rnurprTr muluf. VAC (IM'14M is MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING VHILC NOT A STRUCTURAL REOUIREMCNT TO MEET CODE, MARLETTE HONES RECOMMENDS PERIFETCR VALL SUPPORT ION HOr�S VITH 2.6 FLOORS; TO rREVENT Cnj MEW CRACKING. MARLETTE HOMES VILL NOT HONOR. ANY VARRANTY 1LLAImS PCRTAiNING TO DRYVALL CRACKING iF'Puii;�,CiCR UPGRT ia k3i rtcLwni ON 2x6 iLOGR tU{:a PCRIMETER PICR (TTP.) - SEE NOTE ABOVE =r' 'C' GFNFRAL NOTES* This page is the eRc!u:.,_ prow: of T. R. Arno!d & Acs:c::les, Ir.:. s 1 -BEAM SOIL BEARING CAPACITY MAXIMUM Y mm 1500 PSI 2000 PSI 2500 PSI 3000 PSI gm MINIMUM ROOF LOAD (PSF) B) BE LOCATED ON NOM -EXPANSIVE SOIL. ROOF LOAD (PSF) 201 = ROOF LOAD (PSF) ROOF LOAD (PSF) DI!!E`Si�11S 20 30 40 80 20 30 40 BO 20 30 40 BO 20 30 40 80 'A' 6 8` 8 10 6 6 B 10 6 6 6 8 6 6 6 8 'ii' 81 B` 10 10 6 6 B 8 6 6 6 8 6 6 6 8 C' 22 24 25 30 19 21 22 26 17 18 19 23 16 17 IB 21 D' 24 26 27 30 19 20 22 24 17 IB 1 19 1 22 1 16 17 11 20 is MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING VHILC NOT A STRUCTURAL REOUIREMCNT TO MEET CODE, MARLETTE HONES RECOMMENDS PERIFETCR VALL SUPPORT ION HOr�S VITH 2.6 FLOORS; TO rREVENT Cnj MEW CRACKING. MARLETTE HOMES VILL NOT HONOR. ANY VARRANTY 1LLAImS PCRTAiNING TO DRYVALL CRACKING iF'Puii;�,CiCR UPGRT ia k3i rtcLwni ON 2x6 iLOGR tU{:a PCRIMETER PICR (TTP.) - SEE NOTE ABOVE =r' 'C' - - = 'c' I l IJ FULL`VALL ALTERNATE REPLACES SIDCVALL BLOCKING "Cr 1C, TRA DESIGN REVIE1. c Review of (hese plans does rat�avoso•at^ Qx4 STUDS 24' O.C. MAX-) (SEE NOTE ABOVE) or approve any omission or _,,::Op fro., the Federal Manv!eci:,cd Mcme ccnst:ua;on TYPICAL DOUBLE WIDE WITH RIBBON FOUNDATION a Safely Standards MAH 7 0 `fid 'qy� GFNFRAL NOTES* This page is the eRc!u:.,_ prow: of T. R. Arno!d & Acs:c::les, Ir.:. s 1 -BEAM H MAXIMUM Y mm 2. FOOTINGS MUST FEET ONE OF THE FOLLOVING: gm � B) BE LOCATED ON NOM -EXPANSIVE SOIL. ? moa 201 = x u d to oc pQr= ` O S uYy p 301 = 22'-4' : � U G Q_J Q u 1 401 = 20'-0' HATING LINE ' PIER (TTP-) y: P AM J. MATING LINE -'D' -- _ :, �..:.=;:.;c::::• ;<>1.,�::, �;. _ :L:; :'T? I -BEAM 6'-0' Of. TTP. -: 1-KAM PIER ,. - (TYP.) I -BEAM - - = 'c' I l IJ FULL`VALL ALTERNATE REPLACES SIDCVALL BLOCKING "Cr 1C, TRA DESIGN REVIE1. c Review of (hese plans does rat�avoso•at^ Qx4 STUDS 24' O.C. MAX-) (SEE NOTE ABOVE) or approve any omission or _,,::Op fro., the Federal Manv!eci:,cd Mcme ccnst:ua;on TYPICAL DOUBLE WIDE WITH RIBBON FOUNDATION a Safely Standards MAH 7 0 `fid 'qy� GFNFRAL NOTES* This page is the eRc!u:.,_ prow: of T. R. Arno!d & Acs:c::les, Ir.:. s 014"1. H Y mm 2. FOOTINGS MUST FEET ONE OF THE FOLLOVING: gm � B) BE LOCATED ON NOM -EXPANSIVE SOIL. ? moa C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE x u d to oc pQr= LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. O S uYy p : � U G Q_J Q u - - = 'c' I l IJ FULL`VALL ALTERNATE REPLACES SIDCVALL BLOCKING "Cr 1C, TRA DESIGN REVIE1. c Review of (hese plans does rat�avoso•at^ Qx4 STUDS 24' O.C. MAX-) (SEE NOTE ABOVE) or approve any omission or _,,::Op fro., the Federal Manv!eci:,cd Mcme ccnst:ua;on TYPICAL DOUBLE WIDE WITH RIBBON FOUNDATION a Safely Standards MAH 7 0 `fid 'qy� GFNFRAL NOTES* This page is the eRc!u:.,_ prow: of T. R. Arno!d & Acs:c::les, Ir.:. s 014"1. CONCRETE STRENGTH ASSUMED TO BE %,7VAr4ER �9eD)(T4np"bl'shs3 opY - 2. FOOTINGS MUST FEET ONE OF THE FOLLOVING: �r> A) EXTEND IELOV FROST LINE. B) BE LOCATED ON NOM -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO BRAIN TO SUMP OR DAYLIGHT. 3.(2) 1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL•RIBBOHS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. —i-- 1. !a �?_Ev. A 14 utunatu rnm-WTr 1711MW WFC 014'W'D i: MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR I' FROM BOTTOM OF FOOTING, VHILI NOT A STRUCTURAL REQUIREMENT TO MEET CODE MARLETTE HOMES RECOMMENDS PERIMETER VALL SLIPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE MORES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. PERIMETER PIER (TYPJ - SEE NOTE ABOVE I -BEAM MAXIMUM SPANS SOIL BEARING CAPACITY cz TRA DESIGN REVIEW Re,,ie- of mese '10 not butho'44 1500 OSI 1 204 = 25,10, 301 = 22'-4* 2000 PSI +KAM PIER 2500 PSI C' 3000 PSI MINIMUM ROOF LOAD (PS AD GISF) (TYPJ RCCF LOAD nF) RCCIF LOAD * DIMENSIONS —2-7— 0 Jo 4o L 20 30 40 80 29 30 40 80 20 30 40 80 6 8" 8 _80- 10 6 1 6 9 111 6 6 6 8 6 6 6 8 IBI 8 10 10 6 6 8 8 6 6 6 8 6 6 b 8 a'A' ---7C-'— ] - 22 24 25 30 19 1 21 1 22 26 1 17 1 18 1 19 21 16 17 18 21 ID, 24 26 1 27 30 19 1 20 1 22 24 1 17 1 18 1 19 22 16 1 IJ 1/ 1 eu i: MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR I' FROM BOTTOM OF FOOTING, VHILI NOT A STRUCTURAL REQUIREMENT TO MEET CODE MARLETTE HOMES RECOMMENDS PERIMETER VALL SLIPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE MORES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. PERIMETER PIER (TYPJ - SEE NOTE ABOVE I -BEAM MAXIMUM SPANS cz TRA DESIGN REVIEW Re,,ie- of mese '10 not butho'44 204 = 25,10, 301 = 22'-4* iC-O( +KAM PIER ;—ro— .1— c:1::,:o,, a.. eeviAtion from he Feet,z: Home Cnsi a ruct;on C' 401 z 20'-0' (TYPJ & Safely Sl.inda,d; 1 - BE AMI 801 13'-9'C3 D-0 NOT COPY > I -BEAM 03-e ;s r=e e.xc:u-.:v.z property of T. R. A-no:d & oral c. Inc. & is (2x4 STUDS 24' O.C. KAXJ (SEE NOTE ABOVE) prolezicd by a Federal Unpublished Copy- ri ht TYPICAL _TRIPLE WIDE (WROD) WITH R BBON FOUNDATION GfNFRAL NOTES I. CONCRETE STRENGTH ASSLKD TO BE 2500 PSI AFTER 28 DAYS. 2. FOOTINGS MUST MEET K OF THE FOLLOVDG HATING LINE A) EXTEND KLOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BCLOV THE FROST LK GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3. (2) 112' X 14 REM RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. I-BEAMTfi 8,-rf OL TYP. _ MATING LINE 7 N PIER (TYPJ I -BEAM MATING LINE EETC, LC 7 4 I -BEAM 16 1 -:J cz TRA DESIGN REVIEW Re,,ie- of mese '10 not butho'44 iC-O( +KAM PIER ;—ro— .1— c:1::,:o,, a.. eeviAtion from he Feet,z: Home Cnsi a ruct;on C' (TYPJ & Safely Sl.inda,d; 1 - BE AMI IVI A N 7 200 0 D-0 NOT COPY FULL V&L ALTERNATE REPLACES SIDCVALL BLOCKING nThis 03-e ;s r=e e.xc:u-.:v.z property of T. R. A-no:d & oral c. Inc. & is (2x4 STUDS 24' O.C. KAXJ (SEE NOTE ABOVE) prolezicd by a Federal Unpublished Copy- ri ht TYPICAL _TRIPLE WIDE (WROD) WITH R BBON FOUNDATION GfNFRAL NOTES I. CONCRETE STRENGTH ASSLKD TO BE 2500 PSI AFTER 28 DAYS. 2. FOOTINGS MUST MEET K OF THE FOLLOVDG AoW'l A) EXTEND KLOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BCLOV THE FROST LK GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3. (2) 112' X 14 REM RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 16 1 -:J 4. 12'' MINIMUM CONCRETE FOOTING SIZES (INCHES) x- HAT BE 6' PROVIDED (3) 1/2'x 94 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROR BOTTOM OF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO ORYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES PERIMETER PIER (TYP) - SEE NOTE ABOVE - -MAX SOIL BEARING CAPACITY HUH. SPANS I -BEAM I 1500 PSI 2000 PSI 2500 PSI 3000 PSl MINIMUM ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) DIMENSIONS 20 3040 1 BO 20 1 30 40 80 20 30 40 BO 20 30 40 80 'A' 6 8' 8 10 6 6 B 10 6 6 6 B 6 6 6 8 'B' Bx 8x 10 1 10 1 6 1 6 B B 6 1 6 6 1 6 6 6 6 B x- HAT BE 6' PROVIDED (3) 1/2'x 94 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROR BOTTOM OF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO ORYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES PERIMETER PIER (TYP) - SEE NOTE ABOVE I \ I -BEAM 1 I I -BEAN PIER (TTP.) MATING LINE t I-BCAM PIER (1YP) I LW m i¢ - -MAX HUH. SPANS I -BEAM I 209 = 25'-10' I 309 = 22'-4' - 1 409 = 20'-0' MATING LINE t 1 -BEAM 809 = 13'-9' PIER (TYP) 1 • Yom••.--�'/'-..ti•� .. �`�♦ ^` n - I \ I -BEAM 1 I I -BEAN PIER (TTP.) MATING LINE t I-BCAM PIER (1YP) I LW m i¢ a rn u a i • W ` r._1 N p W m X 1 W 1 1 I t I. 1 I ILo u I c a z W TRA , I �'z t� tiew of I.4 laps .• r' 1 r.i*;:c L•om fir, FULL VALL ALTERNATE REPLACES SIDCVALL BLOCKING d sal�1, _;. ,Q u J1 `- on (2x4 STUDS 24' OL MAX-) (SEE MUTE ABOVE) IYi!a.K 17 2000 TYPICAL FULL TRIPLE WIDE WITH PARTIAL SLAB FOUNDATION GENERAL NOTES: This Dago ooerly of T. 2. A is 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. pro1eC''d ;( ^��" led tour riyhl, w.ts 2. FOOTINGS MUST MEET ONE OF THE FOLLOVING: A) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN 10 SUMP OR DAYLIGHT. 3. (2) 12' X 94 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 18 tl I I -BEAM I B'-0' O.C. TTP. I -BEAM PIER (TTP-) � I -BEAM a rn u a i • W ` r._1 N p W m X 1 W 1 1 I t I. 1 I ILo u I c a z W TRA , I �'z t� tiew of I.4 laps .