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HomeMy WebLinkAbout19729 47TH AVE NE_BLD20090137_2026 313 Q�� -VSPECTION REPORT �`� • Permit No.: a�• q ���7 Lot #: Address: r g ,7 z g It -► A,V-1CF Contractor: w a-s c, „9-tV- &e 0 9 z1 7-3 o Z • Owner: M.s I4 eYL Date: 9 - 22 c- o 9 ,-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Cn,__ Tb 6-1'� Inspector: �S� eZC�( Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in It_Ji-Final ❑ Masonry ❑ Drainage ❑ Insulation 13 Other: -- • _ _ r 1 '�� � - - - - i�li� �� INSPECTION REPORT Permit No.: oa► -o ) 3,7 Lot#: Address: 19-7 zg t'7 Arv, " Contractor: 3�r' 11 z 9 7-3 0;7 • Owner: 1%4 c SJ•► Date: 8-31-vg ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �rz fl.i� D rA-ram f/43 o d [ z 3/-kc_/N -ry 3": 1;_' t ,V c.-10 V�A u ✓J �L �-U �yF v' C f-1�-t1v� ��Sl j J`1 Al Inspector: Date: 8-3% r 09 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �� s; 5 i I I ' 1 ' 1 ' � I i � � — i l � 1 III � � i r � i le it ,►- INSPECTION REPORT Permit No.: c� ni 3-7 Lot #: Address: l q 7 z-9 w-7 v4,/Lr Contractor: west, H__e*s • Owner: A+ ,s,4 ew_ Date: 8-1-4 -oZ:) ,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. V L--)4p Inspector:, Date: fS -/Z--<D 7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: /3LOuc.,,,j y � n v-.S ' I I ��� i _r i � � 1 ° CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 mL Permit#: BLD20090137 Project Address: 19729 47TH AVE NE, ARLINGTON Parcel No: PROPERTY MISNER DARLENE MISNER DARLENE WESTGATE HOMES 19729 47TH AVE NE 19729 47TH AVE NE PO BOX 778 ARLINGTON,WA 98223- ARLINGTON,WA 98223- OAK HARBOR,WA 98277- Phone:( ) - Ext. Phone:( ) - Ext. LICENSE#:WESTGMH956LS EXP:6/29/2009 Email: Email: PLUMBING CONTRACTOR MECIIANICAL CONTRACTOR Lic#: Ex ; Lic#: Ex : i DESCRIPTION REPLACE EXISTING SINGLEWIDE MANF.MOBILE WITH 28'.8"X 70'MANUFACTURED HOME. VALUATION: $0 PERMIT TYPE:Residential PERMIT GROUP:Mobile Home NUMBER OF STORIES: 1 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS: I OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTINGAREA PROPOSED AREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 113ASEMENT7 0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT1ACK SIDE SETBACKSETBACK RE UIKED: PROPOSED: RE UIKED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION ISrNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Signature Print Na a Date Released B D e Owc.(C5 7 F19kIe-6A'4 ATTENTION IT 1S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRCI10. ARCHIVE APPLICANT F-] ASSESSOR OTHER -. � - 1 . �}� BLD20090137 • None Date Description Fee Amount Paid Balance Due 6/30/2009 C-Building Permit Fee $500.00 $0.00 $500.00 Total Due: $500.00 $0.00 $500.00 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Preferced,and whether you prefer morning or afternoon • None DEVLPMNT REVIEW COMMITTEE PERMITM DRC2009M9 OWNER:MISNER DARLENE STATMAPPLIEO 1 ADDRESS:19729 47TH AVE NE,ARLINGTON BALANCE:S0 00 - '_�Paps Took » PERMI'TTr,AX ISSUED' POSTED:6119d2OO9 SCREENS:Iselect screen FUNCTIONS: Select Permit FuncOon, Reviews 1t1Q2 .t%FrrprrrMfpl - .IGME - - sfly U5. 0--:�Y - N _ ASSGN ICU< PFob10 Nlorq I — - -- LRUPERT -- -- 6232009 1 Y Y 1016 1 P-Puhllc Wwuka 11 LTAYLOR V 612a ml 1 Y Y SSSGM 1026 P11U L-s Fees - 1 RSNEP11R0 Q/I3/2009I 1 1 Y Y ASSIGN 2000 IC-EuMnq: JCYOUNG 6232D09 1 Y Y :.SSGN 2M — ?+.Ay N.*,.tI RFYJ1T -- — - N AS50N 2012 IC-fW'tl Flew� GSLAKE varm 1 Y Y ASSIGot 20U lC?lwiq 1 IYPAGE G/l3sa 1 Y Y ASSSiN 2016 CArwq 11 KSHBYAM VQ21AA009 1 Y Y ASSKut s - a d scare » lrtm•IWosott Outlook Pw.