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229 E 9th St - Technical
TECHNICAL Permit 11- ii5� Address 22°► t Project description ManuAtGtv►red hovve' Date the permit was finaled R•S Number of technical pages s 1 T d EnterP11 Nu ...TQlicro:-A9 e rs ;%gire -1.1”, n 0 F- ...r. 'at! insta 1 4, kelt'" b ..").:i..,,:,,..;,,,,,,.:.:;:',;:.j:;`,.., j..,....:::,,.,:i.1,;-,::',.',::: ;:.,:';f,I.:;.,,,,.?.1i.::.['::.4ri.:''''i,j.i:i■L'if4:,','kl:;).t;i:t.'-.',.:::::::: 1 7 if-:1' :::'.".:''',';",;N.,.::''.;[,::i',k-', ,f,C 7,,...,,.. ,...f, f l' :,;..-:;[:;!:'',';2:;..4j‘;:t:',-:',.. -r-, .r,',:::.',..i...',4 r'''.'■ :;:,:,:::.'"',:'-':;.:Z.-■!-;*.''4'.: .':7: 4,:'''''',-..i.'''• L'.:',:j1-4'..,=::1 4,. Y ,,,,,y, X7'77 74.7, '''77'. 7 1`..27, x, 'X, 7 7 7 '7'. 7 7 .,,'777 7 77 7.17.,,,,, 1 .7 ,..77,„ 7.7„ 7 .7. 7„ r. 7' .77 ..7, X 77 7 77 7 7.,..., .7,7, 77 7,, 7. ,,,,,,,,;,757;1:7. ..„„.7,; r, ,,7.7,,X: ,7:,, ,,,,,7,::r „:,:4 ;,...1,,,,,. 7,:r ,IX, ,7:,r7,1:,7,,,..7 r...,t'',.,, ,,,,I.,7:,„, 7 ',I, 7, XIX,' •7 ,...1 .",7,7.„ 77 7.,' 77, ..7',,,X7 x '7,, ..0 1„...,„ X7 ,,..X .7„, 7 7 ,.7,7 7 7 7., 7 7., 7 7 .'7, X 7',. 7 7.. 7 I ,7r.7„77:7,,,7,7,„.::. 7 7 ,X ...4 7 '7. 7 e: x 7—, ■77 .74 0 1. V L" 1 r II ti tr \k (L‘ 4)4 I x i 1 0 7, o 1 -0 vl ui c 3 1 o Z I tip t 1 -Z Hii-....c, J z c i k 7 s v s Z -.A i 5 _,,t' a-a„ voc a .i.z itl,-.- 1 (N itv uk ii: 1A) ki I k ,s. ..-elz t 1 0 MAR --v -2010 66:59 PCE 9165646029 P.05 CONCRETE TIE DOWN ANCHORS I CMAB ,r Y STEEL �OLT?ON fOP� il T 9ZCEt STRAP 40 4 dip, It WJM HOtf T000 #7000 #7001 #7002 #600 RAP w/ E /CXLE -1 1 4 i b 141 1, S�fC7i/ F f •r 1 mo. f GR e t #4002 6003 rea oa #6904 1 CONCREIICTIRS.D.OWN P INSTALLATION INSTRUCTIONS ALTERNATZ CONNLt, ION N4V(CONCRETE 110004 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND .ALUJWTO RLY CURE. 2. AL'TERNATECONNECTION REQUIRES45 REBAR PROPERLY EMBEDDED CONCRETE. POSTING CONCRETE 118003 1. .CONCRErE MUST BE A MINIMUM 3Xi" THICK AND IN GOOD CONDITION. 2 MINIMUM SLAB AREA OF EACH ANCHOR 1823 SQUARE FEET. a DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12' FROM ANY SIDE. 4, EXPANSION BOLT IS x3/ WITH MINIMUM 2k4" EMBEDMENT AND 0,1801 POUNDS PULIOUT; T 160 POUNDS SHEAR. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 1 2 IF ANGLE OF SIDE STRAP IS GREATER THAN GO; STRAP CONNECTION 1 CAN. BE MADE FROM ANCHOR TO OPPOSITE CHASSIS SEAM. 3. INSERT STRAP THROUGH SPLIT BOLT, CUT OFF EXCESS STRAP AND TIG BOLT UNTIL STRAP IS SNUG. NOTE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS S. END TIE .DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE ECTION OF THE MANUFACTURED HOME. MIL A COMBINATION OF DIFFERENT TYPES OFTIE DOWNS CAN BE USED, DIM. Ire NOCE A7 DAD MOW 7 O WA AND mum. I. i pso r III r a VIEW �nov�ew >v�air.. aioevw r END TIE DOWN !'C"M AM:CHA:9�t SSIJ Z1HODW11l�WBE QrH19M E lOTE WOWEDYanfrei of EMS! vocaot omen way Ama CONTRACTORS CERTIFICATION I CERTIFY THAT 1 HAVE INSTALLED THE SAC IND.. INC. ANCHORING SYSTEM ASP R' THE INSTALLATION INSTRUCTIONS. 1 HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM THE BUILDING STRUCTURE. COMPANY NAME CONTRACTORS UC TOTAL P.05 T •d MAR -17 -2010 06:58 PCE Y.1it. g -h••. 1:165646023 P.02 i PGIYM Inc T DOWNS ma mnimisvoitisysizm A 1 ,4 1 GENERAL;NQTES 1 9, CO N D$smxzow a C')CAC T-20 and COMPUE9 WRl`1 YYLNE3 18�+8F(TO MPK .4 ZOOS IIBC 66 tins EXP. C 4 Q El? W g t3Q1L SEARING -1Q00 P8 ,�-4 11E DOWI41�'R •E100*VYORi0N0 LOAD :II. 8EI8 C• tE----- 4CACT45 200S MC S.!■yj.F ,1ASe.1,41. 6 g 4. TIE EIOVIINB TO 61 MIPI.1 tM' 1M DE x QW6 THiCKN!SS ZINC PLATED AND MEET 6 j 14778 X sre N' BJ1R1'H ltilOIERS• 2042f ({EBTSpT04?�MIN.) 0/4/AL CROSS DRIVER 20025 TO 475IM MIN.) CONCRETE /RAOA ICHIORS-- 1s00 1?�c'i v 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND I ENDS OF THE MANUFACTURED HOME. 2. 'COMBINATIONS OF THE DIFFERENT 'IYFES OF TIE; :CAN BE USED. 3. FOR ALL TE DOWN INSTALLATIONS, :THE MANUFACTURED HOME CHASSIS. MEMBERS ARE SHOWN AB'? BEAMS (FOR .ILLSTRATIOIN PURPOSE ONLY) CH SEAMS f 4. SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS SEAMS. END TIE DOWNS ARE REQUIRED A `:EACH END OF'EACH TRANSPORTABLE SE CTION OF THE ,MANUFACTURED HOME 5:' END TIE DOWNS CAN SE LOCATED WITNIN I6` OF EITHER SIDE OF CHASSIS BEAM AXIS, AND BOLT -ON TOP CAN SE ATTAC HED WITIN 18" TO MT FROM E( IQOF CHASSIS BEAIIA. f 8 THE.S1ZES TYPES. LENGTHS ECT, OF MATERIALS SHOWN HEREON ARE MINIMUM, ..1 1 LARGER, LONGER, HEAVIER MATERIALS SUPPLIED SY SAC INDUSTRIES, IND.-MAY l BE USED AT THE SAME; SPACING /ND LOCATIONSHOWN. i 7. ALL PARTS ARE COATED WITH RUST RE SISTANT INDUSTRIAL SHOP PRIMER. 8.. THIS TIE DOWN SYSTEM .IAEETS THERE QUIiEMENTSOF SECTION 1336.3SUB- SECTION (a). POM Inc 21122 Old Hwy >a9 ice �tl�st� CantraGa,• WA 08552 I 8587258 i- 1 CAS -j' f PACI 00P RILIP43 H401hE618 l 2118 BELL AVE XE118 t BACRAAIE1110. CA. Pk t 1 1 „,,4 1 4, ,7 1 7 ,,i 4 •Ilu 1 \t1 9F I 1! i, to; 11 I is f li r i 'UU, ,,'V /l vy 6,-•-, I \1 I I I/L l Ip K J 1 il t \1 �in /j I 16. u �W. i. 1 r u �jr �l>, y/,,..% r c %E: �v j ,,•rll!•; c.� a r�-y j �I 1`.......' _��XS I t ,4� 1. P f is c L 4 1 l STATE OF WASHINGTON 11111111011111111111•111111•111i y i DEPARTMENT OF MUNITY TR ANO I r r y OFFICE COM OF MANUF ACTURED D HOUSING DEVELOPMENT e 'Ai t,5, k \�t I The perso anal hereo» has met the requtremenls and l is earl fled as provtded by !aw as a (r `r ti C i /G Manufactured Home Installer .r KEITH E GILLIS in i /cam. i,i� ;�,R 1 r f r Number Issued Date Expiration Date �r j�, c, Manager, s Section 0246 7/2/2007 7/31 /2010 t'` t '11 1INt +S! i� i,•a�. _I q� c al lI s. i- 4 r 1 !l, dl\, r�lr U \1� �1lI I,11 �.m�+ I�i �l�_ 'tl'I�`��� e o\ t `c1 `111 �,11 \i\ n I f P I i _--t t F 3 �.t /d d\ \tom rr 7 I I ,1\\ iq v-.. `.,,�3; 4 l i j�- 4� 7' itl r j r 11 11 1 ;sy iY .�'+r, -i tl�yt� r t i 2 t� f r r '11,. 3 nSta to i 1Z1n p Il °f it f f.:‘ stem z 1 r It1 ,3' i M ..yy l I1 IS. rf '3a'1 f "4 r ye Flood and seismic fo B •Figure 52 .Figure 53 illustrate typical a locati dou s section h ome m The stabllizingays i ir s f Wind Zone I and Wind Zones 11 and III-respectively. d notc nts in this r a de not consider flood ctr seismic•loads and are ll'f' q 4 ntend ri ied for use in a �s r a 1 l o az ad reas I s those sefsmi areash:ar'regalst F ;f4;! o• engineer or registered t I} sr tect must design .the r 1' fk I f i ing system Altemaie, 1:.4.-; z datibn desighs:must b' r Idulti— oectlon floor proved by -the man w O t�`. ahawn .separates. rarer and DApIA The' i,ptl 115' nate Foundation 1' --m form {Appendix A) •,f,rl h t cornpleted:and su. t awith •the:prop,osed a, l --•m a� 4- a tlon design:. ,..,i a n'' Figure 52: Typical a 1 gl cations for a .double Y' 1 home in?W ind Zone 1 fi' fs lkr iii ihr• standard rler Aria `'.a 4 l0 ,1q;p1 i Large opening 4 r4 qt! 'tr r 8' or more lf l is Q Q. 4 4 /t of 4'; r 1 I I I I i 1 Figure 53.. Typical r'i I- -4 4 -a I I 'I t`1, home in Zones U ma f' 1—Seam I Z -s lo.i. apeoing if F �t tio 7 Double'wide floor ,q W� df h Sma shown separ l j opening for elarlty. it I t. 1 1 Tiede., Vertical 1 s k l 1 1 1 e )r y+ 1 d 1 1 f m i 11 I I I 1 I I 0 ia j 0 I i High Pier Area 6Wndard Plar Area l Standard Pler'Ara r "i .i' 4,b f, "rrt r's Md Symbol Legend 5 Y Q e Standard aidewaL vertical tiedewn IS Mew all frame tied own t lit:- m a longitudinal tiedown IS a 'Jerrie g weal) frame Uedown ��f s q X41 i SIDEWALL FRAME ANCHORS Al• F Use Tables 18, 19 and 20 to determine the spacing between anchors for Wind Zones' a h er' t l,.11 and 111, respectively. Spacing requirements will vary depending on he type of home 5 'r1I i d mum (single or multi section), the slope of the roof, the Width of the floor for ?ach section, the Maxi spacing t,} sidewall height, I-beam spacing and the height from the ground to the strap attachment ments. The LAHJ' r 1 point. Determine the values for the home. Using the table for the apprcpriate wind anchor spacing t a f 1' zone, determine the column and row that corresponds to the character'stics of the ments that super, ,l home: The value on the tables is the maximum distance between anchors, Keen in values provided in `r' Il Mind that sidewall frame tie downs, must be. located no mere than two :feetfrom Huai. rr' fit �titi each endof -home. ,4 It $L1i: fi 44 4 ``}t 4 1, PU t71 l install Footings I tr Install Footings 1 This chapter provide's instructions for the design and construction of individual footings that transfer the IOad from a single pier to the ground. A footing and pier together. (discussed in Set the Home),iereferred to as a; "supporr..A footing may also S�h� be desrgned to carry the load of multiple .piers .