• r' 1 r.i*;:c L•om fir, FULL VALL ALTERNATE REPLACES SIDCVALL BLOCKING d sal�1, _;. ,Q u J1 `- on (2x4 STUDS 24' OL MAX-) (SEE MUTE ABOVE) IYi!a.K 17 2000 TYPICAL FULL TRIPLE WIDE WITH PARTIAL SLAB FOUNDATION GENERAL NOTES: This Dago ooerly of T. 2. A is 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. pro1eC''d ;( ^��" led tour riyhl, w.ts 2. FOOTINGS MUST MEET ONE OF THE FOLLOVING: A) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN 10 SUMP OR DAYLIGHT. 3. (2) 12' X 94 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 18 tl FULL VALL ALTERNATE REPLACES SIDCVALL BLOCKING d sal�1, _;. ,Q u J1 `- on (2x4 STUDS 24' OL MAX-) (SEE MUTE ABOVE) IYi!a.K 17 2000 TYPICAL FULL TRIPLE WIDE WITH PARTIAL SLAB FOUNDATION GENERAL NOTES: This Dago ooerly of T. 2. A is 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. pro1eC''d ;( ^��" led tour riyhl, w.ts 2. FOOTINGS MUST MEET ONE OF THE FOLLOVING: A) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN 10 SUMP OR DAYLIGHT. 3. (2) 12' X 94 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 18 tl MINIMUM CONCRETE FOOTING SIZES (IND -ES) .= SOIL BEARING CAPACITY 1500 PSI 2000 PSI 2500 PSI 3000 PSg MINIMUM ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF TOAD DIMEf.'SIONS 20 30 40 80 20 30 40 80 20 30 40 BO 20 30 4'A' 6 8` 8 10 6 6 8 10 6 6 6 8 6 6 B' 8" 9` 10 10 1 6 6 1 8 8 6 6 1 6 8 6 1 6 1 6 1 B MAY BE 6' PROVIDED 0) 1/2'x 14 RCBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING SET REBAR 3' FROM BOTTOM OF FOOTING. VHILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS. TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING T DRTV&L CRACK NG IF PERIMETER SUPPORT IS NOT PRESENT ON 2.6 FLOOR HOMES Rede- of 0,-se^Itn; en•s rot lWhorize or ao�:c-c a.— ....::c. •:Io r 1 -cm c the fe.:c..;l v..sau ach::cd H:.me Censl:ud-ort W i Ce 2x M,AR 17 2000 g s DO NOT CC" I— ---- ..— —1.. 1 ❑rooerly of 017011,41 -TCD DICD MOI _ Ur ►nTE ABOVE 2 FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING (2x4 STUDS 24' O.C. MAX-) (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH FULL SLAB FOUNDATION GENERAL NOTES: 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. 2. FOOTIN15S KUST MEET ONE OF THE FOLLOVINGI A) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON-EXPANSIV( SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL 10 DRAIN TO SUMP OR DAYLIGHT. 3. (D V2' X 14 REBAR REC[KW- !CD (HJT NOT REQUIRED) UNDER ALL PIERS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS- /a MINIMUM CONCRETE FOOTING SIZES (INCHES) 1= MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING SET REBAR 3' FROM B01!0M Y FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON FOMES V1TH 24 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT HONOR ANY VARRANTT CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES PERIMETER PIER (TTP.) - SEE NOTE ABOVE GENERAL NOTES- 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS.2. !PN�l SOIL BEARING CAPACITY EXTEND BELOV FROST LINE. 1500 PSI 2000 PSI 2500 PSI 3000 PSI MIN1!:LN ROOF LOAD (PSF) ROOF LOAD (PSF) ROCC LOAD (PSF) ROOF LOAD (PSF) DIMENSIONS 20 30 40 1 80 20 30 40 BO 20 1 30 40 80 20 30 40 BO 'A' 6 8` B 10 6 6 8 10 6 6 6 8 6 6 6 B B' 8` 8 10 1 10 6 6 B 8 6 6 6 8 6 6 6 6 1= MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING SET REBAR 3' FROM B01!0M Y FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON FOMES V1TH 24 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT HONOR ANY VARRANTT CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES PERIMETER PIER (TTP.) - SEE NOTE ABOVE GENERAL NOTES- 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS.2. !PN�l FOOTINGS KIST MEET ONE Of TME FOLLOVINGA) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3. (2) 1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. `T'_ 1. ) 7 rr-4 N A *wy, SECTION A -A I.I f(R 12' I SCAM fRA1[C LAG SCSSvS (11) 4.4.12 PUTAR IRICx Q) 2.r6 t_ uR[Att_� L8 2.b RDI Alit 2.6 fl[Ut AISI IT FRAME I•KM fLMR 2.8 tIR(ARD C[KRI rKl r K I ID+ I•KM ' . PIaR xCM FLIL Q CUfAI[ A KX” Er 16' VILE LAMER r K z IDI 1•KUK rRDI rmlK. 10 Tamm Cr I -KM DWALL 4 VZ RE-ROIS WA IHnIN KQIS 10 PLUCDi[L SECTION A -A 10CIMSBHILREVIEW -u wnze or 31'p.love.:Iny omi> ion Gr davial on From the Feecrel %%jnv;ei1• •ed Nome Construction & SaIcIY Sl,.ndords• MAR 7 2000, 110 11,0`1 o ce�y e i t :r.,a we properly b1 a Feta al Unpuli%. nIC-1 C?M %TEN; LAID Ift CLALA VAa VAUS REI K ClUx 10 VLSI U, Cr X fLIIK ARCA I7 tK KX raiwol MAO-/ M MA MILL VMMER J 2.6 RIX AIS[ 2.4.12 ?UD,•LAR SRICX (lr I•KM rRAK) - 4.4.Q PUIXIAR BRICX (12"I -KM IWO fR H !•KM D.4.16 ILCUc 8.16 C[?CJtCI( IL00(S Lor PORCD CRCRCIC) ITPICAL SECTION B -B SECTION B -B ISXIRIC DCIAIL V4A2 LAG SCR[VS fLUR fLNCCS-< r K . IDI I•KM� K�I f l PAG I• M f IDI-(RMS-KXKR Io101 2'B Wl SMA) ARO.RD I -KM AMU 1101 •Ca1SS-KRKR � JT b CCAI(R PILAiICR U4rCR KM VIIX 6• SIKVAUS. LKI. IQAICI 6.6 Post OR ADJJSIAKC 011,140 I� s; F00rmI1 IAKC [Al1M IIW,I( a VG 4' ADJIISIAK[ C0.uM DI WK 4' ONM IC fICCR 72.]2.11 C1)CRCIC MIX I)) 14 RODS CXN VAt SECTION >r b i —7 `I- ULvmanI PIK IWEAKI AIM (XIS SECTION D -D 2.4.12 OMAR 11110 n� n• CIC I•Rcm rema S/16'.6' LAG =VS (.t) M UR(AI(DI rAADE s, PC I3 L IR MOCK KII At 6'•r or- Mll Vlim 6• cr CDKRS mi Co ■ r Vr a )DI I•KM IAC[ fKl ea4.16 CD04C1[ RIM C� A.K CDUiI( ILM3 sa■ W PA/tCl fl)[FLIU IIP. "„e 4• mauc rLmt (%kVKIII Ixn �1 � rift,,' UrA CODE "Ice D PAWO RR AYEL bK rml 421 IL RODS CS>r1DUS1S SECTION A -A SECTION C -C C� n �l FCR Ir I -OEM FRANC IT FRAME I•KM fLMR 2.8 tIR(ARD C[KRI rKl r K I ID+ I•KM ' . PIaR xCM FLIL Q CUfAI[ A KX” Er 16' VILE LAMER r K z IDI 1•KUK rRDI rmlK. 10 Tamm Cr I -KM DWALL 4 VZ RE-ROIS WA IHnIN KQIS 10 PLUCDi[L SECTION A -A 10CIMSBHILREVIEW -u wnze or 31'p.love.:Iny omi> ion Gr davial on From the Feecrel %%jnv;ei1• •ed Nome Construction & SaIcIY Sl,.ndords• MAR 7 2000, 110 11,0`1 o ce�y e i t :r.,a we properly b1 a Feta al Unpuli%. nIC-1 C?M %TEN; LAID Ift CLALA VAa VAUS REI K ClUx 10 VLSI U, Cr X fLIIK ARCA I7 tK KX raiwol MAO-/ M MA MILL VMMER J 2.6 RIX AIS[ 2.4.12 ?UD,•LAR SRICX (lr I•KM rRAK) - 4.4.Q PUIXIAR BRICX (12"I -KM IWO fR H !•KM D.4.16 ILCUc 8.16 C[?CJtCI( IL00(S Lor PORCD CRCRCIC) ITPICAL SECTION B -B SECTION B -B ISXIRIC DCIAIL V4A2 LAG SCR[VS fLUR fLNCCS-< r K . IDI I•KM� K�I f l PAG I• M f IDI-(RMS-KXKR Io101 2'B Wl SMA) ARO.RD I -KM AMU 1101 •Ca1SS-KRKR � JT b CCAI(R PILAiICR U4rCR KM VIIX 6• SIKVAUS. LKI. IQAICI 6.6 Post OR ADJJSIAKC 011,140 I� s; F00rmI1 IAKC [Al1M IIW,I( a VG 4' ADJIISIAK[ C0.uM DI WK 4' ONM IC fICCR 72.]2.11 C1)CRCIC MIX I)) 14 RODS CXN VAt SECTION >r b i —7 `I- ULvmanI PIK IWEAKI AIM (XIS SECTION D -D n� n• Co ■ ':�eue■ sa■ SECTION C -C .., .a •r KI MA CDKIL IT FRAME I•KM fLMR 2.8 tIR(ARD C[KRI rKl r K I ID+ I•KM ' . PIaR xCM FLIL Q CUfAI[ A KX” Er 16' VILE LAMER r K z IDI 1•KUK rRDI rmlK. 10 Tamm Cr I -KM DWALL 4 VZ RE-ROIS WA IHnIN KQIS 10 PLUCDi[L SECTION A -A 10CIMSBHILREVIEW -u wnze or 31'p.love.:Iny omi> ion Gr davial on From the Feecrel %%jnv;ei1• •ed Nome Construction & SaIcIY Sl,.ndords• MAR 7 2000, 110 11,0`1 o ce�y e i t :r.,a we properly b1 a Feta al Unpuli%. nIC-1 C?M %TEN; LAID Ift CLALA VAa VAUS REI K ClUx 10 VLSI U, Cr X fLIIK ARCA I7 tK KX raiwol MAO-/ M MA MILL VMMER J 2.6 RIX AIS[ 2.4.12 ?UD,•LAR SRICX (lr I•KM rRAK) - 4.4.Q PUIXIAR BRICX (12"I -KM IWO fR H !•KM D.4.16 ILCUc 8.16 C[?CJtCI( IL00(S Lor PORCD CRCRCIC) ITPICAL SECTION B -B SECTION B -B ISXIRIC DCIAIL V4A2 LAG SCR[VS fLUR fLNCCS-< r K . IDI I•KM� K�I f l PAG I• M f IDI-(RMS-KXKR Io101 2'B Wl SMA) ARO.RD I -KM AMU 1101 •Ca1SS-KRKR � JT b CCAI(R PILAiICR U4rCR KM VIIX 6• SIKVAUS. LKI. IQAICI 6.6 Post OR ADJJSIAKC 011,140 I� s; F00rmI1 IAKC [Al1M IIW,I( a VG 4' ADJIISIAK[ C0.uM DI WK 4' ONM IC fICCR 72.]2.11 C1)CRCIC MIX I)) 14 RODS CXN VAt SECTION >r b i —7 `I- ULvmanI PIK IWEAKI AIM (XIS SECTION D -D 9 _ k \22 }k - 7 . \ >\\ � § } 22 3 \ 2 R§ J � z � k }\c � }\c a±&_Cc z 0>a� � 2 !o)ƒ Ll e k - 7 . ® e § } 22 § s Ke 2 R§ � - � cz) ¥ , v§ .� � � R C"i I _ § \ (|§�§ 0 § 2 q' FRAME \Eƒ REFER TO ///V|/U/ PAGE 26 \ k�� � .� � � (|§�§ 0 § 2 q' FRAME \Eƒ REFER TO ///V|/U/ PAGE 26 PIERS rnr%Tl SEE PORCH FOUNDATION THIS DWG. FRONT ELEVATION PORCH FOUNDATION NOTE: EACH POST REQUIRES A TIE -DOWN 16'-0' MAX. TYPICAL SIDING WN BRACKET INSTALLED AT AND LOCATED WITHIN 12" OF EITHEPjADIDESIGN REVIEW Mew of these plans does not authorize approve any omissionor deviation from the Federal Manufactured Home Constriction & Safety Standards. JAN 24 2003 Ihis page is the exclusive property of T. R. Arnold & Associates, Inc. & is proteded by a Federal Unpublished Copy. STANDARD 1 -BEAM PIERS I � � [-BEAM I I o X---r----I 3 i x I L) r I rL N a -------L84' ----- 84' MAX •- MAX • 84' MAX NOTE: ADD THE REQUIRED PIERS AT THE PORCH AREA IN ADDITION TO THE HOME PIERS IN THE FOUNDATION REQUIREMENT. • RECESSED ENTRIES WITH NO POSTS IN THE MIDDLE CAN SPAN UP TO 8'-0' MAX. ALONG THE SIOEWALL WITH A PIER UNDER THE COLUMNS ON EACH END. NOTES• 1. THIS PAGE IS FOR FOUNDATION AND TIEDOWN REQUIREMENTS FOR ANY SIDEWALL PORCH OR RECESSED ENTRY WITH A MAXIMUM WIDTH OF 54'. RECESSED ENTRY/ PORCH NOT TO BE WITHIN 3' OF ENDS OF HOME. !F SIDEWALL PORCH or RECESSED ENTRY PIER & TIEDOWNS ORA" SY: JBM Up/��► M�anu(atA1Mg. .. HM OATS 1/22/031- 129 �7 REV: - 2 1 TIE -DOWN INSTRUCTIONS of the home. In Zone 11, connect both the vertical tie - down straps and the diagonal frame straps to double After blocking and leveling, the home must be made head anchors. Straps should not be tight at this secure from overtuming due to wind. The requirements will point.Construct the tie -down system with adjustable 'ary depending on which wind zone your home is located in devices in order that the strap tension may be periodi- e the wind zone map shown on page 4). tally adjusted to compensate for heaving and settling In Wind Zone I, tie -down is accomplished by installing g. With one man on each side of the home, start at the frame ties only supplied by the owner or installer. These front and tighten straps on both sides at the same time. straps are wrapped around the frame 1 -beams and The home could be pulled off its piers if all straps are anchored to the ground. tightened on one side at a time. In Wind Zone II, vertical tie -down straps installed by the factory along the sidewalls must also be connected to ground anchors in addition to the frame ties. The number of frame and vertical ties required varies depending on the wind zone and the strapping method selected. Ground anchors should -be certified by s professional 01giiicei*,-dtciliieci or' --oaiion0y recognized testing ;::bore• tory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading and angle of anchor installation, and type of soil in which the anchor is to be installed. Ground anchors should be embedded below the frost line and be at least 12" above the water table. Ground anchors should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overtuming and sliding forces. .Minimum anchor capacity required is as .noted and indi- pd on P.E. certified Ground Anchor/Frame Tie Strapping . ,equirements detail. The following instructions are for installing tie -downs on a Marlette home. 1. From the chart and details below, select either the single or double strap method (Note: Double strap method is not available in zone II). Be sure to use ground anchors equal to or stronger than the minimum load capacities listed in the chart for the method selected. 2. Install ground anchors at the required locations per the details shown below. Anchors should be installed per the manufacturer's instructions. In Zone I, install single head ground anchors at all "frame -tie -only" locations when using the single strap method. Install double head ground anchors at all "frame - tie -only" locations when using the double strap method. In Zone ll, install double head ground anchors at all vertical tie locations. 3. The first and last frame ties must be installed within 2'-0' of the ends of the home. 4. In Zone II, endwall tie -downs are required at each (- beam. Run anchor straps from a double head anchor through angled slot cut in I-beam web, then, return to double head anchor. Connect frame ties to the frame I-beam at all ground anchor locations (double and single head) on both sides SINGLE WIDE CHART NOT-;., PLV,A.54E (U=: smg!_ strap ANCHOR WIDTH OF HOME (Fr.) . WIDTH OF HOME (FT.) 24' 1 21r 1 32 1 24' 1 28' 1 32' MIN. ULT. 14' 1 18' 1 1 ir I 20 14' 1 16' 1 18' I 20' STRAP LOAD MAXIMUM ANCHOR SPACING (FT.) METHOD CAPACITY ZONE I ZONE II SINGLE 1725 LBS. r lr 14 14' e a e a e DOUBLE 9450 LBS. 20 a1 20 28-1MAI NA NA IRA NOT-;., PLV,A.54E (U=: smg!_ strap DOUBLE WIDE CHART STRAP METHOD SINGLE WIDE WIDTH OF HOME (FT.) 24' 1 21r 1 32 1 24' 1 28' 1 32' MAXIMUM ANCHOR SPACING (FT.) ZONE I ZONE II SINGLE 4725 LBS. MAX, INTERMEDIATE SPACING PER CHAR] MAX. 2Z f 22' 27 NA I NA NA + ---- --------------- ----- - WRAP FRAME -- -- _ o AROUND I - BEAM _ I -BEAM ---- --INNER - ----- ------ --- ------ ANCHOR----,-' SIDEWALI EN['rut ANCHORS IOP VIEW OF HQW[ (ZONE 0 MY) DOUBLE WIDE CHART STRAP METHOD ANCHOR MIN. ULT. LOAD CAPACITY WIDTH OF HOME (FT.) 24' 1 21r 1 32 1 24' 1 28' 1 32' MAXIMUM ANCHOR SPACING (FT.) ZONE I ZONE II SINGLE 4725 LBS. 11' 11 11' 4' 1 6'. 8- 8' DOUBLE W50 LBS. 2Z f 22' 27 NA I NA NA NA - NOT APPUCABLE (Use single strap spacing). uAX. rom ` o MA11NG LTH[ o roA1'C - -- This s 1::c e�t�u:i• p+7pvrty I pro c Wf [Sy a federal Ung blas a Copy -- ny t, I-8[NI -------- -------- R�h ANCHOR—_,-'� SIXWALL [NDWALL ANCHORS 1 TOP NEW of (TOME (ZONE I CS(r) -j_'_ , -�' $ .4 X DOUBLE WIDE 2.-0' MAX. INTERMEDIATE SPACING PER CHAR1 TRA DESIGN R VIE'N R iew of t!:-- - uAX. rom ` o MA11NG LTH[ o roA1'C - -- This s 1::c e�t�u:i• p+7pvrty I pro c Wf [Sy a federal Ung blas a Copy -- ny t, I-8[NI -------- -------- R�h ANCHOR—_,-'� SIXWALL [NDWALL ANCHORS 1 TOP NEW of (TOME (ZONE I CS(r) -j_'_ , -�' $ .4 X TIE -DOWNS (Continued) GROUND ANCHOR / FRAME TIE STRAPPING REQUIREMENTS Anchoring equipment should be certified by a registered prolessional engineer or architect to resist e applicable forces in accordance with testing pro- „edures in ASTM Standard Specification D3953-91, Standard Specifications for strapping, flat steel and seals. Anchor straps should be Type 1, Finish B, Grade 1 steel strapping, 1 1/4" wide and .035 inches in thickness.. Anchoring equipment exposed to weathering shall have a resistance to weather deteriorizalion at least equivalent to that provided by a coating of zinc on steel of not less than .03 ounces per square foot of surface coated. U.SE RAOlVS GU PS (,) b.A1 5t=•SRP EDC SINGLE HEAD GROUND ANCHOR WITH STABLIZER PLATE (Required in Wind Zone 1) Single Head Stabilizing I� ��.r TRA DESIGN REVIEW RPAYiKl Ihc,c olrns 'ors r.of n.dho or a;a'o�e a -v cr s:roa or Se-,ni,on the Fe -r":! r.`.-,,:,:ucic:ad Hume Consil 8 Safety Slandzrds• MAR i 7 7000 OO .OT CO?Y This Cad. -ti :o eRrlu r+e oroo_r Single Head Minute Man Anchor r`OUc % by- iesN�p�yl�shcd Minimum Ultimate Load Capagl> hr_4,725 fbs. DOUBLE HEAD GROUND ANCHOR WITH STABLIZER PLATE (Optional in Wind Zone I Required in Wind Zone II) Double Head Stabilizing Device Double Head Minute Man Anchor or Equal - try Others Minimum Ultimate Load Capacity - 9,450 lbs, with Double Strap Method 4,725 lbs. with Single Strap WNertcal Tie Method Because of local sheltered conditions authorities may permit installation of the home without tiedowns. However, !iE_�tw^s as described 'ex?:il?:1 ^ ir;c • ±:f r!�C�ase,- ii ii ;F home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT iZe TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADE- uc jPUATE FOR THE AREA AND IS PERMITTED BY THE ucli APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE .ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND LECTRICAL CABLES, WATER LINES OR SEWER PIP - FAILURE TO DETERMINE THE LOCATION OF PUNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. INSTALLATION INSTRUCTIONS Check entire home for following: We a. Passage Doors: Should close easily with proper alignment. b. Cabinet Doors: Proper alignment. c. Drawers: Open/Close easily. d. Wardrobe Doors: Proper alignment and square. e. Exterior Doors: Because of the leveling involved in setting a new manufactured home, it is extremely important to check the operation of the exterior doors after the home has been blocked and leveled. For proper door operation, the threshold should be level and square with the door jambs. If a door does not operate properly, but the threshold is found to be level, the door frame itself may need some adjustment. �Z 32 \\& ][ > oc ayW��o-Y� N ` j ` o i t Y - sea88g� tV�] �X; ra ei (n W cn _J O Q I— W APPI.Y !NS it AT!0N AROUND PERIMETER. CONNECT A AND B UNITS TOGETHER SAME AS DOUBLE WIDE. ROOF CONNECTION PER DIAGRAM 1. - WALL . - WALL CONNECTION - PER DIAGRAM 2. INTERIOR WALL PER DIAGRAM 3. FLOOR CONNECTION PER DIAGRAM 4. CONNECT THE B AND C UNITS PER THESE DIAGRAMS. .11 TRA DESIGN RMEW R-�;ew of r vise pl,", dors not aolho:;zc or a»rose any omw;on or _e•ialWn from Ih± Fe:erAtu: al _nuiacled Home Conslrucl4on to Sa!ely Sllndards_ MAR 17 2000 DO NOT COPY This Page is tic eacius-ve xotserlY of T. R. Arrold 8 Assoc arcs. Icc. 3 is protected by a Federal Unpubl-shed Copy - TRIPLE WIDE SET-UP DETAIM 'I I,3LL 34 rn TYPICAL TRIPLE WIDE HEAT DUCT CROSSOVER CONNECTIONS B -UNIT HEAT DUCT 12" FLEX \-A-UNIT HEAT DUCT FURNACE & V -BOX A 12" FLEX-* \, 12x12x1O WYE 10" FLEX 12" FLEX V C -UNIT HEAT DUCT -------------- TRA D[SIGN REVIEW Review of Ilv 'c jilant do- not iiuihorize or appruve in, em;si;on or !