(often called "strip* footings). The design of strip footings Is,not::covered In this manual.'. However, strip ,,footings are acceptable designed by a registered engineer or registered'artiited. The faun 1 elation syStems described in this manual have not been designed for flood il t Follow the Step b elow �z r,\rt‘'S ,�i, R 4 A t, I riP', wr... •r n R F7+ s zi> o zx 'l skY t x S' Zs.i,'. x `'t a d 1 sr 5°�'. x xg §ra aSs R 17a< a x r .0inie 1pp J1 ST P ®Esl e a s b r i t ^v u P� t y a vz a'u ,44n V 6 r sir �,r or ifs v fa 3 r 7 a 4 a p r sr t4 5 i,¢ ox i i y �s 1 o r g S' a, a u i 4: 1^ n.... 0 ,y f} A' r an' q k �P is ti P 1:. ,t 4h M` esS J .""6;if, +9,,: C z �d s ,L' F s, p t x s� ®A I -b P r71 r41.r t• w C O A 1 o 74 1� v r t c� �k sk' v 3 Y' t s `T t, R is t pn a t3^aR z t� a E' S Z 3 G e zy J i i r rs e r Y v },.m. 4, 1 fi 4 d is� $y;°q o v; I,A,5fwi r �f y Y.4.4 ,,PrA 3i r,. —4.: t .r:: R:4A *2q: c. :z r,,.,.,,L refit. `s '3+ 4 +C t.i•""' b i ak lif Al STEP 1. DESIGN POINT LOAD SUPPORTS 'r Lir i All homes will need supports, and therefore footings, under the frame, marriage line (for multi- section homes), exterior wall openings and other heavy point loads. 1 A �A i� pz 1 r, ,t' 1 All pier locations required at the mating line, perimeter and any special pier support Iota- High roof toads. For roof t, tions, as required by these instructions, will be identified from the factory by a pier tag, la- Toads of 40 psf or greater, t �r� bel, paint, or other means and must be visible after the home is installed. The pier de- a registered or signs, support Toads, and footing construction shall be as indicated in the appropriate di a- registered. architect must ,k 9 PP 9 grams, tables, and instructions herein. Where perimeter piers are required along the exte- determine the maximum J 2 i' ,it rior wall, altemate pier spacing may be used in lieu of the factory identified locations pro- marriage wall opening a vided the Instructions of this manual are satisfied in terms of allowable spacing, pier de- T ,f 4;: sign, and footing size. permitted without pier or l,}�- other supports. r PLEASE NOTE: Clayton Homes, Inc. will not be responsible for damaged or I moved pier t tags. It Is the responsibility of the installer to ensure that all piers are properly p Y positioned in y. A. J accordance with the tables diagrams contained in these installation instructions. t rP j rf it, Create a sketch of the home that Includes the exterior walls, the frame 1 -beam and the marriage line(s), if amulti- section home. The sketch will be used in this chapter to locate k t 1 each support, and note the size of the corresponding 9 g ure footing. Ft 6 is an example of I I p such. a. completed' support plan. ,2 i Perimeter i t Blocking Piers. Door Piers, 'Typical u b I' 1 Fi ure 6 !nf load (If Required) g J i 1 —Beam Frame SupPOit lOC$f10r1S 4', t Members U 7 a a 2, r J 3 7L :s 4 m p 4,4: J ai; arriage Wall Piers I �9 'Crtr k A s1 S Frame Piers I i J� r 1—Beam Frame 1 I 1‘ r ,I 4 I a Porch Post'Pieis: Perim eter i —Seam Fra I ,k: Blockin Piers: Members (If Required) ti, Door Piers. l J 2rr' +r '14 20 fi r« s 9� b P, 1lC nstaIUStabili i ri gi, t3 yste S TABLE 18. SINGLE SECTION WIND ZONE 1 FRAME TIEDOWN SPACING (FT) MAX. ROOF PITCH 4.36/12 o r l +i Max. I 10 ft Max. Width I 12 ft Max. Width I 14 ft Max. Width I 7 ft Max. Width I 18 ft'Max. Width I t�, #1.,:!S Floor I -Beam Spacing I -Beam Spacing I Beam Spacing 1 Beam Spacing Height 95.5 99.5 95.5" g x t i 1 H 99.5" 95.5" 99.5" P g I Beamipacin 112" 95.5" 99 112" 99.5" 1i, 25" 6 4'-0 12' -6 11' -0 12' -0" 12' -0" 12' -0" 12' -0"' 12'-0" 12' -0" 12' -0" i 1 48" NA NA 7' -0 6' -0" 11' -8"• 1 .0"• -4"• 12'-0" 2'-0" 12'-0" i; r 11 8 12'_0,1 r 67" NA NA NA NA 6' -0 S'-6"• q' -0 8'-.V• 81_0"' 6 1 8 ,1 9 8 t t 80" NA NA NA NA 5' -0"* 4' -8 NA 7' -0 6' -8"• 5' -8"• 8 '-8" ,.i "1 3 25" 51 -0I,. NA 10'-9"* 9 6'-4" 12'-0" 121.011. 12'-0" 12'-0" 12'-0 t'° 48" NA NA 6' 4"* 5'-4 12' -011 e 10'-011 9 1 4 11 7 1 011 12' 0" I 12 -0' 12'-0" 12'-0" 67" NA NA NA NA 5' -0 5' -0"` NA 7' -4 I 7' -0 6'-0"• a hi; 8 1 8 1, U t 80" NA NA NA NA 4' -6 4' -6 4 NA 6'-4"• I 6 1_ 4 1„ 5 1 .6 1,. 8 1 .0 11 j11 25 4' -4 NA 9' -0"* 8' -0"• 7' -0" 12' -0" 12' -0"s 12'-0" I 12' -0" 12' -0" 11' -8" li. j 48" NA NA S'-4"* 4'_6" 17-r• g' 0 "s 6 11'-8" 11'-6" 10'-0" 12'-0" i Ll r 67' NA NA NA NA 4' -8"• 4 NA 6'_811• 6 1_ 4 11 5 1 .4 11 7 8 11 7 8 11 -,,,L 1 0I 1L 7 80" NA NA NA NA 4' -0 4'-0 NA 51 -81 I 5' -811* 4'.8" 7.-4. e;u.l 1 25" NA NA 8'-0 0 8' -0" 11' -0" 11'-4" 11'-0" I 11 12'-0" 9'-6" i ..11,, y 48" NA NA 4' -8 4'-0 7'-6 7'•0 51_4" 10'-6" I 10'-0" 8' -8" 12' -0" i „i 67" NA NA NA NA 4' -4 4'-0"• NA 6' -0 5' -8 5' -0"• rt 80" NA' NA NA NA NA NA NA 5 S' 71.0,1 r li ri 0 4'•6 ,t it 6' 8" ::i.F vt TABLE 18a. MULTI SECTION WIND ZONE 1 FRAME TIEDOWN SPACING (FT) MAX. ROOF PITCH 4.36/12 ril ikt, 24 ft Max Max. 20 ft Max. Width Width 28 ft Max. Width 32 ft Max. Width ti Fo S i Floor I -Beam Spacing I -Beam Spacing I -Beam Spacing I -Beam Spacing "c Height 79.5" 95.5" -99.5 79 5" 95.5 99.5" 112" Ii' °i g 95.5"-99.5" 112 95.5"-99.5" 112 a 1. 12 0 32 0" 12 0 0 12.-00' 1 2 0 :.1 0 j 48" 12' -0 2' -0 1"• 12 0" 12 .011* 1 2 12' 0" 12 -011 r 12'4r 12'V 12 0 ctl 'i i 1 67" '9'-4 9'-6 9 0 91_6"' 9 _811• 9' -0'I• 9 1_ 6 11. r 9 1 0 11. 9 4 11 ii y 8011 9 -0"• 9' -6 9'-0 91.411• 9'-8"• 9' -0"' 9' -4 9' -0"• 9.411* 25" 12' -0"• 12'-0"* 12 -0" 12'-0"* 12'-0"• 121.01, 12'-0" 170 120' i r 48" 121_011• 12' -0"• .12'-0"• 121_011• 12'-0"• 12' -0"• 22 0 11 i M 67" 8'_6 8'-6 9'-8"• 8'-4"• 8'-8 8'-0"' 8'-4"• 12 0 gl_0'l• 8'-0"• 80" 7 -61 8'-6,1' 8 1. 6 11 81 -11• 8'-6 8 0 1,. 8 1 .4 11 1 1 1 25" 121 011' 12' 0 12'-0". 12 -0Il• 12-0 8 1 -0 ,0 811 12 12'-0 4r-o 2 121 -0"' 12' 12' 12 -0 12 -0 -0 12'- ,t i. 1_ 11 -0 12' I 0 11 r 12' -0" 12 -0 r, P „q 67 „7' -811* 7 0'' 8 8 8 4" s 10'-0"• d 4 T -8 ai if 80 6 7'-8'' .710 6 -4 -0"• ■,ib 25" 12' -0 12 -0"' 8 8 9 12 r, a I2'-0' 12'-0" 12 0 12'-0" 12'_0 12 5 4 i if i!) 48' 12 -0w• 12 -0 12'41' 12' 0 12' -0"•' 12' 0 p.2'-0"• 12'-0" 121_0,1• 67" 7' -0" 6'-4 7 -8" 7 -6" 7 -0"• 8'-6"• a I'l�Itr 8011 18'-4 91_411• 9'-0" 6'0 5'8 7'0 1 1 6'-6 6_4 r Ijg. r< r 71_811• 17'4". 816,y ii 'r' tr„ ttt !II.II /t „'j' p, tN`4g. 1 gy p. if '�i a 11 r i P +i Y-, AG,R N. a6 ''s 11:"- 1 1'158 I i �1+t1 11 lt!''; „t V l. i l'i i a t`. t V �'t 14%' I nst a l l S tab'I i z'n ii i t• k k� r�'� 4 t fi tt Puy" �Y,,� �`�s 0�115 Jf SO !j t Z t d i4` tall S ing Systems a ,c hapter covers the design and i stallation of the stabilizing system which secures the home against lateral and up- r i ,i :forces caused by wind. The sys em covered here uses earth (or ground) anchors and steel straps connected to the ,i t s longitudinal steel beams and r exterior walls. Stabilizer plates may also be used to prevent the anchor head from laterally in the ground. An an or, strap and stabilizer plate (if used) together are referred to as a tie down. f S sers.can also be mounted in com rete footings when there is enough concrete mass (weight) to resist the lateral and forces. This type of system l not covered In this manual k �,z f aS rsr ,y ?�i�, �uu,}+�, s t f 4� i A�" F`s K y i r �Y ��'a, Z t S�3: i'�.c 'L7 r E��i t xp it *x"T,S��y��')�t sf 4 1,' ri': Foil t Steps b el o w 3 a RAr t f i „4 ,r 7 i k r r x i s 'v# t a 2° 1 :fi r. ��tt� +%^i ii`;q ii 'p r t .J' F .41 s 'rre --t- e I 4 t'i "CST s K r 4 w h i ,p Y #�l 4 a o F o- r �sw� �R� t y a Ws zxi G a Y 0 �T a f it 9 d r l�' y Ki r ,,.."