­,alionfrom the fedc -.1 1 :.wwed Ilona Car.0 , uction ' SuIcly ',I j d d, MAR 17 2000 DO NOT CIOPY -S L., "c;--.: ;,10;)-!lly of 7 P A—u-d Y. A.s z v-. In:. pr oi¢cled Lr U.,,-,,UI,,h,,d Copy• 12" FLEX \-A-UNIT HEAT DUCT FURNACE & V -BOX A 12" FLEX-* \, 12x12x1O WYE 10" FLEX 12" FLEX V C -UNIT HEAT DUCT -------------- UTILITY SYSTEMS WATER SYSTEM The water system is connected to any potable water supply through a :Ib" male pipe inlet located underneath the home. 2. A main shut-off valve is not supplied, but must be installed on the system to conform to Federal Construction and Safety Standards. Water Mastar Oran flow ,a t J 1-1 Dust Cap V ylana, Copper Flax Or ed Pip" Service Connaclion pplied By Manufacturer TE THE MAIN SHUT OFF VALVE IS T SUPPUEO BY THEMAHUFAC- ER, BUT MUSTBE INSTALLED ON SYSTEM TO COMPLY WITH TME ERAL CONSTRUCTION t SAFETY r 1 STANDARDS. 3. All exposed water supply lines subject to freezing should be protected by insulation and electric heat tapes. A receptacle is located within 24" of the water inlet for plug- ging in the heat tape. Heat tape must be listed for mobile home use. 4. The water distribution system has been designed for use with an inlet water pressure of 80 PSI. When the home is installed in areas where water pressure exceeds this pressure, a pressure reducing valve must be installed. This valve must be either a full port gate or full port ball valve with threaded or soldered joints. 5. A visual inspection should be made of all accessible pipe connections as soon as water is turned on to assure there are no leaks. 6. See Homeowner's Manual for procedures when leaving your home for some time—vacation and/or during winter months. TRA DESIGN REVIEW Review of ih::c -nI,ns dos not authorize Of aoorov� ;n)• -m s'. -on c: dcvialion from tce Feder.4 ,U;rj:aclu:ed Home Construction d Safety Standards. MAR 17 2000 DO NOT COPY This page is the eaclutive properly of T. R. Arr:o!d b A;sacates, Inc. S is protected by a Federil Unpublished — 1, 3 right, f 38 DRAINAGE SYSTEM The drainage connection is made at the 3" main drain out- let. Care should be exercised to slope properly and support the drain line from the home to the site sewage system. per foot fall and 4 foot minimum support strap intervals). Connect the drainage piping system to the site inlet and test by allowing water to flow into all fixtures including the clothes washer standpipe. Check for any evidence of leakage under fixtures such as sinks and lavatories and under the home for trap leakage at tubs and stools. THE DIAGRAMS BELOW WILL ASSIST YOU IN COMPLETING HOOK-UP OF THE DRAIN, WASTE AND VENT (DWV) SYSTEM OF THIS HOME. f•) = t 1/2.2 OR }- (AS REOUIRED PER HOME). }" uaN STOOL DR "IRSNIPPING CAP (AS NEEDED) SANITARY TEE—U D' TO SENfRfI I FIELD INSTALLED. ROPE • I/4- PER (PARTS SUPPLIED BY uANUFACTURER) BLOCK AS REQUIRED NOTE: DRAIN LINES NEED TO BE SUPPORTED A MAXIMUM OF 1'-0" O.C. FLOE RIM (•) SECOND DR SLAPPING CAP L i EL961A. 'E WTTH P -TRAP AREA OF FRAME. 1. PAINTED FRAME (OR ECIJA!' SECURED TO FLOOR JOISTS %I---! (6) 1W SCREWS. INSULATION BATT, NUMBER C, _ANS PER EACH HOMES FLOOR OSB PAINTED PANEL (OR SECURED TO FRAMING WITH<01 1- SCREWS. Typical Underground Service E.M.T. Connector Junction Box (if Required) 10" x 10" x 4" (100 AMP) 10" x 12" x 4" (150 AMP) 10" x 16" x 4" (200 AMP) Typical Overhead Service Masthead ` � 1 Roof/Flashing i E.M.T. Conduit oTABLE A: ELECTRICAL FEEDER AND EQUIPMENT SIZES O a V 7 — W Feeder Sizes Based on n G Minimum Copper Conductors '5 J Z cli i Feeder Junction Black - "Power" Green Size Size Load — Red -"Power' or Bare (Inside Am Am _: �-✓,� 50 50 NA O or 100 100 10x10x4 #i4 THW Cu #8 Cu 1 1/4" 150 115 10x12x4 #1 THW Cu 1i8 Cu 1 1/2" v - • 10x16x4 #2J0 THW (Cu) #4 (Cu) 2" O p ELECTRICAL FEEDER AND EQUIPMENT SIZES Feeder Sizes Based on Use of 75 Degree "C" Insulated Maximum Minimum Copper Conductors Neutral Required Conduit Feeder Feeder Junction Black - "Power" Green Size Size Load Box Size Red -"Power' or Bare (Inside Am Am Inches White - " Neutral" Ground Dia. 50 50 NA #18 THW Cu #8 Cu 1 100 100 10x10x4 #i4 THW Cu #8 Cu 1 1/4" 150 115 10x12x4 #1 THW Cu 1i8 Cu 1 1/2" 200 130 10x16x4 #2J0 THW (Cu) #4 (Cu) 2" ;onductor Sizes Are In Accordance With The 1993 National Electrical Code Table 310-16 Through 19 Note 3 40 MISCELLANEOUS OPTIONS i YPICAL FIREPLACES 1. If your home is equipped with a built-in fireplace, it will be necessary to complete the installation of the round top assembly, rain cap, spark arrestor and triple wall pipe. 2. Install the storm collars over the roof flashing. The storm collar must rest on top of the flashing spacers. Install the tabs through the slot on the opposite end of the storm col- lar and push storm collar down over the chimney so that it rests on the roof flashing spacers. Pull the tab to tighten the storm collar against the chimney pipe. Seal top edge of storm, collar r ith non-combustible waterr-.—f sealant. 3. Install remaining section of triple wall pipe and contempo- rary cap. NOTE: The top of the contemporary cap assembly should extend at least 3 feet minimum above the point where the chimney exits the roof, and at least 2 feet above the highest point within 10 feet of the chimney. 4.' Follow the inahufacturer's instructions provided with your fireplace to install roof pipe connections along with general hints and maintenance to care for your iirepiace. TRA DES:GN REVIEW Rev:ev.• of eti:se P::n; ec.n not aulhori:e O• aDorave . ns z-I•ssian or deviii6or from e ie-ersl %Nar.ciact.,ed Home Consf.-uc Lon S Safell S13r.d3:�i. [AAR 17 2000 DO ',OT CCPY f ins os;" s I^e C.cl.' z Oro:e•ty o T R A:-,a'� & A soc Ic•. la:. E r: rrotecied by a Fedoral Unpublished COPY - fight. 42 P—d Top A...rnptr J' 0. W.. t !—I Clod Pu.A Do -.n 1-11A2 R.In C.p So ft A—.(- Chi—.y Cap Ad.plot Tripl. W.11 Pip. Storm Coll.r Flr..lop Tnlmbl. Osmp.r Handl. OP_. A4 li l.t D.mp.r Handl. in, ram WitA sn«f at.ld SA..rt If D,Iflculf ro 4... Ff..n-p Ur FI41 On Roof. '�•7'� C.ul\Imp FTssnlr.p S� � h t FIGURE 41. TYPICAL DRYER VENTING v\ =m Floor Joist Or Ext. Wall Escutcheon Reid Alom. or Galv. Manufacturer's �� '--Rim Joist Recommended Framing Manufacturer's I I I I Exhaust Hood Or Equiv. I I I t I I � I Ilil t m NOTE: IF DRYER IS NOT PRE-INSTALLED, VENT IS CAPPED AT WALL OR FLOOR. / FIGURE 42. AN EXTERIOR LIGHT FIXTURE TRA DESIGN R -VIEW P.e�ieso cl Viase - 1-n; c'o srot authorize or a-.Zrov- ::nv o-.i::�<o� o: :evinl ion f.om the Fe=z -al .15:ured Harr%,• Construction E Sn.'ely Slana:d [AAR 17 2000 DO N0T COPY Th$ rage .s the eSCIusi,e proper1Y of T. R Ar-c:d 1, A;scc,ates. Inc. Z is preseoed by Unpoblishsd COPY- 44 ntht. Cap Duct DETAIL Globe Junction Box Color Coded Wires -T- 1. .44 Sea,i('- f7ite II MOBILE HOME UNDERSIDING TECHNICAL BULLETIN Bulletin #1 Part 1 and II PART II REPAIR AND PATCHING INSTRUCTIONS 1. SEALING OPENINGS AROUND PLUMBING AND DUCT EXTENSIONS Issued 9-18-73 Revised 3-4-74 3-8-76 To apply the Undersiding material over water, waste drain, and duct extensions, either of two methods are recommended: (a)I Make a "+" cut in Undersiding where extension is located with a utility knife. Cut in material should be smaller than the diameter of pipe. Force SEAL-TITE over opening and tape "points" around pipe several times with either SEAL-T;TE #360, #520, or #740 Black vinyl repair tapes. : Ycr e—Icnzion and r3u, e.� Ilti a.rv: '.,.^r^ :•., 9�,; •_: t�`.i ill. lt�1C.�. ;,y taping with any of the above mentioned SEAL-TITE repair tapes. 2. FINAL FINISH After completion of plumbing checks the Undersiding should be thoroughly inspected for openings and repaired as required. For satisfactory adhesion, the surface should be dry and free of dust and dirt. A clean surface Is most Important for proper application. (For the convenience of maintenance service crews or dealer setup personnel, it is suggested that additional strip§ of #360 or #740 tape be applied to the Undersiding for their use after completion of service work. Either SEAL-TITE #360 or #740 may be removed and reapplied to SEAL-TITE II. Undersidir*g'with^LTt !ess ?r?'ad"e_.veho« hcwcvcr, 452G higiI Tack Tape cannot be used ill this manner because of the exceptionally high aggressiveness of the adhe- sive necessitating a silicone release backing. As an altemative we suggest that a tightly rolled supply of #520 (2 - 3 ft.) be taped to the Undersiding around extension outlets for future use.) 3. RE-SEAUNG UNDERSIOING MATERIAL AFTER COMPLETION OF REPAIR OR MAINTENANCE WORK. To reclose long openings In the Undersiding made necessary by under chassis repairs use either of the two following methods. (a) Draw edges of opening together and apply 4" strips of SEAL-TITE #360, #520 or #740 tape crosswise (per- pendicular) to direction of opening every 4"- 6'. Finish by applying lengthwise strips of tape over the