•t, o Al a 4c d r ti Ar n y r 4 Y o A y am: t a 5 dY ,!:..-:',,,A i `t`- 7 1 'l Y F K A 4 b ,M7 4.i3 0 F i P S 5 I 3 h"�`'� pur� i �,y( s Ur y 'II C! `312Y 4'} iy 'i W r °�r 1, p A f Zfti i tf'L d a 1.''9 ,4 xi N 7j t it i r 1F ba �'fi .w. S F ,r k, t t e i.; t .1..i t t 3 r. x: T' d4 sq F.. 0 x '�'3PS 14 s' 1 :v4 3 MVP i t m fi fi €S A ,g J r 4 F 7 .a t 4, z ,i sv1 t' t 1�l 1 rt S el v'4 4 a R M1e4?7" s r bs i1 y t'I 110140,011404,4;9? k off:.. z a;3 sir i js 1 r� xr v k Z 4.%'4 r.0i �c `r`c F r. a p 1 .1'11 y}�yy0 5$, �i B Y .r A v� 4 i�e'r 4 v A sfi c tt M7f t xa.`;��ri+ .x .J b af�.1n,. dl c 1. DETERMINE A. N' H O:R LOCATIONS u�ktl a sketc th e ho plan s owing the exterior walls marriage line(s) any) r e i beams will be Sim ar to the base sketch created In st all Footings, A.. l Need for a stabilizing sys d :"s tem. The home must be se- I h` rP able 17 for list of anchor lo 1 ations types and where they are., req Page c ured against 'the wind by n 4 �x whe the requiremen a e p rovided'are noted in "the last column. f the use of an anchor' as- t�:il sf noting P sembly or an alternative 5 anchor.: location is determi ed mar it on th e sketch notin important dimen 1 such as spacing between any hors., When complete, t will be the homes tie foundation system. Where P 9 p F igure 5 2 and Fig 5i: site or other conditions pro i z' t 17. ANCHOR LOCATION Y hibit the use of the rrmanufac Wind Zones II turer instructions, a reg Location Type Wind Zone I and iil See p age tered engineer or registered e r Yes architect must des the 1 I Frame Yes I stabilizing system. Alternate 1 i x; i r Sidewall 0Q s a t fi r r: foundation designs must be i 7 .m Frame Yes Y es 86 a pproved by the nianufactu li win itud .r a r s ;-'�r 1 3 rurer and DAP IA. 'The Alter- y i 4 f nate Foundation Approval ?{i s Vertical N o Yes 88 form (Appendix A) must be s i�t 1 Aa +,�rriage line I I f r vlt R r., i0 ia completed and submitted li •y k with the proposed founda- I5 aag Uni No Yes +t r 6 1 4 i o •gy r k gg r gn A lion design. a� ti p orch Post r �`"t� a r� 11 y j nas' Yes Yes 88 V 4 ar w z fset Unit h`,' 7� r marriage line anchors prior to moving the home over the top of the anchor locations and I li return to Set the Home or 'Corn •fete Multi Section Set respectively. r r it i d i d a {r.' o i s 73 i4 -P ri i i ns a to 11ZIfl9 i r i 4 1 r r z 9 1 �f k f Y 4 f 9.�t t 2 9 nt IAA f FRA SPACING "r "iv`rt' Wind Zone 1 Tiedown Spacing Page No e 1 3 r o r4:. s- i r a 8 "33? '-i 1 7 Table 18 u x J Y .i it l 5` Tin �iY t"i� r .:k 1L� a� dF air 9r n',+ 9 i t? y K n ss i o tF r J n ,y .,.;,...7 iv, st. Table 18a 4 ly e 7s"if r: y t1 41 ,c w. A ,11 r r Sp r i V l 11 I Table 18b 1 w�s t. 2 6'' s 'a t i AG o ��1ra.1 I• IJ iI( TS s:. t X.. iffki.,, f'3 �5 X 4 R t1,4� .t d r r11Ci I�"... J 4 s.ft r a'a s Wind Zone 1 Tiedown Spacing High Pitch Truss /r ia(4 f �ifys! r t rt ,}w t d a,. 2*� -x,m A K >xJ c. w 1 r J lr$1 Table 18c ataisit3 ,f Ycu +c*.� a t'� 1 1' ,sa L 1s1 4 3 w q i r`'p r+. a -t Table 18d C k 1 5, tx 14 >rr� z i"a ,mss fi i 1 r P 4 s k si S r f ..,r i 'T"' li i f� 'i F�' Table18e x i t r r k e w+ s "t "T 1 'e �'ni 2i t Z~• V1 .e• 9 d 1 r E i, 41 i s Fi ;5:: �r i t�;)m 1 a 1 'r 1 arvta- v y x.W n R z r f e e 1 st i t q Table 18f 1 f r tr r k kf�r iy v r s E F r at nr C Y rv 1 Table18g l a r rs y:i z r lir 4: t 4 .r if f C Table 18h I.L1 l` Eti r��`i�f t ic- fs i N; k k z 1i, �`;•t it:" Spacin Wind Zone 2 Near I -Beam Tiedown g I, i ii+i Table 19 .4r21 w a tia 1" 7t1' i I Ott i.., xt s 4 z ;4dii 1,� d y f y.Zl y a f r k ,;z k "2x' 1 ;'0"li i7 Table 19a „jk_.11 D,A4 "•.�Y 4tar v i i 3 t r�.,2,, 1,s 5 1 a t y Wind Zone 2 Far I Beam Tiedown Spacing 1 31¢ Table 19b 1713'.^9 yla tl a 1 4. a J 1 i f7B e {a :,.l� ,,P 9 S�'ti l �i z" p, a r r t •j t 1 tr 7, r r l 1 47::, 1 r 's ah° p „r i� i z T able 19C [lei's i a iii;; .TS' fi itf. 4,,f _,s o 2 i +l v Wind Zone 2 Near I Beam Tiedown Spacing High Pitch Truss j `I d S Table 19d I 'i ,i 3R �g- di`t'71 z a 7;- a 44 r i. S? r S Na2,.' i 3 h t� 3 :._"1.�£�.V.:c.:..ss...a'.:m 3 ..:.;...�::`+`"a �tk^'sy1 i ,,p Wind Zone 2 Far I Beam Tiedown Spacing High Pitch Truss i td,' Table i� "aG si, s i i 7 Lkxk; t l9 r `E ti -sx� a„s't i'h n ?a 4i 3a Table 19f d•?E611ii i l�it-)ii 1 517,` 1 1 a7al.k 3. z s 7 h y Y I �n v 1 ii 1 A d�l, i- 21 ",ft i C "1 R rv.,! 1 3 i�ly +i I c Table 199 r y 7a7 t y t 14 E a 4� r— Wind Zone 3 Near I Beam edown Spacing 0 Table 20 `�i 1 zr�'1 ii- 6 s,.r Tirs rr i j vts"i s g G y 1 i✓l'4`zgt i a 't 'dI a z t r f 1• 3 l it' r f I i i Table 20a 1'4 i� r a i, "fie `.i 11 -1 st a c`f w li �lari x..., �a, S.`. b. i, T,... .:t�.a._„- .aa `c'� M' Wind Zone 3 Far!-Beam Tiedown Spacing a TY r1 Table 20b r f 7 j 1 5 7 rz e 1- il,, Table i? i `S v I? r -,,,4," /y '�+"e Ki i�. a a i. 1 "u `'1- S :tt I t911141k i a2 4.1 3�tef,� i TIEDOWN LIMITATIONS AND SPECIFICATIONS r s Anchors shall be certified for Site conditions including soil type for-design capacity of 3150 lbs. with resistant pull load ap- ii l i plied ata- minimum 30. degree angle from horizontal. I, Anchors may be inset from .the edge of the sidewall. 6" maximum for a near beam set and 10" minimum for a far beam set. 1 Ar Theo-floor listed in the following charts include the following ranges of widths: ii, i a, 1 Wide =120" l` Y 1Z Wide =136° —144" ,i 1, 14: Wide =156 -168" I'i;i f 16 Wde =180 —190° 3.r 18 :Wide 204 -210" r',t f 20 Wide =120" 11 r y c r'x a 24'Wde =136" —144° i 28.Wde 156" —168" lht' 32Wide =178 -186" i1 ';t The maximum overhang allowed for a single section is 6" and the maximum overhang al'owed for a multi section is 24 '!,N The.foliowing frame_tiedown charts list the maximum floor height measured from the top of the grade to the connection ll point of the tiedown strap to the i -beam. Cross reference the maximum: allowable pier he ght (Table 9 and Table 12) with I s`i� a i maximum allovirss�lile floor height listed in the frame tiedown charts. If maximum height listed in frame tiedown charts is ex- ',i ceeded then designs must be provided by a registered professional. engineer or registered architect. i t r r Contact the manufacturer if the home you are attempting to set has a floor width, I -beam spacing, wall' height or i r� roof pitch That is not shown in any of the following charts (or listed as NA). i t The after any tiedown spacing signifies that a 60 degree angle has been exceeded and an. additional strap must 4,:- be added to the far beam. a p Verify that: t a nchor spacing required in the. following charts is greater than the minimum allowable spacing of the type of f Pf r anchor. installed. Verify that sidewall vertical tiedown bracket spacing meets the requirements for. Wind Zone 2 3 homes. °'iA Bra cket spacing; may be increased or additional brackets may be added as required. i 1r; d y :a 75 v i i i if; gi■Vil r a1�iZ i .yi,,v a 114:.1;.; y N A 4 stall Footings 2 I k to A t TABLE 5. POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS (LBS) 20 ft Max Home Width r Roof live Maximum Openin In Marri line (ft) a c l r ia A g f Load (PSF) 4, 8 r 14 a,t_ X16 a `18 20, r.. 2 28 1 A32 20' 1000 1600 2200 2500 2800 3100 3400 4000 4600 5200 3Q 2000 2800 3600 4000 4400 4800 5200 6000 6800 /600 40' 2400 3400 4400 4900 5400 5900 6400 7400 8400 9400 1 60a e 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 80' 4000 5800 7600 8500 9400 10300 11200 13000 14800 16600 ±00 4800 7000 9200 10300 11400 12500 13600 15800 18000 20200 ''120 5600 8200 10800 12100 13400 14700 16000 18600 21200 23800 TABLE 5a. POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS (LBS) 24/36 ft Max. Home Width ar n i 3 t d Roof Live k M aximum Opening m Marriage Line (ft) i 4, Lb d(P5F) 4 8 :::.12 14 =16 .:18 ;20 24 .:'28 0 :.,32' 2 0 1120 1840 2560 2920 3280 3640 4000 4720 5440 6160 W:,! 