joined edges. TRA DESIGN RE:IE'.v (b) Apply rectangular cutout patches of SEAL-TITE II Undersiding over the open are and �Ee fj, h:i� 5ft 165r 'sides of patch to Undersiding surface with SEAL-TITE #360, #520 or #740 vinyl tape. II^' ' '• :J .: 1:;.;, -•�,•-.,,,;Jli ZIL dz";s `- 4. REPAIRS OR MODIFICATIONS TO FRAME (CHASSIS) 1 Normal precautionary measures should be taken when making frame repairs with welding or acety►b�}'AuttIng ta&O es. Metal shielding should be used during repair work of this type. 5. TAPE STORAGE Do NOT cc;( This page is ISc OR:!J r.,oerfy of T. R A ,D'd . A ; s: '•c• Inc. i is Since vinyl is more flexible and easier to handle at moderate temperatures, it is recommended that.lepebe stoped-in•shed copy• an area over 50° F. This will assure best results and maximum adhesiveness. Cold temperatures will not adversely affect the adhesive qualities or performance of the tape after application. Some manufacturing procedures call for priming (painting) the chassis after completion of the floor structure. In doing so, an overspray of paint residue is unavoidably left on the Undersiding surface. This stippled coating will prevent 100% surface contact between the polyethylene coated surface and the tape resulting in poorer adhesion. As a solu- tion to this problem, we recommend the use of SEAL-TITE #520 High Tack vinyl tape. This tape has a highly aggres- sive 2 mil adhesive coating especially developed for conditions of this type and is recommended for use on units uti- lizing this method of floor construction. 46 5. include the crossover duct manufacturer's splice kit, if required; have a minimum interior diameter of 10 inches or as approved; 7. include a sheet -metal extension elbows of at least 26 - gauge to connect the collar to the crossover duct; 8. include two-inch wide foil tape (NASHUA #322 or equivalent) or a duct sealer for outdoor applications (HARDCAST HDC RTA -50 or equivalent) for all metal - to -metal connections; 9. include stainless-steel, worm -drive clamps or nylon straps; and 10. ;-dude a be!'% bottom rape approved by the manu- facturer.' Connections to Furnace Boot fly b ri� ... w .&,ppkV ,ted &,OV `. Le$oo Sheet -Metal Extension or Elbow The sheet -metal extension or elbow must be: 1. 26 -gauge and secured to the vertical collar with sheet metal screws; 2. sealed at the connection to the vertical collar with foil tape or duct sealer; 3. sealed at all seams of the adjustable elbow, if applica- ble, with foil tape or duct sealer; and 4. insulated to at least R-8. Connections Connections of the inner liner of the crossover duct must be: 1. secured to the extension, elbow or collar with sheet metal screws; Cut back or installed to extend over the sheet -metal extensions or elbows to the collar so the insulation and vapor retarder extend up into the belly blanket; 48 3. taped to the extension, elbow, collar or splice with clamps or straps; and 4. cut to minimize excess duct length and stress at con- nections. Connections of the exterior vapor retarder of (tie crossover duct must be; 1. secured to the. extension, elbow, collar or splice with clamps or straps; 2. taped over the hole clamps or nylon straps with an approved belly -bottom tape; and 3. taped to the belly bottom with approved belly -bottom tape where the crossover duct enters the belly. —rr-- The crossover duct must be: 1. supported above the ground by strapping or blocking where clearances permit; 2. installed to avoid standing water; 3. installed to prevent compression and sharp bends that restrict air flow; and 4. installed to minimize stress at the connections. she Federal M!';u stsuled do®e Conslruc:son & Sa'esy Sfanda.d, I -AAA 17 2000 DONOT COPY This cat! .s ,^t, eaclv-i­e oro>erly of T •-o:. L A.scc..vcs. Inc. 8 ,s a -o iv—i by a Fcderal Unpublished Copy- ri;h% BLOCKS ARE 202 (NOMINAL) SPF I¢3 PRESSURE TREATED WOOD (TYPICAL) WITH THE "FON' CRADE MARK A Esp..L \sit__ CIV SOIL FEARING CAPA.C:ITY MAX. PIER CAPACITY (R) �F LENG 1,000 1,875 24 1,000 2,345 30 1,500 3,400 29 2,000 4,220 27 2,500 5,080 26 MARLETTE HOMES-W00DEN FOOTIi_',�'JGS NOTE: WHERE FDN LUMBER IS CUT OR DRILLED AFTER TREATMENT, THE CUT SURFACE SHA -.i BE FIELD TREATED WITH THE FOLLOWING PRESERVATIVES BY REPEATED BRUSHING, DIPPING OR SOAKI'• -; UNTIL THE DOUBLE BLOCKS REOUIRED W000 ABSORBS NO MORE PRESERVATI A �N� ER ARSENATE (ACA), CHROMA':l D COPPER FOR SOIL BEARING ARSENATE (CCA), FLUOR CHROF�E�ARSE e��aoas-no�OPPER CHROMATE (ACC1 OR �OOOCPSF.GREATER THAN COPPER NAPTHENATE. the adoral clw Horse Ca�trvction Safety Standardmdardss, �{ L1 FEB 1 b 2003 00 NOT COPY pope Is the ocusive pro BOUBtEOW&K s ociates, Inc. 12EtWRt0 gyiW- I Unpublished 111000 PSF SOIL AND 30" BLOCKSI. ()NI Y_ SOIL BEARING CAPACITY (y) MAX. PIER CAPACITY () BLOCK LENGTH (IN.) 1,000 3,750 24 1,000 4,690 30 1,500 5,625 24 2,000 5,760 22 2,500 5,760 21 SOIL BEARING CAPACITY (//) MAX. PIER CAPACITY (a) IIOCK LENOIH (IN.) 1,000 3,750 24 1,000 4,690 30 1,500 6,800 29 2,000 8,435 27 2,500 10,155 26 SOIL BEARING MAX. PIER BLOCK CAPACITY CAPACITY (q) LENGTH (IN.) 1,000 5,625 24 1,000 7,030 30 1,500 10,195 29 2,000 11,520 27 2,500 11,520 26 MAXIMUM PIER SPACING (IN FEET) FOR CHASSIS BLOODING ONLY: (174' SECTION WITH '12' MAX. OVERHANC SOIL BEARING CAPACITY (#) ROOF LIVE LOAD (PSF) 30 40120 1,000 (24") 1,000 (24") 2'-8' 2'-1'-4" 1,000 (30') 1.500 1,000 (30') S-4" 3'-1'-8- 8'-0" 8'-0" 8'-0- 8'-0" 8'-0- ' 1. 1,500 4'-10' 4'-2'-5' 6'-1" 5'-3" 4'-1" 2,500 2,000 6'-0' 5'- 3'-0" 2,50017'-2"16'-m3'-7" 8'-0" 2,500 8'-0' 8'-0" SOIL BEARING CAPACITY (y)&6'-8-6'-0- ROOF LIVE LOAD (PSF) 60 80 120 1,000 (24") 4'-11" 4'-11" 4'-11' 4'-11" 4'-11' 4'-0' S-5" 2'-8- 1,000 (30') 1.500 5'-0" 4'-3" 3'-4"1,500 2,0'10 8'-0" 8'-0" 8'-0- 8'-0" 8'-0- 6'-0" 5'-2" 4'-0' 2,000 8'-O" 8'-0" 7'-6" 5'-11" 4'-1" 6'-1" 5'-3" 4'-1" 2,500 7'-1" 4'-11" 6'-1" 5'-3" 4'-1" MAXIMIUM PIER SPACING CHASSIS BLOCKING SOIL BEARING CAPACITY (#) ROOF LIVE LOAD (PSF) 30 40 60 80 120 1,000_(24') 4'-11" 4'-11" 4'-11' 4'-11" 4'-11' 1,000 (30') 6'-2" 6'-2" 6'-2' 6'-2' 6'-2' 1.500 8'-0" 8'-0" 8'-0' a'-0' 8'-0" 2,0'10 8'-0" 8'-0" 8'-0- 8'-0" 8'-0- 2,'501) 8'-0' 8'-0" 8'-0" 8'-0" 8'-0" PERIMETER BLOCKING SOIL BEARING CAPACITY (R) ROOF LIVE LOAD (PSF) 30 40 60 80 120 1,000 (24') 5'-9' 4'-7" X-4" 2'-7" V-10- 1.000 (30") 7'-2" 5'-9" 4'-2" 3'-3" 2'-3" 1,500 8'-0' 8'-0" 6'-1" 4'-9" 3'-3" 2,000 8'-O" 8'-0" 7'-6" 5'-11" 4'-1" 2.5D0 8'-0 8'-0" 8'-0" 7'-1" 4'-11" SOIL BEARING ROOF LIVE LOAC! 'PSF) CAPACITY (p) 30 40 60 30 120 ROOF LIVE LOAD (PSF) 30 40 60 1 80 1,000 (24') 5'-4" 4'-9" 4'-0' -5" 2'-8" 1,000 (24") 1,000 (30") 6'-8' 6'-0" 5'-0" f -3" 3'-4" 1,500 8'-0" 8'-0" 7'-3" It• -2" 4'-10- 2,000 8'-0" 8'-0" 8'-0 :''-8" 6'-0" 1,000 (30") I 2,500 8'-0" SOIL BEARING CAPACITY (#) ROOF LIVE LOAD (PSF) 30 40 60 1 80 120 1,000 (24") 8'-0" 7'-2" 6'-0" 5'-1" 4'-0" 1,000 (30") 8'-0" 8'-0" 7'-6" 6'-5" 5'-0" 1,500 8'-0" 8'-0" 8'-0" 8'-0" 7'-3" 2,000 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2,500 8'-0' 8'-0" 8'-0' 8'-0' 8'-0" FOR CHASSIS AND PERIMETER 13LOCKING TOGETHER: (174' SEC'fION WITH 12' MAX. CHASSIS BLOCKING CHASSIS BLOCKING : SOIL BEARING CAPACITY (#) ROOF LIVE LOAD (PSF) 30 40 60 80 120 1,000 (24") 8'-0" 8'-0' 8'-0" 8'-0" 8'-0" 1,000 (30") 8'-0" 8'-0" 8'-0' 8'-0' 8'-0' 1,500 8'-0- 8'-0" 8'-0" 8'-0' 8'-0' 2,000 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2,500 8'-0" 8'-0' 8'-0' 8'-0' 8'-0" SOIL BEARING ROOF LIVE LOAI: (PSF) CAPACITY ($) 30 40 1 60 50 120 1,000 (24") 8'-0" 8'-0" 8'-0 3 -0" 8'-0" 1,000 (30") 8'-0" 8'-o' 8'-0' -0" W-0" 1,500 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2000, 8'-0" 8'-0" 8'-0" d' -O" 8'-0" 2,500 8'-0" 8'-0" 8'-0" B'-0" 8'-0" PERIMETER BLOCKING PERIMETER BLOCKING SOIL BEARING CAPACITY (p) ROOF LIVE LOAD (PSF) 30 40 60 80 120 1,000 (24") 8'-0" 8'-0" 6'-8" 5'-3" 3'-8" 1,000 (30") 8'-0" B'-0" 8'-0" B'-6" 4'-7- ''-7" 1,500 8'-0" 8'-0" 8'-O" 7'-10" S'-6" 2,000 8'-0" 8'-0" 8'-0" 8'-0" 5'-7" 2,500 8'-O' B'-0" 8'-O" 8'-0" 5'-7" SOIL BEARING CAPACITY (p) ROOF LIVE LOA 30 40 60 1,000 (24") 8'-0" 8'-0" 6--8- 1,000 (30") 8'-0" 8-0" 8'-0" 1.500 8,-0" 8'-0" 8'-0" 2,000 8'-0- 8'-0" 8'-0" 2,500 8'-0' 8'-0" 8110" C (PSF) 80 120 i'-3" X-C -6" 4'-7" ?' -0" B'-0" -0" CHASSIS BLOCKING SOIL BEARING CAPACITY (y) ROOF LIVE LOAD (PSF) 30 40 60 1 80 1 120 1,000 (24") 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1,000 (30") 8'-0" 8'-0" 8'-0" 8'-0- 8'-0- 1.500 8'-0" 8'-0" 8'-0"• 8'-0" 8'-0" 2,000 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2,500 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" PERIMETER BLOCKING SOIL BEARING CAPACITY (y) . 30 ROOF LIVE LOAD (PSF) 40 60 80 1 120 1,000 (24") 8'-0" B'-0" 8'-0" 7'-10" 5'-6- 1,000 (30") 8'-0" B'-0" 8'-0" 8'-0" 6'-10" 1.500 8'-0" 8'-0.' 8'-0" 8'-0" 8'-0" 2000, 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2,500 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" FASTEN RIM JOIST TO SILL PLATE PER CHART — #4 CONTINUOUS to� FOUNDATION WALL & I -BEAM 1/2' BOLTS, NUTS, AND WASHERS OR 3/8' x 4' LAG SCREWS AT 16' O.C. REO'D THRU RIM JOIST GIRDER A—HALF RIM JOIST CAP BLOCK SHIMS PER NOTE 3 NOTE 3 MARRIAGE wcJIPIER e 81-0i o Antes Att LOty ntls FOOTING BELOW — FROST UNE, MIN. 12' BELOW GRADE 5/8' DIA. ANCHOR BOLTS w/ 3/16' x 2' SQ. PLATE WASHERS AT 6'-0' O.C. MAX. EMBED MIN. 7' INTO CMU. FOUNDATION WALL GROUT TOP COURSE FOR ANCHOR BOLT AND REINF. TYP. TREATED 2x6 SILL PLATE MAIN I—BEAM SHIM AND BLOCK i PER NOTE 3 APPROVED MAIN I—BM PIER °r VAPOR PER NOTES RETARDER BELOW D 30' SQUARE TYPICAL AT PIERS 30 PSF MAX. GROUND SNOW LOAD B -HALF RIM JOIST ' 30' SQUARE UNLESS OTHERWISE NOTED AT COLUMN LOCATIONS aE rn 04 +a6uIcd-e4 span = 20`..0` 'For colmmvs RIM JOIST TO SILL PLATE FASTENING W w m Ix APPROX. FIN. z GRADE SLOPING ti S AWAY FROM FDN. END 1 Bd NAILS 6' O.C. MIN. o = CONT. B' CMU FDN. ZONE f WALL; X-4' MAX. En o HT. W/ 2'-10' MAX. C C W BACKFILL. M f4 CONTINUOUS I 12 TYP.• CONT. FOUNDATION WALL & I -BEAM 1/2' BOLTS, NUTS, AND WASHERS OR 3/8' x 4' LAG SCREWS AT 16' O.C. REO'D THRU RIM JOIST GIRDER A—HALF RIM JOIST CAP BLOCK SHIMS PER NOTE 3 NOTE 3 MARRIAGE wcJIPIER e 81-0i o Antes Att LOty ntls FOOTING BELOW — FROST UNE, MIN. 12' BELOW GRADE 5/8' DIA. ANCHOR BOLTS w/ 3/16' x 2' SQ. PLATE WASHERS AT 6'-0' O.C. MAX. EMBED MIN. 7' INTO CMU. FOUNDATION WALL GROUT TOP COURSE FOR ANCHOR BOLT AND REINF. TYP. TREATED 2x6 SILL PLATE MAIN I—BEAM SHIM AND BLOCK i PER NOTE 3 APPROVED MAIN I—BM PIER °r VAPOR PER NOTES RETARDER BELOW D 30' SQUARE TYPICAL AT PIERS 30 PSF MAX. GROUND SNOW LOAD B -HALF RIM JOIST ' 30' SQUARE UNLESS OTHERWISE NOTED AT COLUMN LOCATIONS aE rn 04 +a6uIcd-e4 span = 20`..0` 'For colmmvs RIM JOIST TO SILL PLATE FASTENING NOTES: 1. Bd NAILS SHALL BE TOE—NAILED TO SILL PLATE TREATED 2x FASTEN RIM JOIST TO SILL SILL PLATE PLATE PER CHART IN DETAIL A #4 CONT. 5/e' DIA. ANCHOR BOLTS PER DETIAL A. qy=4 MAIN I—BEAM CONTINUDUS 8' CMU FDN. WALL SEE NOTES IN DETAIL 'A' _ #4 CONT. GROUT ALL CELLS SOLID UNDER I—BEAM MARRIAGE WALL PIER; 30 PSF MAX. GROUND SNOW WALL PIER; 30 PSF MAX, GROUND SNOW LOADIB�I-BEAM POCKET AT POCKET AT ENDWALLS I C I NOTES: 1. FOOTINGS MUST BE LEVEL IN ALL DIRECTIONS. PIERS ARE TO BE PLACED CENTERED ON THE FOOTING SO THAT THE FOOTING PROJECTION FROM THE PIER IS EQUAL FROM SIDE-TO-SIDE AND FRONT -TO -BACK. PIERS MUST BE LEVEL VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTING. 2. CONCRETE BLOCKS FOR FOUNDATION WALL AND PIERS ARE S' x 16' x 8' NOMINAL SIZE, HOLLOW CELL LOAD BEARING CMU's MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE 'N'. OPEN CELLS ARE ALIGNED VERTICALLY. THE FOUNDATION WALL AND DOUBLE STACKED PIERS SHALL BE LAID IN RUNNING BOND WITH TYPE M OR S MORTAR THE TOP COURSE OR THE CAP BLOCKS SHALL BE PERPENDICULAR TO THE MAIN 1 -BEAM. 3. CAP BLOCKS BETWEEN TOP OF PIER AND MAIN FRAME OR AT MARRIAGE UNE SHALL BE TWO INCH NOMINAL HARDWOOD, STEEL., OR 4' SOLID CONCRETE OR MASONRY BLOCKS. SHIMS SHALL BE AT LEAST 3 1/2' NIDE AND 6' LONG AND ARE NOT TO EXCEED 1' IN THICKNESS. SHIMS SHALL BE PERPENDICULAR TO I -BEAM OR RIM JOIST, FITTED AND DRIVEN TIGHT BETWEEN CAP BLOCKS AND MAIN FRAME OR RIM JOIST. 4. MARRIAGE UNE PIERS SHALL SUPPORT THE MARRIAGE WALL/COLUMNS PER MODEL SPECIFIC FOUNDATION PLAN. 5. MAIN I -BEAM PIERS SHALL BE SPACED AT 8'-D' O.C. UNLESS OTHERWISE NOTED. & FOOTING SIZES ARE BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE OF 1,000 PSF. 7. SEE FOUNDATION GENERAL NOTES FOR DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. PERMANENT FOUNDATION WALL AND PIER DETAILS SEISMIC ZONE 4 70 MPH WIND SPEED DRAWN BY: AC DATE:_ 10/14/03 REV. 12/17/03 1 F-21 .0 (CA) INTERIOR Bd NAILS 6' O.C. MIN. 70 ZONE END 1 Bd NAILS 6' O.C. MIN. MPH 1 ZONE NOTES: 1. Bd NAILS SHALL BE TOE—NAILED TO SILL PLATE TREATED 2x FASTEN RIM JOIST TO SILL SILL PLATE PLATE PER CHART IN DETAIL A #4 CONT. 5/e' DIA. ANCHOR BOLTS PER DETIAL A. qy=4 MAIN I—BEAM CONTINUDUS 8' CMU FDN. WALL SEE NOTES IN DETAIL 'A' _ #4 CONT. GROUT ALL CELLS SOLID UNDER I—BEAM MARRIAGE WALL PIER; 30 PSF MAX. GROUND SNOW WALL PIER; 30 PSF MAX, GROUND SNOW LOADIB�I-BEAM POCKET AT POCKET AT ENDWALLS I C I NOTES: 1. FOOTINGS MUST BE LEVEL IN ALL DIRECTIONS. PIERS ARE TO BE PLACED CENTERED ON THE FOOTING SO THAT THE FOOTING PROJECTION FROM THE PIER IS EQUAL FROM SIDE-TO-SIDE AND FRONT -TO -BACK. PIERS MUST BE LEVEL VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTING. 2. CONCRETE BLOCKS FOR FOUNDATION WALL AND PIERS ARE S' x 16' x 8' NOMINAL SIZE, HOLLOW CELL LOAD BEARING CMU's MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE 'N'. OPEN CELLS ARE ALIGNED VERTICALLY. THE FOUNDATION WALL AND DOUBLE STACKED PIERS SHALL BE LAID IN RUNNING BOND WITH TYPE M OR S MORTAR THE TOP COURSE OR THE CAP BLOCKS SHALL BE PERPENDICULAR TO THE MAIN 1 -BEAM. 3. CAP BLOCKS BETWEEN TOP OF PIER AND MAIN FRAME OR AT MARRIAGE UNE SHALL BE TWO INCH NOMINAL HARDWOOD, STEEL., OR 4' SOLID CONCRETE OR MASONRY BLOCKS. SHIMS SHALL BE AT LEAST 3 1/2' NIDE AND 6' LONG AND ARE NOT TO EXCEED 1' IN THICKNESS. SHIMS SHALL BE PERPENDICULAR TO I -BEAM OR RIM JOIST, FITTED AND DRIVEN TIGHT BETWEEN CAP BLOCKS AND MAIN FRAME OR RIM JOIST. 4. MARRIAGE UNE PIERS SHALL SUPPORT THE MARRIAGE WALL/COLUMNS PER MODEL SPECIFIC FOUNDATION PLAN. 5. MAIN I -BEAM PIERS SHALL BE SPACED AT 8'-D' O.C. UNLESS OTHERWISE NOTED. & FOOTING SIZES ARE BASED ON A PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE OF 1,000 PSF. 7. SEE FOUNDATION GENERAL NOTES FOR DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. PERMANENT FOUNDATION WALL AND PIER DETAILS SEISMIC ZONE 4 70 MPH WIND SPEED DRAWN BY: AC DATE:_ 10/14/03 REV. 12/17/03 1 F-21 .0 (CA) � V CMH Manufacturing, Inc. General Notes FOUNDATION GENERAL NOTES: 1. Foundation plans and details developed by CMH Manufacturing, Inc. are provided to our company owned sales centers and wholesale distribution partners. Alternate foundation systems may be used in lieu of these plans provided they are designed by a local professional Engineer or Architect familiar with the local soil and climate conditions, and are approved by the local authority having jurisdiction. 2. Surface drainage shall be diverted to a storm sewer or other point of collection so that hazards are not created. Lots shall be graded so as to drain surface water away from the foundation walls. The grade away from the foundation shall fall a minimum of 6 inches within the first 10 feet, except when drains or swales are provides to ensure proper drainage. 3. In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determined whether to require a soil test to determine the soil characteristics. This test shall be made by an approved agency using an approved method. 4. Footing sizes are based on a presumptive allowable soil bearing pressure of 1,000 psf. 5. An approved ground cover vapor retarder of at least 6 -mil polyethylene or its equivalent shall be installed. Overlap a minimum 6 inches at all joints. 6. Concrete footings shall have a minimum compressive strength of 3,000 psi at 28 days. Concrete foundation walls and other concrete exposed to the weather shall have a minimum compressive strength of 3,000 psi at 28 days and shall be air entrained no less than 5 percent and not more than 7 percent. 7. All exterior footings and foundation systems shall be placed a minimum of 12 inches below undisturbed ground and shall extend below the frost line except when frost -protected footings are properly designed and/or founded on solid rock. 8. For perimeter foundations, treated wood sill plates shall be anchored to the foundation with anchor bolts or an approved anchor strap spaced a maximum of 6 feet on center. Anchors shall be located within 12 inches from the ends of each plate section, including corners. 9. Concrete and masonry foundation walls shall be selected and constructed in accordance with approved engineering standards. Concrete block walls and piers shall be laid in running bond with Type M or S mortar. Dry stacked piers and bonded with 1/4 inch Bonsall "Surewall" surface bonding cement in accordance with the manufacturer's instructions is an altetnate to mortar as approved by the jurisdiction having authority. 10. Piers of hollow masonry units shall be capped with 4 inches of solid masonry or concrete, or shall have cavities of the top course filled with concrete of grout. Piers shall be filled solid with grout or Type M or S mortar when its unsupported height exceeds four times their least dimension. 