30 2320 3280 4240 4720 5200 5680 6160 7120 8080 9040 2800 4000 5200 5800 6400 7000 7600 8800 10000 11200 F 60; ,'f' 3760 5440 7120 7960 8800 9640 10480 12160 13840 15520 4 80 h 4720 6880 9040 10120 11200 12280 13360 15520 17680 19840 r 100 5680 8320 10960 12280 13600 14920 16240 18880 21520 24160 I .!U. iiiI 6640 9760 12880 14440 16000 17560 19120 22240 25360 28480 TABLE 5b. POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS (LBS) .0.:,., 28/42 ft Max. Home Width b Roof live Maximum Opening in Marriage line (ft) a 1 s load(PSF) 4 8 412 14 1 „18',. :;20 24 ,28 i„ I j,:;32 j; 20' 1240 2080 2920 3340 3760 4180 4600 5440 6280 7120 1 301 2640 3760 4880 5440 6000 6560 7120 8240 9360 10480 40;:, 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 4320 6280 8240 9220 10200 11180 12160 14120 16080 18040 f'i t 8(1 5440 7960 10480 11740 13000 14260 15520 18040 20560 23080 100 6560 9640 12720 14260 15800 17340 18880 21960 25040 28120 ,..120' 1 7680 11320 14960 16780 18600 20420 22240 25880 29520 33160 .1t 1 I111 f!/40,. c1/4\1 1N M., 1 .1) 1!.:.. D 't: 11 AGRI +'E QQ El i :/5 G +fi r '.%3 '..,,0010(3® /I` �OF►t1 22 T d, A l nstaII Footeng s Ft Y fib k F TABLE 6b. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT OPENINGS (LBS) i' i Roof Load Zone and Max. Home Width (12" Max. Sidewall Eave Overhang) ,),:ii!''' I South (20 psf) Middle (30 psf) a North (40 psf) <I `.Pacing 20 ft 24 ft 28/42 ft 32/48 ft 20 ft 24 ft 28/42 ft 32/48 ft 20 ft• 24 ft I 28/42 ft 32/48 fi tip to 4' 2300 2624 2948 3191 2540 2904 3268 3541 2780 3184 3588 3891 E aa4 3250 3736 4222 4587 3610 4156 4702 5112 3970 4576 5182 5637 *6' to 8' 4200 4848 5496 5982 4680 5408 6136 6682 5160 5968 6776 7382 ,i. >g tod0' 5150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128 a TABLE 6c. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEP AT OPENINGS (LBS) i Roof Load Zone and Max. Home Width (24" Max. Sidewall Eave Overhang) South (20 psf) Middle (30 psf) North (40 psf) leile ;.;acing 20 ft 24 ft 28/42 ft 32/48 ft 20 ft 24 ft 28/42 ft 32/48 ft 20 ft 24 ft 28/42 ft 32/48 ft Up to 4 t 242(W; n:> Z744 3068' 3311 Y2700 `3064 3428 3701 2980 3384' 3788 40 1 6. &4 p '39 :r: Y 4 402 4767 38 43 4942 5352 4270 4 876 5482 5937 1,, i >6'to8 fir (AQ':-.,.; :`$03$ 5736 '6222 5000 5728 6456 7002 5560 6368 7176 7782 f h; p7 1 r' 8' to 10 5450 6260 7070 7678 67,50 7060 7970 8653 6850 7860 8870'. 9628 r 5 frfi r Calculate -k gads `°11\1111411411/r i0 41�0� G- A9 q r 0 41; 0 4' 1 .Use Table Bt to determine they toads on supports below openings in the sidewal.l for a 20 Fr r, 5 psf maximl,lrrl I lve;)oad_(Refer "to •Tables'? 7c.for sldewali.operting support for roof live loads ,greaterthart :.2Qpsf):;Find`the row with the a ro riate.o enin g s an: •Then; find: o �a7 I''' °'�f' "cotumn-�with,the:a ro riete.floorwidth.. number i he:int rsectin cell is the.. 5.: /tr eceJC_ b 1 3 I TABLE 6d. LOAD ON PIER FOOTINGS AT OPENINGS ALONG THE SIDEWALL (l85) 1 1 :g t Ac t oar: i� 1. Roof Load Zone and Max. Home Width (24" Max. Sidewall Eave Overhang) 9 o L� r i` ,M1i South (20 psf) South (20 sf) t F 3 f ;I i Spacing' 10/20 ft 12/24 ft 14/28 ft 16/32 ft 18 ft Pier Spacing 10/20 ft 12/24 ft 14/28 ft 16/3 ft 18 ft :.ltA M j 3{ Up to 3 1025.' 1100' 1175 1244 1306 >5' to 6 1400 1520 1640 1750 1850 P r ,i; I 3° to 4 1150 1240 1330 1413 1488 >6' to 8 1650 1800 1950 2088. 2213 4' to 5' 1275 1380 1485 1581 1669 >8 to 10' 1900 2080 2260 2425 2575 v' VI 1 Y' go to STEP 4 SE MATERIAL (p 30) F h 411 E 1 Y (X SI ki STEP 3. DESIGN FRAME AND,P.ERIME'TER$UPPORTS l F (Homes With Perimeter'Block ing) N 'P k DETERMINE. LOCATIONS x i �y Depending on design and foliation, some'hoes require regularly spaced perimeter Ira F ra m supports along all of the sidewallsand marriage wells. in additiori.to frame supports. The sidewail andr emage.wall supports will be indicated. by pier tags, labels, acin paint or other S R. g frame su PPorts. i 4 f means Perimeter blocking requirements may also be noted on the data plate. Perimeter There must be a support blocking supports must be placed no further than S feet on- center, i 4(i k' +c Y �1 pier located near the end of x r'I r If required, penmetersupports are only needed on bearing walls. For 20 psf roof live each 1 -beam such that 5� I load, perimeter support.is,only required-at exterior doors and other openings 48" and there is no .more than 24 1i larger, unless noted' otherwise. .Beanng walls are those waUs that support the ends of inches' as measured from ∎1 t.4 ''1 1 the outside edge of the ;'w'P r ail roof trusses or rafters, (typically sidewalls and marriage walls but not end, walls of main. g i= t i u n its or sldewalls of tag units): floor to the. center of the 9 1 ,1 r To minimize the number of re q- p evenly between uired perimeter supports, s p p ace them. evenl Pier. y 1 'y,4tii� ,,f point load supports as`shown in Figure and:'Figure 10 .(but not under open spans): These figures identify typical support locations for homes requiring perimeter supports. i� a z e 4, li i 1 Install' G 4,.,, ;P"�p4 g �p� T g�yp/q, 5r 4,, h .yet rk r and toad;fpr ea support'is °ndetermi.ned,;,note it.ori the sketch When se- for supports keep in mind that incxeasing the •spa between sup is v r *ease the iaad onthatfsuppo 1 and. the size of the r equired footing s LOCATIONS exist where a bearinglstructuralweight is concentrated and transferred to 1 9 1, hr "at a specific'point.:Locate:a support, under each point load, including the I r 2 e9iamples: a s r Y Exterior doors in sideNallSr.at both sides. of each door:(blocking is, not required i ij y atc at exterior doors in'End.walls •supported by the steel header). i Other exterior wall openings. four. feet.and greater at.both sides of each open- t y i, it „I iig (including multiple= windows that` total four feet wide or more without inter jt; r mediate supports, even: if indiyiduat windows are less .than four feet). Marriage line openings, four feet or greater .at both sides of.each opening. ,i vocations where through the -rim crossover ducts penetrate the rim joist at the s s r marriage line (unless,atherwase In supplemental document provided n i lb* the home unless ther,horhe is constructed with a m e: eneter framsys- H" t 1 1 �E �y}� 5 .4 i' `,k?' Mamage line_columns Load -bearing r 0 ty yyf• g posts g G� On each, side of factory inst fi replaces when located on the side r walis'or marriage walls (excepf'.when supported b y th header) 9 1, outriggers• may be used to:.replace piers below. exterior door or window open- t than 48 Ad ustable ouM ers ma oral be substituted if local codes. permit b r, u l J g9 Y'. Y.. of these devicesand they are installed. according.to. the. manufacturer's instatla- r r r ons. Factory installed outriggers-and crossmembers may also replace piers h 4 ezt3erior.door orwindow openings less than 48`. F0. '4 required point Toad support.locations on the sketch.;. Supports are not.required i s r 'manufacturer has reinforced the floor (such as with additional outriggers or r r and so noted in the documentation provided with the..home. a' I s •.laer or Opening Less I ..k oan_48 in. in Width Combined Span (A +S) ut 1,, q r I vi f 4 q (9 I I t' �Columa Post or Wall, Lena I Than IB fa, in Wldtti ,i, Figure 7. Typical point load g f 4 i 0 S.en B S A su ort locations alO th 1 k S y x I, marriage line. ar r I, ,i i FI'! r; i i i 7 7 G 1 4 i y t 11. i 1 -Beam r l I k Y. I f, x q ket 0 y Fo F oo ti ng Fo F ooting Footing Ir l r I !i♦lelag' end Silted for Silted and Sized for Silted for ,f w�,,d Sized for s (,r, At .per Span C per Spaced per Stem B per Span A +B Span A per ii li .t i i J T Table 5 Table 7 Table 5 per Table 5 Table 5 ,t ryt.,i.j "ir y" Ii yw.l TE- LOADS r a,'f t R41 n b be to determine the loads on point load supports, (columns). For each support, y I with the appropriate section width. Then, find the row with the appropriate roof 'i s W' k and the column corresponding to the span (see Figure 7 for guidance on deter t, ^,ly i if a support is shared by spans on both sides, add the respective loads to- IM a *Ohre at the total load under that point).jThe number in the intersecting cell is the 1 u r �i;�'I1s 1 ire required loads next to each point load. support on the sketch. fi r t 1rd.' i iii: i 4 lyLi �l cl by fit k 0 4r 1 t ll.r j?,43 lk,. Install Footin s 1 hi Door. er (Ipapiha txas The 43 in .in Ridth. ..COmbirteid 9pan (A +B) t 121d1( §bea Figure 13A1 Typical marriage 'r', P s I line support focafio »s far homAS riot re �nrr e rim e 2 I Column Post. or :Wall, leas 4 g p u 't ,u l Then. id in. in Aidth ter supports r i .span C San 'B ,"i P Span A. L 1 4 6 ��HHJJ "ain 1 -MBeam ,....:„..,1.,:: Footing F f ootint Footin r P Sled fo Span. C per Sued for 3sed r i Foo Span• B per Span A +B Based far: Table 6 Table 5 e r Table 5 9 en A pet pp Table 6 t)fllf j, CALCULATE= LOADS t..--- Use Tables 6 =6c to •determine the loads on frame supports. -Find the Chart witft the ap a E� a .propdate:sidewall eave overhang. Then,;fiind.the column. with' the appropriate'tooftoad 1: zone and.section width. Find the row cor?esponding to the selected support spacing iY .tC' ,i4 E:` p' The' number in the Intersecting cell is the load. Loads on all frame supports can be. assumed to be equal if support spacing is .equal. r t However, if different support spacings are used then each support wlth'a different s ac- y 7r� y ing should be calculated separately. p `j fig Note.ihe location and load required of each support `.�i, N q pport on the sketch. 11 fii l'Iii. TABLE 6. LOAD. ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS (1.65) Roof Load Zone and Max Home Width (1 -112" Max. Sidewall Eave Overhang) South (20 psf) 30 p Middle '(30 psf) North (40 psf) a t PierSpanng '.30 ft .12ft 14 ft :16 ft 18 ft 10 ft" ,12 ft 14 ft 18 ft .10 ft 12 ft ''14ft r 16 ft 18ft1t' Up 2195 2519 2843 3140 3410 2400 2764 3128 3462 3765 2605 3009 3413 3783 4120 1 4't06' 3093 3579 4065 4510 4915 3400 3946 4492 4993 5448 3708 4314 4920 5475 5980 >6 to8' 3990 4638 5286 5880 6420 4400 5128 5856 6523 7130 4810 5618 6426 7167 7840 i 8't 4888 5698 6508 7250 7925 5400 6310 7220 8054 8813 5913 6923 7933 8858 9700 1 TABLE 6a. LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS (1.65) Roof Load Zone and Max. Home Width (6" Max. Sidewall Eave Overhang) South (20 psf) Middle 30 psf) 1 P North (40 psf) PierSpanng 10 ft 12ft ft':':;; 16 ft ..18ft:, 10 ft 12 ft 14ft :16 ft .18ft ..10 ft i2'ft 14 ft 16 ft •18ft;.": I Upto4' 2240 2564 2888 3185 3455 2460 2824 3188 3522 3825 2680 3084 3488 3858 4195 >4.to6' 3160 3646 4132 4578 4983 3490 4036 4582 5083 5538 3820 4426 5032 5588 6093 >6't08' 4080 4728 5376 5970 6510 4520 5248 5975 6643 7250 4960 5768 6576 7317 7990 8't0,10' 5000 5810 6620 7363 8038 5550 6460 7370 8204 8963 6100 7110 8120 9046 9888 a 4 09/04/5012 12:07 David Imus Page 2/19 Watch Installation Videos www.YouTube.com PRODUCTS 4 Search Duraskirt (Also known as Anchor Skirting) 400,000000 R Y -0,,,,,,.., b u 4 P s L I g.TgkF,,'.. ,x TM INSTALLATION MANUAL FOR TRADITIONAL SMOOTH AND EXPOSED AGGREGATE DURASKIRT TYPES: PRO PLUS DURASKIRT AND BE DONE RECEIVED SEP -42012 CITY OF ILDING DIVISION ES Page 1 of 18 09/04/;x012 12:07 David Imus Page 3/19 AR�TY rl CONCRETE S PRODUCTS DU .:....i..,:..:,;':;.' 4..,.i.,i .i.,.,:..,:. ...,i'I',Z: .1,„.;.:!.''..7. .....:'...:1:. ico 3 HUD, VA FHA APPROVED AS A COMPONENT OF A PERMANENT FOUNDATION AN INNOVATIVE LINE OF SKIRTING PRODUCTS FROM: CREATIVE CONCRETE PRODUCTS, LLC 115 LIND STREET USA 98273 Mount Vernon, WA Toll Free (866) 419 -9909 Fax (360) 419 12 www. DU RA SKI RT E -Mail ccpskirt ©aol.com Thank you for choos DURASKIRTTM US PATENT 6,901,709 B2 Page 2 of 18 09/04/2012 12:07 David imus Page 4/19 Copyright 2009, 2012 All Rights Reserved Purpose: CREATIVE CONCRETE The purpose of DURASKIRTT• is to provide the customer with: PT Concrete skirting that can withstand backfill. Concrete skirting that will last. Concrete skirting that is easy to install with just one person. Concrete skirting that will give the home an appearance of a traditional foundation. Concrete skirting that costs less than a stem wall foundation. Concrete skirting that is easy to maintain. Concrete skirting that resists all weather conditions. Concrete skirting with a Warrantee. Statement: DURASKIRTTM is a complete concrete panel skirting system. It includes three varieties of concrete panels, attachment hardware, ventilation and joint concealing products. It comes with complete instructions and technical support. Two Finishes Traditional Smooth Exposed Aggregate 30" x 37" x 3/4" 30" x 36" x 7/8" Two Grades PRO PLUS Geotextile Fabric at bottom edge* w/o Geotextile Fabric (Becomes the bottom fastener) Not for backfill use Designed to hold backfill Satisfaction Gaurantee Satisfaction Gaurantee Traditional Smooth: Pro is available in 30" tall and 37" tall panels. Plus is one panel that can be oriented in two directions, either 30" or 37" tall. Weight 63 lbs 29 kg Exposed Aggregate: Pro is available m 30" tall panels only. Plus is one panel that can be oriented in two directions, either 30" or 36" tall. Weight 69 lbs 31.5 kg *Geotextile fabric is poured into the skirting panel. The fabric eliminates the need for additional supports or fasteners along the bottom edge of the skirting. *See backfill instructions on page 14. Page 3 of 18 09/04/2012 12:07 David Imus Page 5/19 CREATIVE Parts List with Specificat CONCRETE PRODUCTS Traditional Smooth: Pro 30" x 37" Pro 37" x 30" Plus 30" x 37" #PRO3OTS #PRO37TS #PLUS3037TS 4 ff i 3 Y i i s pi k I 4 Exposed Aggregate: Pro 30" x 36" Plus 30" x 36 #PRO30EA #PLUS3036EA z Age ii7 LiAti Notes: Can be cut to length or height with a concrete cutting blade. Made with sand, gravel, cement and additives. Reinforced with a galvanized wire framc and fiber. Joist Fastener Vent Fastener Std Fastener s" 1 7/8" offset 3/4" offset #JFI78 1 #JF34 Vent Options 2" Plastic Vent 4" Plastic Vent Hidden Vent W/O Covers With Door Covers Screen Rated: 72 sq /in Rated: 72 sq /in yZ x 36" x '/4" #PV2 #PV2F #PV4DR screen sections n Rated: 36 sq /in 9 LL #HV36 1111 IMENDISIE Page 4 of 18 09/04/2012 12:07 David Imus Page 6/19 CREATIVE CONCRETE- PRODUCTS PLEI Small Foam Plug Large Foam Plug For use on #PV2 F or use on #PV4DR #PV2FP r #PV4DRFP Crawl Access Options 30" Access Door 10" Hand Access Access Well Frame Spreader Spreader 25" x 36" #AD30 #.AD10 #AWF il Other Components 1 5/8" ACQ Deck Concrete Color JOINT Screw Caulk CONCEALER #AS -SCREW 10 oz tube 1/2 Gal Bag #AS -CG I 0 #AS -JC Access Door Handle w /bolts *NOTE* The crates are designed with empty space for your use. Use this space for other products from our line of construction hardware and supplies. Call (360) 419 -9909 Page5of18 09/04/2012 12:07 David Imus Page 7/19 CREATIVE CONCRETE PUTS, Preparing for Installation: Gathering supplies DURASKIRTTM panels are easy to install_ In this manual we will: o Recommend which safety supplies and tools you will need o Assist with code requirements o Help you determine the quantity of materials o How to successfully install DURASKIRTTM on your home whether on a slab or native dirt /gravel pad. Please read the manual carefully before installing and pay close attention to the warnings given throughout the manual and thanks again for choosing DURASKIRTTM. Safety First 1) Safety supplies list: o Dust mask (either 3M -8210 or 3M -8212) o Ear protection o Eye protection o Proper protective clothing, Icathcr gloves and leather boots with toc protection. o Mask, ear and eye protection available for purchase 2) Safety precautions and safe work techniques: o Use precautions when lifting and carrying the panels. o Always make sure your path is clear while carrying the panels. o Wcar cyc protection at all times during installation. o Wear protective clothing. Some parts are sharp or heavy. o Use proper lifting techniques while installing the panels to prevent back injuries. o When working together, make sure the other person is aware of what you are doing to avoid injuries. o Kccp your fingers clear of pinch points. o Wear a dust mask or respirator while cutting concrete to avoid inhalation. Tool List Cordless drill, extra batteries and cxtra charger T20 torque head bit Tape measure Pencil or marking pen Straight edge and square Torpedo level or short level Gas or elec, concrete