11. Shims shall be at least 4 inches vide and 6 inches long and are not to exceed 1 inch in thickness. For on - frame homes only, shim floor and rim joist perpendicular to main I -beams, piers and pilasters, fitted and driven tight. F-0.0 CA 2C)r,-3 06/15/04 e CMH Manufacturing, Inc. General Notes 12. Drains shall be provided around all foundation walls retaining earth and enclose habitable or usable space located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Drainage systems are not required when founded on well -drained ground or sand -gravel mixture approved by the jurisdiction having authority. 13. Damp -proofing by an approved material shall be provided around all foundation walls retaining earth and enclose habitable or usable space located below grade. In areas where a high water table or other severe soil -water conditions are known to exist, exterior foundation walls that retain earth and enclose habitable or useable space shall be waterproofed by an acceptable membrane extending from the top of the footing to the finished grade. 14. Under -floor space shall be ventilated with a net area ratio not less than 1 square foot for each 300 square feet of under -floor space area. One such ventilating opening shall be within 3 feet of each corner of the building. The required openings shall be placed to provide cross -ventilation of the under -floor space. 15. An access opening of 18 inches by 24 inches shall be provided to the under -floor space. 16. Top of the foundation wall shall not be less than 6 inches from finished adjacent grade except when a masonry veneer is used, 4 inches is the minimum. Wood floor joist shall not be closer to 18 inches from the exposed ground in under -floor areas. 17. Height of wall and height of unbalanced earth fill will have an effect on the size and type of concrete or masonry foundation wall used. 18. Final details, construction, and approvals by local or state inspectors are the responsibility of the contractor. F-0.1 CA -3 .F 3 06/15/04 l N MARLETTE HOMES SITE INSTALLED FURNACE OR WATER HEATED VENT STACK INSTALLATION. O1 INSERT SHIP LOOSE GAS JACK ROOF FLASHING THROUGH THE HOLE IN THE ROOF, DOWN ONTO THE TOP OF 5 THE WATER HEATER. ( SECURE THE INNER PIPE TO O4 SILVER METAL THE WTR. HTR. WITH THE TAPE ATTACHED SCREW CLAMP. WATER HEATER (4)OUTER PIPE MUST COME DOWN (4)OUTER PIPE THROUGH THE HOLE IN THE COMPARTMENT CEILING MATERIAL. (4)AFTER THE GAS JACK HAS O INNER PIPE SECURED TO THE WT R. HTR. SEAL ANY GAPS BETWEEN THE O SCREW OUTER PIPE AND CEILING WITH CLAM SILVER METAL TAPE. ( SHINGLE IN THE GAS JACK ROOF FLASHING PER THE WATER HEATER INSTRUCTIONS ON THE BACK OF THE SHINGLE PACKAGE. O1 INSERT SHIP LOOSE GAS JACK ROOF FLASHING THROUGH THE HOLE IN THE ROOF DOWN OVER TOP OF THE O FURNACE, FIT INNER PIPE OVER THE TOP OF THE FURNACE O SILVER METAL FLANGE. TAPE O PULL THE OUTER PIPE DOWN SLIP OVER TOP OF THE FURNACE FLANGE. OOUTER PIPE""FURNACE O3 SECURE THE OUTER PIPE TO THE COMPARTMEN FURNACE WITH (1) METAL SCREW. TAPE METAL JOINT INNER PIPE WITH SILVER METAL TAPE. O4 AFTER THE GAS JACK HAS BEEN SECURED TO THE WTR. HTR. 3 METAL SCR O SEAL ANY GAPS BETWEEN THE PIPE AND CEILING WITH METAL SILVER TAPE. O5 SHINGLE IN THE GAS JACK FURNACE ROOF FLASHING PER THE INSTRUCTIONS ON THE BACK OF THE SHINGLE PACKAGE. JR 3-15-05 - SITE INSTALLED GAS JACKS COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapters under. permit number for the following location:��% Owner Owner's Address = — Mobilehome Mfg Model Year Insignia No. o'er Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date"% By THIS CERTIFICATE IS VOID WHEN \MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the reqquirements of the California Administrative Code, Title 25, Chapter 5, undeEpermit number for the following location: Owner r .T a Owner's Address Mobilehome Mfg. '�� _ Model Year Insignia No. ��� `G •�' Serial No. It is hereby certified for occupancy at the above described location and may be occupied. . f Director of Public Works Date , A; gy % - , -.e / 'i THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. PERMIT NO. 3590-78P,E n PERMIT EXPIRES OWNER Laura J. Finefrock Ervin D. Clark CONTR. owner 25-24-14 LOCATION (A.P. ) W/S Lone Tree Rd., app. 1 mi.N.of Palermo Rd., Palermo • i • tlr- G f Temp. Power Pole Called PG&E Temp. Elea Serv. d �J Called PG&E Temp. Gas Serv. Called P APB FINALED did (Date) y, (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS .. . BUILDING INSPECTION RECORD ; BUILDING BUILDING (Cont'd) PLUMBING kirewall Soil`' (ping P ra ets 1 stF loor Mai Bldg. Re room Finish 2nd joor Fo ins Wind ws 3rd F16 StemlliyaII Sidina To out '\ Slab A Roof Sh athing Water Pi in Piers Roofing Sewer \ Garage Fdn. Ven to Fixtures Footin s StemwaI l Garage Venl§ Insulation X Water Htr. Heaters Slab Carport Prov. for ph sally handicapped Conformance of e' . Appliances \ Gas Piping & Test Footings structure - Temp. Gas w Slab Final Sanitation 4 Patio FI PLACE Final Footings Footing E ECTRICA, Masonry Walls Throat Rough 'Reinf. Steel( _ Final Fixtures Band Bea RE SPRINKL RS Motors Framing Test Water Htr. Stucco Final Subpanelt Mesh MECHANICAL Gird. F It Prot. Scraich Heatinif Servi e B K CoolAg mp. Pole F ish Du s nder round In rior Lath V tilation Permanent oor Closer ': inal Final MOBILEHOIVIE t1TILITIES Elec_ Service('j 17777 Elec. Pedestal COv Water Piping Sewer Gas PipingAb1 i BI E OME INS ALLATI N .............. Support Elec. Continuity g Water Piping Flo -7-74- Drainage Gas Piping DATE REMARKS OR RECTIONS fol;r�Frl (NOTE: An entry must be made on this form each time you visit the job site.) syo-7Y 9. Electrical A. Is service large enough to provide A&quate amperage -to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana,•etc.? Yes_ B. Is there proper clearances around panels? Yes. No C. Is power supply cord or feeder assembly properly fused? Ye kr' No— D. oI D. Is continuity test satisfactory as per the following procedure? Yes_ , No_ 1. De -energize electrical wiring system of the mobilehome at the pedestal 2. Make sure that the power supply cord or,feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. - 5. All non-current., carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service -equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off,card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle ��\ y �� e - Length e o Width 12— Vehicle Serial No. J�4� State Identification No. Additional Information or Comments: - MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yes�/�o 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes�No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Seec.>5082 & 5083) Yes_,,_i�O_ 4 Is the mobilehome level? (Sec. 5088) Yes_v No 5. If more than.a single unit, are crossover connections properly installed? (Sec. 5088) Yes_ No_ 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes��o ,r//�,.�a,,� B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes es N�oo C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No lv 61 7. Wastes and Drains � A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes7/ No B'. Does it have minimum 4" per foot slope and is it properly supported? Yes ---No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes, No D. If coach is not State of California approved, does station have required trap and vent? Yes No L��,f,. 8. Gas.Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No B. ,Test OK as per following procedure Yes No :1. Open all appliance connector vialves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"014" water column or test with slope.gauge (minimum ® 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min, without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with .soapy water. C. Are all appliance vents properly installed? Yes—1 No. A _ �'� for the ermiir will be required installation of the mobilehome. _ 200` This set of plans and specifications MUST be kept on the job at all times and, it isunlawful to � r make any changes or a!terations on same without � written permisson from the Department of Public Sep - Works, County of Butte.. f The 149a, Setback shall be 5 ft. from the 4ibne- N0 E:-­-A11 N/�fc:ricds WoArnanship Shall Be in side properfy line and 5Q ft. from the J ,Acc rd^nee v,;+k P?