cutting saw concrete cutting blade. Hammer -16 oz. to 20 oz. Caulking gun with tip cutter Roto- hammer with 1/4" bit (Only for the PLUS version on slabs) Chalk line (For belly band installation) 3/16" steel drill bit (For drilling through the steel beans on homes that are not foundation ready) bd Box nails (For belly band) Page 6 of18 09/04/2012 12:07 David Imus Page 8/19 C REATIVE CONCRETE 'PRODUCTS. Manufacturer and Code requirements 1) Panel to Rim Joist Gap Concrete needs a breathing spacc of no less than to untreated wood. If you need to place panels closer than 1 /2" to untreated wood you will need to place 901b. roofing strips between the concrete and the untreated wood. 2) Loading Pressure DURASKIRTTM must be installed on the same approved surface that the home is supported from. A typical minimum weight bearing surface is 1000PSF. DURASKTRTTm does not exceed 450PSF. DURASK!RTmI panels do not require a footing to support them. DURASKTRT1■ is not designed to bear the Toad of the home. 3) Gas to Vent Distance LP and Natural gas have ventilated diaphrag ns usually located just outside the skirting and require that the foundation vents maintain a setback of 3'- 5' (Check with your local code enforcement agency for more details.). The hidden vent will need to be plugged off in this section. 4) Crawlspace Location Crawlspace access points are usually located near the water shutoff (Check with your local code enforcement agency for morc details.). 5) Utility Vents and Drains Dryer vents, Kitchen downdrafts, Hot water blow -offs, Sewer pipes and other utility drains must be supported and have a downward slope all the way out through the skirting (Check with your local code enforcement agency for more details.). 6) Flood Plains Flood Plain regions will affect your ventilation. 100 year flood fringe areas usually can be met by lowering the foundation vents to within 12" of the bottom of the crawlspace (Check with your local code enforcement agency for more details..). Page 7 of 18 09/04/2012 12:07 David Imus Page 9/19 fO��`JNC ET Material takeoff chart The table below is used for figuring the number of Panels (Add 2 more panels for the access door and 5 panels for the access well. For Exposed Aggregate add 1 more panel for each 36 lineal feet of house.) Joist Fasteners (Add !more for each corner and double them for regions rh(at get a p snowfall r f over 2' or where temperatures can drop below 0 degrees fahrenheit) Screws =(Qtv of Joist Fasteners x4) Home width in feet. Panel Orientation 8 12 16 20 24 28 32 36 140 44 48 52 56 25 30" tall 22 25 27 30 32 35 38 40 43 45 48 51 53 37" tall 27 30 33 37 40 43 46 49 53 56 59 62 65 30 30" tall 25 28 30 33 36 38 41 43 46 49 51 54 56 37" tall 31 34 37 41 44 47 50 53 57 60 63 66 69 35 30" tall 28 31 34 36 39 41 44 47 49 52 54 57 60 37" tall 35 38 41 45 48 51 54 57 61 64 67 70 73 40 30" tall 32 34 37 39 42 45 47 50 52 55 58 60 63 37" tall 39 42 45 49 52 55 58 61 65 68 71 74 77 45 30" tall 35 38 40 43 45 48 51 53 56 58 61 63 66 37" tall 43 46 49 53 56 59 62 65 69 72 75 78 81 50 30" tall 38 41 43 46 49 51 54 56 59 62 64 67 69 37" tall 47 50 53 57 60 63 66 69 73 76 79 82 85 55 30" tall 41 44 47 49 52 54 57 60 62 65 67 70 73 ai 37" tall 51 54 57 61 64 67 70 73 77 80 83 86 89 60 30" tall 45 47 50 52 55 58 60 63 65 68 71 73 76 37" tall 55 58 61 65 68 71 74 77 81 84 87 90 93 2 65 30" tall 48 51 53 56 58 61 63 66 69 71 74 76 79 37" tall 59 62 65 69 72 75 78 81 85 88 91 94 97 70 30" tall 51 54 56 59 62 64 67 69 72 75 77 80 82 37" tall 63 66 69 73 76 79 82 85 89 92 95 98 101 75 30" tall 54 57 60 62 65 67 70 73 75 78 80 83 86 37" tall 67 70 73 77 80 83 86 89 93 96 99 102 105 80 30" tall 58 60 63 65 68 71 73 76 78 81 84 86 89 37" tall 71 74 77 81 84 87 90 93 97 100 103 106 109 85 30" tall 61 63 66 69 71 74 76 79 82 84 87 89 92 37" tall 75 78 81 85 88 91 94 97 101 104 107 110 113 90 30" tall 64 67 69 72 75 77 80 82 85 88 90 93 95 37" tall 79 67 85 89 92 95 98 101 105 108 111 114 117 95 30" tall 67 86 73 75 78 80 83 86 88 91 93 96 99 37 "tall 83 70 89 93 96 99 102 105 109 112 115 118 121 100 30" tall 71 90 76 78 81 84 86 89 91 94 97 99 102 37 "tall 87 73 93 97 100 103 106 109 113 116 119 122 125 Page 8of18 09/04/2012 12:07 David Imus Page 10/19 CREATIVE CONCRETE PRODUCTS, Ventilation chart for Plastic Vents The table below is used for figuring the number of vents Calculation ratio used lsqft of vent to 150sgft of crawlspace. Home width in feet. 8' 1 12' 1 16' 1 20' 1 24' 1 28' 1 32' 1 36' 1 40' 1 44' 148' 1 52' 1 56' 25' 3 5 6 7 9 10 11 13 14 15 17 18 19 30' 4 5 7 9 10 12 13 15 17 18 20 21 23 35' 4 6 8 10 12 14 15 17 19 21 23 25 27 40' 5 7 9 11 13 15 18 20 22 24 26 28 30 45' 5 8 10 13 15 17 20 22 25 27 29 32 34 w 50' 6 9 11 14 17 19 22 25 27 30 33 35 38 55' 6 9 12 15 18 21 24 27 30 33 36 39 42 60' 7 10 13 17 20 23 26 29 33 36 39 42 45 d 65' 7 11 14 18 21 25 28 32 35 39 42 46 49 a, 70' 8 12 15 19 23 27 30 34 38 42 45 49 53 E 75' 9 13 17 21 25 29 33 37 41 45 49 53 57 80' 9 13 18 22 26 30 35 39 43 47 52 56 60 85' 10 14 19 23 28 32 37 41 46 50 55 59 64 90' 10 15 20 25 29 34 39 44 49 53 58 63 68 95' 11 16 21 26 31 36 41 46 51 56 61 66 71 _100' 11 17 22 27 33 38 43 49 54 59 65 70 75 Note: Ventilation is used for enclosed crawlspace only. Enclosed deck areas do not need to be included in the crawlspace area. Ratios of 1 sq ft of vent to 300 sq ft of crawlspace divide the result by 2. Hidden Vent Requirements For a ratio of 1 sq ft vent to 150 sq ft of crawlspace o Home width up to 28' wide Tnstall on both long sides of the home only. o Home width over 28' wide Install on all sides of the home. For a ratio of 1 sq ft vent to 300 sq ft of crawlspace o Home width up to 56' Install on both long sides of the home only. Page 9 of 18 09/04/2012 12:07 David Imus Page 11/19 CREATIVE CONCRETE PRODUCTS Joint Concealing Chart The table below is used for figuring the number of caulking tubes you will need. Upon request additional tubes can be added to an order for the cost of each tube. Panel Orientation 30" Tall 4 20 37" Tall 7 30" Tall 6 30 37" Tall 10 30" Tall 8 40 37" Tall 13 30" Tall 10 Approximate 50 number of Number of 37" Tall 17 10oz tubes of Panels 30" Tall 12 caulking. 60 37" Tall 20 (Part List #8) 30" Tall 14 70 37" Tall 23 30" Tall 16 80 37" Tall 27 30" Tall 20 100 37" Tall 33 Page 10 of 18 09/04/2012 12:07 David Imus Page 12/19 C EA1] E CONCRETE Installing DURASKIRTTM: Before installing The installation steps are a guideline. Feel free to use your own methods so long as it results in the DURASKIRT being installed and supported properly. There are certain things that must be done to the manufacturers specifications. There arc many ways of getting your job donc thc way that fits bcst for your needs. Every home has to be treated differently. You will need to narrow down all the options to the ones that will work for you. Below is a list of things that will affect your decisions now so that in the end you will get the job done the way that pleases you most. What will the face of the panel be in line with? o The face of the homes siding? o The front of the rim joist'? o Other? Panel height? o Wi I I you need to cut them to height? Panels can be cut, notched and perforated. o Will you be filling under them? o Will you be digging into the ground? Bellyband trim? o Will you need to install bellyband? What size? What type? o Will you tuck thc panels behind an existing bellyband or siding? o Will you install metal drip cap or z- metal? Crawlspace access? o Determine the location. o How many? o What type? Well with lid (Used when backfilling). Door with handles (Used w/o backfill). LP/Natural Gas o Does the home have LP/Natural gas? o Vent layout will be affected (see pg 7, Manufacturer and Code Requirements, section 3) o On gravel /dirt pads Gas piping needs to be installed above the concrete panel. This will keep the panel from exerting pressure on the pipe as the panel moves during freeze, thaw and settling. If the gas pipe is installed through the skirting then the panel will need to be placed on a concrctc or prcssurc treated pad to prevent the panel from settling. Gas pipe is usually placed at a joint in the panels. Electrical/Water o if utilities are at the bottom edge of the skirting Notch the panel over them. o if utilities are raised into the skirting A joint in the panels will need to be placed at the utility Page 11 of 18 09/04/2012 12:07 David Imus Page 13/19 CREATIVE Notch the edge of a panel and slide it against .CONCRETEPikisi4 another panel placing the utility pipe in the PR DUCTS, notched out area. Dryer vent, Kitchen downdraft vent, Hot water blow off, Sewer pipes and other utility drains. o Vents, pipes and tubes that can be assembled through the skirting Do not need to fall on a joint in the skirting. Can go through a hole in the skirting. Crawlspace Ventilation o There are two types Positive air flow (Plastic or Hidden Vent). Plastic Vent o Determine the layout Mark thc home at each point you want a vent. As you skirt past each point cut the panel and nsert a vent. Hidden Vent o Determine how many sides will need the vent screen Mechanical ventilator. Purchase separately o Check with your local code enforcement agency to make sure they are accepted and for details on how to use them. Flood Plain Regions o Usually flood requirements can be inet by lowering the foundation vents #VP2F) to within 1 2" of the bottom of the crawlspace (Check with your local code enforcement agency for more details.). Vents that arc installed mid range of thc panel height must be placed at a joint. Notch either one panel or both and slide them together locking the vent in between the joint. The Backfill must stay below the vents. Page 12 of 18 09/04/2012 12 07 David Imus Page 14/19 CR pp A fi r I CONCRETE Installation Tips PRODUCTS Cutting thc skirting material o Cuts can be made anywhere on the panels. o Start all cuts on the face of the panel and cut through to the back. o Use a concrete cutting blade (Available for purchase). o Some cuts may require that you add addition Joist Fasteners or other additional bracing. Making a hole through the skirting. o Holes can be put anywhere in the surface and be almost any size. o The best way to make a hole is to use a small bit in a rotohammer or hammer and chisel and chip through the panel from the face and allow it to break out the back along the perimeter of the hole. Then tap out the remaining concrete with a hammer. Cut the reinforcing wire. Note: Panels with geotextile fabric poured in are intended to be installed with the fabric at the bottom of the panel with the fabric extended perpendicular to the panel on the side of the panel that the backfill will bc. Note: The panels arc marked on the back sidc of each one. Thcy must be installed correctly or they will fail to hold the backfill. The nark must be on the side opposite of the backfill. Installation Steps If panels need cut to height o Either cut then/ all now o Or cut them as you go Note: Cut the top edge off so the fabric will remain in the bottom of the panels. Each panel is supported at the top corners with a joist fastener. The x r. fastener can span the joint to support the upper confers of two panels. t y The joist fastener must be within /z" of center of the joints. Start installing panels at a corner. Note: Panels overlap at the corners ail' 4 (Exposed Aggregate panels come with an exposed edge for use at the t comers) t 1st Install the belly band, drip cap or siding to hang down below the rim joist at least 1 ''/2 (This will keep the panels from f falling forward while installing.) T 2nd Install 1 or 2 Joist Fastener within 6" of thc corner with 2-4 AttFt d.R iscrews each to support the 2 corner panels. 3 a s a W F '""gsi" 3rd Set in place the 2 panels to make the corner adjusting them to be level with the home. Make sure the overlap is lined up and 4 P P x where you are positioning It 4th Install Joist Fasteners at the top comers of the panels that are -'r 7� Iu 7 �P farthest from the confer. They will be supporting the next panels that butt into these panels. 5th Plumb and level both panels. 6th Vents 4x Install the hidden vent screen between the belly band and the panel. Overlap the joints by at least 1 Secure with at least 2 screws per vent (Don't tighten screws to much or they will pull through the screen) i Plastic vents nccd to bc placed in thc cut -out before »°`'4 installing the panels. Page 13 of 18 09/04!2012 12:07 David Imus Page 15/19 CREAT C ONCRETE 7th Place the next panel against a Joist Fastener. Support the panel so its tight up against the previous panel. PRODUCT Note: Position the geotec fabric flat on the ground extending outward on the side of the panels that the backfill will be against (See Fig: 2 Pg 14). R Note: The panels are made to hold backfill from only one direction. The back of the panels are marked with a h F d circle 8 for identification. i 8th Repeat steps 4 7 until you reach: '"ate The next comer F R 4c ,.r A doorway (Your cut piece on the side of the house is a F different length. For aesthetics install panels from two corners and work to a door whcrc the cut panel cnd up under a deck.) A crawlspace access E, A utility that needs to be at a joint. x r 9th Install the Crawl Access Door q. Place a panel on each side of the opening using 3 the Spreader Bar between them to determine the opening (30 'x g Cut a panel vertically to make a 30" wide piece. 1 Determine the desired height of the opening and .04:4_ cut the panel horizontally with the fabric at the "-.._Y- bottom edge. The upper piece without fabric will be the access i. 3 4b t door. y v Install the handles with a rotohammer and a '/4" eti Nt'l``" drill bit. Place the cut piece with fabric in the crawl t opening enin and put the Spreader Bar on top to hold -'fi T H p g p p p P' it in place. (The 'A" sides of the channel extend 'w downward over the cut piece) i o o Put a bead of caulking under the t:' spreader bar to glue it to the cut piece. o The "ears" of the Spreader Bar can be i 1 _'..,4.`,., bent to tighten onto the panels on either side of the opening. Put the access door in place o The top corners are supported by the Joist Fasteners o If you're using the hidden vent then you .r4 must install a piece of 2" drip cap or a 1. wood block in front of the door between the upper edge of the door and the belly band. 1 '.1'ti Well tI 1 Place a panel on each side of the opening using the Access Well Frame between them to I aj determine the opening (34 '/2 "I P g( When finished :rt i M o The lid should be tight underneath the belly band or siding �y Page 14 of 18 09/04/2012 12:07 David Imus Page 16/19 CRE TIVE o The lid should slope at least 2" from the home downward to the outermost edge PRO.DUCTS r, of the well First cut the two sides of the well being sure to `t' �*1 i leave the fabric at the bottom edge. Q a o4ao o, o The height will need to be determined at 1!:, r E: l the site „r``l `:u_ o The width is typically (may vary) 24 i o The top edge needs cut to with a 2" 1 iiiw ,1 na ;`aR a slope away from the house. o Install the sections with the .Access Well Frame on top to hold them in place Cut the front piece to height and width (35 1/2") o Install under the front edge of the Access Well Frame Cut a panel to use as the lid. o The lid will be 37" x 25 '/2" (Cut the fabric edge off) o Select from the panels one that is free of chips 10th Installation of panels is complete. l l th Conceal the joints with the caulking. Cut tube end at sharp angle near the tip to keep a small opening. Start caulking at the bottom of the joint and move 4 upward to the top of the joint. A Make sure the caulking is going deep into the joint. r 3 Avoid spreading the caulking onto the surface of the 4. x. panels 4 iiv Scrape off the excess caulk (Do Not Wipe). The empty �ti caulking tube works great (Turn it upside down and use the hollow end to scrape with. The excess caulking will fall down into the empty tube.) 12th Conceal the joints with the Dry Cement Blend. Rub the dry cement onto the wet caulking. Excess caulking will alsocome off at this time. 13th Repeat 11 and 12 on all the joints and around utilities. Steps 11 and 12 are best done on a dry day or at least have the rain gutters and downspouts installed ahead of time. Page 15 of 18 09/04/2012 12:07 David Imus Page 17/19 C=REATIVE 'CONCRETE. t; Installing the plastic vents .PRODUCTS. 