­�rm;'ed Gv)nd prrrfices and cowea i;.e 04 Sl e road, permit ing a maxi- reg, ff. but entirely of auc�li+;, -,rp� _,-;iq, -[ •c,,- .!,e . i^ecif`e�+ use in the Isla ,cif a 2 ear• a overhung Uni :,gni Euildinct. N arn' inq Rx i Aachanical Codes and out of all easements. fhe National Electrical Code. ' I� Septic system and location e&hnid- to be as per Butte County Health Dept. Re- quirements. All G�tif�t U X19: i ., 5.., ; loc�.tc�p connections shall be i r. L i r;. outsicle the rear f e; J:'0aJ; horn.ae site or the mobile BUTTE COUNTY BUILDING DEPARTMEN_i APPROVED COUNTY OF' BUTTE - I DEPARTMENT OF PUBLIC WORKS " 7 County Center Drive - Oroville, California 95965D Telephone: 534-4541 APPLICATION AND PERMIT autnonze representatives or the t;ounty or ttutte to enter upon the above-mentioned property for inspection purposes. s Xate Signature of Per it a or Agent JP Receipt No. % 29azo White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte.County Code and/or resolutions to do work indicated above for which fees have been paid. DIREO'fO'R OF PUBLIC WORKS BY Date? / 7-7�F ;/ui/lding permit expires Date 7 7 - 1 BUILDING Owner nILL SQ. FT. OCC. BUILDING VALUATION Mailing Address b V-7 TelephoneNo. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address i t7 D Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 .QfJ Each Trao 1.50 zdnlhg Verificefion Only Repair drainage or vent piping 1.50 _ A. P. No. — Water piping Each gas water heater or vent 1.50 F4Ws -W-8r Sal5yon FireDept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel M P 60' R/W Im r p ovements ch additional outlet .30 Building sewer 5.00 O �� Bldg. ♦mss Recd Parce royal Plans pproval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $13.60 $ j ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 800V OR LESS /dV 100 AMP OR LESS 5.00 V Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST DWELING OR A.D.S. ACCLBLDGSCCUP. B\ 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %( NEW CONSTR BRANCH CIRCUITS) NON-RESID BRANCH CIRCUITS 2.50ee NEW CONSTR. (POWER APPARATUS a NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 L25 EOccu FIXED APPLNS. OR x. 2.00 P•(OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities 15.00 (� License No. Classification Misc. Wiring 6.25 QO I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's. Compensation Laws of California. @ MECHANICAL No. FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee Is ,S,pc TOTAL PERMIT FEE $ 1 autnonze representatives or the t;ounty or ttutte to enter upon the above-mentioned property for inspection purposes. s Xate Signature of Per it a or Agent JP Receipt No. % 29azo White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte.County Code and/or resolutions to do work indicated above for which fees have been paid. DIREO'fO'R OF PUBLIC WORKS BY Date? / 7-7�F ;/ui/lding permit expires Date 7 7 - 1 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS M _ 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r X Date ZAW/Z Signature of Permitee or Agent , Receipt No. 4 14,5 / �n White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above f hich fees have been paid. D CT OF PUB C WORKS / he By D e� Building permit expires Date U U BUILDING Owner t d SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Cot actor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee IV, /U. PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 glesi SaRi-tet+ca. FireDept. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel De aaration Parcel Map 60' R/W Improveme Each additional outlet .30 Building sewer 5.00 BI 000 Parcel 45provol Plans pproval Lawn sprinkler system 2.00 NEW ❑ ADDITI N ❑ UTILITIES ❑ OTHER KI Permit Fee $ $ ,7 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 800V OR LESS Main service 100 AMP OR LESS 5•�� Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP: 01\ rLdSgft OR ADDNS. ACC. SLOGS. / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style le of: NEW CONSTR MULTI.OUTL T NON.RESID ` BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS .&, NON.RESID. ,SINGLE OUTLET CIR. EX. OCcuo(OUTLETS OR FIXT11RES BAL� Ex. OCCU FIXED APPLNS. OR Occup. (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of Califomia. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. @ MECHANICAL No FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $3010( 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Developme ee $ TOTAL PERMIT FEE $ O authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r X Date ZAW/Z Signature of Permitee or Agent , Receipt No. 4 14,5 / �n White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above f hich fees have been paid. D CT OF PUB C WORKS / he By D e� Building permit expires Date U U 1. Owner's name: 2. Installer's na BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA.'' PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? Yes/ / No / (If yes, furnish permit number%g 7,6- ) OR i Is the site an existing site? Yes / / No (If yes,, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes // No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? ---------------------- Amps 7. What is the mobilehome site circuit breaker rating? ------------- /' Amps 8. Is there any other electric load to be served by the mobilehome site service? -- � -----�-- �---�--------'------- Yes / / No (If yes, identify the load and size: (Load) , /0Z7 (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- __(in.) 10. What is the type of gas service? -------------------- Natural / / LPG /DS✓ 11. What is the gas pipe length from meter or tank to the mobilehome?V so -(f t.) 12. What is the mobilehome gas demand? ------------------- --------- iBTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. furnish .Setup Model No. Year 75 Width (ft.) Box Length_12�2 (ft.) Tagalong or 'Expando Size ���_ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes 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 mobilehome unless otherwise specified. Footings (check one) Single �.1. Wood either pressure treated or foundation grade. X (ft:)(in:) (in.) ri.) J 2: Other (specify) Cener suppor- :t enter support locations* footing sizes Supports (check one) (in.) �'1: Concrete block. X El 2. Other (specify) (ft .)(3 .) (in.) (in.) Tagalong or Expando, show support details. (ft.)(in.) (in.) (in.) /�2yr 3v -- Typical Support (in.) (in.) Footing Size 1.2, x .30 x (ft.)(in.) (i .) (in.) -- Max. Pier Spacing S� " v x -- Max. Overhang (ft.) (in.) (in.) (in.) BUTTE COUNTY 3UILDING DEPARTMEN r APPROVE D *If center piers are other than drawn above, 'draw in -locations, spacing, and dimensions. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 378 LONE TREE ROAD APN: 025-340-004 Owner: CLARK, FAMILY REV TRUST Permit No: B08-1143 Issued Date: 6/17/2008 By GLB Permit type: MISCELLANEOUS 378 LONE TREE RD Subtype: Electric Panel OROVILLE, CA 95965 Expiration Date: 6/17/2009 Description: ELECTRIC SERVICE DUE TO FIRI Occupancy: Zoning: Contractor Applicant: Square Footage: R T ANGEL INC R T ANGEL INC Building Garage Remdl/Addn 868 W ONSTOTT W 868 W ONSTOTT #J YUBA CITY, CA 95991 (530)821-5850 YUBA CITY, CA 95991 (530)821-5850 Other Porch/Patio Total FEE INFORMATION DBE Single Phase Service-Resid $59.00 Total Charged: $59.00 Fees Paid: $59.00 Balance Due: $0.00 Receipt No: B7687 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires R T ANGEL INC 457364 / C47 B / 6/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing i 7000) rvision 3 o e Business and Professions Code, and my license is in ful ffect. 6/17/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contra to S ignaof r Date ❑ I, As OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). E]I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permitis oris or on�llars ($100) or less.) ❑ IAM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 6/17/2008 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' corn nsation rovisio of Section 37 1T0 La ode, I shall forthwith comply with those Prov io Owner's na ure Date 6/17/2008 I hereby certify that I ave read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless L1, its officers, agents and employees from any and all claims and liability for personal Butte CounAND injury, including death, and property damage caused by, arising out pf, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Signature ate WARNING: FZILURE TO SECU WORK RS' COMPENSATION COVERAGE IS UNLAWFUL, SHALL ECT AN EMPL YER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSA ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 6/17/2008 CONSTRUCTION LENDING AGENCY - Name of Permittee [SIGN] Print Date 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. CONTRACTOR OWNER INFORMATION La tame City.�G G Fit Name M'I. r s Phone L — C, St — Phor Fax Ck, E-mail E-mail CONTRACTOR Name Address J City.�G G State Zip Phone L — Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail PROJECT LOCATION AP# Property Address City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits 1A ) ❑ Proposed Change of Occupancy (Note previous use): 1;7 u For office use only: Zoning Flood Zone I SRA Yes No Occ. Type Const. 38 L 3'3�J1 3N07 1 a� ob 00- m z 0- mz Lij g 4 0 MZM - V ®� V 0 ® 0 e 04 d. �2 s 1 a� ob 00- m z 0- mz Lij g MZM (� ®� 0 ® 0 04