1' Make a template to use on all of the vents. The template needs to be 16" wide x high. The height can be different on each home depending on how much of the vent needs to show below the bellyband or siding. 2 Use the template to mark all the cuts in all the panels that you will need vents. 3` Cut through the panel from the face side. Cut along the three marks. 4``' Remove cut -out piece. 5 Install the vent Installation Complete: Backfill Instructions: Pro Panels can hold dry backfill up to 6" from the top Do not use saturated backfill Do not mechanically compact next to skirting. Walking the fill in tight is recommended. "If hand compacting is desired or needed add an extra joist fastener in the middle section of each panel, then carefully hand compact." Do not push backfill 'against the skirting with a machine. Do not drive on backfill next to thc skirting. Additional bracing will need to be installed if you nccd to cxcccd thc limits listed above. Precautions: Some soil PH levels can be corrosive to concrete and steel. o You may want to install a protective barrier such as: Black plastic Paint Coal tar epoxy Other approved sealer DURASKIRT is not designed as a water barrier. o You will need to install a drain or use some other method to rcdircct water away from the crawlspacc. DURASKIRT is not designed as a form to hold wet concrete being poured against it. o You may need to reinforce it to withstand the added pressure. Page 16 of 18 09/04.2012 12:07 David Imus Page 18/19 CREATIVE CONCR:ETE DURASKIRTTN LIMITED LIFETIME MATERIAL WARRANTY (NON TRANSFERABLE) WHAT IS COVERED? All concrete skirting pieces, as originally installed for their first use, proven to be defective in materials or workmanship after factory inspection (READ NOTE CONCERNING DEFECTS BELOW). All metal connectors, as installed for thcir first use, which attaches the skirting panels w the }ionic. WHAT WE WiLL DO: Repair or replace concrete skirting pieces or metal connectors, that attach panels to home, at no charge. We reserve the right to substitute a concrete piece (color may vary) or metal connector of equal usefulness and value. WHAT TS NOT COVERED: Consequential damages to anything other than the warranted material; herein described as, concrete panel pieces and hone connectors, either related or unrelated to their use or improper use. Misuse, abuse, improper care, improper installation that may Lead to .euuctural breakdown; plastic vents; connection devices that are nut properly installed or are modified in any way; the non structural wood lop cap that is on lop of the concrete panels; pieces that arc not used for thcir proper use as manufacntred home skirting components: bottom straps and their components, or other means to attach skirting to the soil, concrete, rock or other surface. The failures of components do to environmental causes or natural breakdown in coloration and/or aging. CAUSES THAT WiLL VOiD WARRANTY: Although this will not contain nor can it contain a complete list of all incidences that will void the warranty, this list will include sonic specific instances that will void the warranty. 1) Soil support below a minimum soil support of 1500# psf (pounds per square foot), provided by others. 2) Improper installation. 3) Machine backfill. 4) A change of original purchaser. 5) Damage or manufacntrer defects not reported within 30 days of incident and /or installation. 6) Flood plain use. 7) Earthquakes, Flooding, High wind, Fire or any other natural events. 8) Act of war or declaration of war by country in which product is in use. WHAT PURCHASER MUST DO: Return the part or piece in whole prepaid and insured to: Creative Concrete Products, LLC, 115 Lind St., Mount Vernon, WA 98273. Ann.: Coustuner Service /Repair Dept. Please include your name and street address. Your piece will be returned to you prepaid. in no event shall Creative Concrete Products, LLC be liable for general, incidental or consequential damages including, without limitation, injury or damage to persons or property, arising out of any defect in the concrete pieces or metal connectors, or arising out of any breach of the warranty made herein. Some states do not allow limitations on how long an implied warranty will last or the exclusion or limitation of incidental ur consequential damage, so the above limitations or exclusions may not apply to you since this warranty gives you specific legal rights and you may also have other rights which vary from State to State. NOTE CONCERNING DEFECTS: BECAUSE THIS IS A HAND BLADE CONCRETE PRODUCT, THERE MAY BE SOME EXPECTED COLOR VARIATIONS AND /OR OTHER VARIATIONS; SUCH AS, HAIRLINE CRACKS THAT MAY BE PRESENT, OR MAY SHOW UP IN TIME WHiLE THiS TS NOT .4 DEFECT, AND DOES NOT AFFECT THE QUALITY OR USEFULNESS OF TIIE CONCRETE PANELS _AND /OR CONNECTORS, AND DO NOT NORMALLY NECESSITATE TIIE NEED FOR REP.AiR, OCCASIONALLY WE ARE ASKED TO REPAIR ONE OF OUR CONCRETE PiECES OR CONNECTORS FOR THESE OR OTHER REASONS. iF THiS iS THE CASE, PLEASE SEND THE CONCRETE PiECE OR ME.T.41, CONNF.CTOR INSURED TO THE SAME ADDRESS ABOVE. AN ESTIMATE, WILL RF. SENT FOR APPROVAT. BEFORE WORK IS DONE. GENERAL. ADVICE.: TT IS ALSO FXPECTFD THAT RF.CAUSF. OF THE NATURE OF THiS HAND MADE PRODUCT, MLX BATCHES, ALTHOUGH CLOSE, MAY VARY IN COLOR, CONSISTANCY, MATERIALS AND PROPORTIONS, AND AGGREGATE COLORS CAN CHANGE FROM TIME TO TIME. BECAUSE OF THIS, WE RECOMMEND PURCHASING ALL THE MATERIAL YOU WiLL NEED NOW OR FOR FUTURE USE To KEEP A CONSiS'1'ANCY OF COLOR AND /OR MIX PROPORTIONING FOR YOUR PROJECT. Date of Install ISSUED TO: (Hoare Owner Name) ADDRESS: St City State /Province. Postal Code County Warranty is activated after this form is filled out and returned to Creative Concrete Products, LLC within 30 days of installation. Page 17 of 18 09/04/8012 12:07 David Imus Page 19/19 CREAt I E CONCRETE r: PRODUCTS Page I of I Pe.ter 'hopetas, PE 1 Engineering Destgn Ser 30: Olyrinpie Avo. S uite 2i}S A(iineton; WA 95223 f360j 65',. 4t5l5. .0 ai laan °iaust -mu .cktit h,".•.ti• "•U1 M r Creative Coco -rcte Prodticls 1. l.is_d Sum: '+ictmi.k'ernor, WA 48213 Subject: t)urlfskiitt'ktnan sfacrs:ed home pen:nefer skirt wall suffer: HIJI) compliance The. s::bjecl: l3uraskirt .?hi manufactured .irame frerini,etcr skirt •w +atd system was t €a•it:w for con thec;irtcat HY. I) handbook "Perpianent Foundation Guild forManu:Factuicd 1 lousice public 7584. It was four that tlic: Duraskirt systemmei:ts all of the iequireinents t;,r foundation Type C. systems that sn iciurally Support .and anchor site home at the chassis only per section ,00-2, i ;mete walls indy nr :lot be atRicturally used to Siup )Ott 0fr :arch0T the :iorrte HUD;gtndelines. 1• u6ciriiore _leis rut rsista:rt mattxials and coin gins SOr trier c:perings ta• root the (miter rrequiremcuts feu Exterici :perimeter foundations ealts. The rlcsigat and simngth:of the •Durasku I'm system. bas ;toms xatts :safety factors for the npplie c ._fid and seismic forces, plus the :back fill loads against s:sc skirting if installed per the ;;faro r:eocsmmendations. .lf ti'tsti haw:, oiiy questions or are in need of further assistance, please feel fi iet to calif. Sincerely, -*-3 A vim` .7c. a P -f a r? r 4r a3 5 Teter C mope fists iIE. http:i!mail.aol.com /3 5861 -1 1 1 jaol- 6 ten- us!mail/get- attaehment.asp. 4/2/2012 Digitally signed by Duraskirt DN: <n=Duraskirt, .=Creative C REATIVE �.n<rete ar.du<ts, .q CQNCRETE _matt =<c @a.t .r„, PRODUCTS B=US Page 18 of 18 Date: 2012.04,25 15:52:48 0700' 09/04/2012 12:07 David Imus Page 1/19 COVER PAGE Date: 09/04/2012 12:07 NO. OF PAGE: 19 (include this page) To: From: Name: David Imus Comment: Hidden vent information is on page 9.