*Trex by Otto Sot— I '*PerrrtTrax•WroSQft In DRC20090M(CYou_ !:�'d�0 8:26- 2 Wednesday,Jun 24,2009 06:26 AM - - ti '� J DRC20090039 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software _ Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: DRC20090039 OWNER: MISNER DARLENE STATUS:APPLIED ADDRESS: 19729 47TH AVE NE,ARLINGTON BALANCE: $0.00 l' ISSUED: POSTED: 6/19/2009 SCREENS:I Select Screen... FUNCTIONS: Select Permit Function... _f Reviews Add Review 11 Remove Revie7w]j Print Close Review ID Description Assigned To Due Date (#) Req? Done? ASSIGN 1002 P-Engineering I KHALE 6/23/2009 0 Y N ASSIGN 1014 P-Public Works I LRUPERT 6/23/2009 0 Y N ASSIGN 1016 P-Public Works II LTAYLOR 6/23/2009 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 6/23/2009 0 Y N ASSIGN 2000 C-Building I CYOUNG 6/23/2009 0 Y N ASSIGN 2008 C-Community Development I BFECHT 6/23/2009 0 Y N ASSIGN 2012 C-Natural Resources BBLAKE 6/23/2009 0 Y N ASSIGN 2014 C-Planning I YPAGE 6/23/2009 0 Y N ASSIGN 2016 C-Planning II KSHERMAN 6/23/2009 1 0 Y N ASSIGN i 1 CAT r 6,(\ malt (!t/ http://coaweb2/pennittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?COMMENT=... 6/19/2009 �y RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 ZONING VERIFICATION APPLICATION 24 hour turnaround — if inspection is Date: _ U �7 required 48 hours Address: jc(7d7 47-TY A\/C, &/. E. Parcel #: n©56 ��noGc�o �o Owner/Applica t: I ,e 1 ► N _'12 'T A iC Signature: Verification of accuracy and agreement to follow the City of Arlington Municipal Code RECEIVED Phone: (h) 4a5-- L�54.5 — to-14 (c) 3�-0 „,., ti09 1. Please check one: COA PERMIT CENTER W. a. Single-family dwelling [ b. Duplex I_I C. Addition L) d. Accessory structure 2. Lot Size: Width: tW2 IR7 Depth: 161) Area: ;Y Q0 Sir i i 3. Proposed Dimensions: W) L) 7L H) J 4- Total SF) 4. Describe Proposal (include cross street): ;?E P,l ACE Ex ►5 i j iw<a 1$X 70 ` Flo R i1.6 _ic_, 2B'x 70 RE6. Npy,E* < #7 rl ljvc - 5. Provide distances from the new construction to the property lines. The measurements should conform to the measurements drawn on the site plan on the accompanying page. Right distance: ' ft. Left distance: 3/ ft. Front distance: ft. Rear distance: r _ �3 ft. Between structures: In ft. F7�7� For City Use Only All: Please add comment in permit trax if any item requires further evaluation, mark (PT) in the space provided. If J no further evaluation is required please mark (OK). Water Service Storm Water _ Set Backs Fire Hydrants Sewer Service Site Civil Req'd Zoning Steep Slopes Cross Connection _ Public Improvement Required Critical Areas OFFICIAL USE ONLY APPROVED DENIED i DATE INT i 0 ,/,2C- ' -v 0� 0 0 3 r +1 1 1 11 _ � ` I, i� I IL,, �- I 3 O ai N � Lr ,t ?y LL .,i Q a ` -Ln a: — — I uUl 4 •J _ _ I oll )e-PQLn _—Z / p � ��� O O � O N ism y � LD Q q / c, am`` ic L w a � I � w ru ujru UPo Ld Lp ° w ~ u LD J _ Cl�-• �- q R1 J 0 2: 4 (- W pui �, ap �i � p= d- 10 " l it ui I_ 1 d ® UJ F� �; ar 9 u I -IC r r - 34264 State Route 20 Oak Harbor WA 98277 to 19729 47th Ave NE Arlington, WA 982... Page 1 of 1 C o c)SIC maps Save trees.Go green! Download Google Maps on your phone at google.com/gmm O � t _. �> A G S N m Nuntet Rd 204th St NE m ;al •• a z; r :.. ZI Im o� m ��• � 200th St NE ct j 200th St NE `Q�. a_135rth S 9� _ 198th PI N_E CemgtUj Rd W _ i 71 v v 9' ICI = DI rr 19 th PI NC 4 10511t St NE I. - _ I _ 1. 2 ?I , _ .al 192nd l� I � Ne. A J 0 n Rd T -- NtlCnIkWG _ �I 1ISNor St NE 1Mth S: 0 Pvt. V2009 Goggle-fit eta 02009 Tole s-Terms dNY—W. http://maps.googl e.com/maps?f=d&source=s_d&saddr=3 4264+State+Route+20+Oak+Har... 6/17/2009 i Rev 1112008 r SNOHOMISH HEALTH DISTR. 3020 Rucker#104 FOR PDS USE ONLY 1 Everett WA 98201-3900 PDS PLAN CHECK# WaterMastewater Section 425.339.5250 SEC 63/GMA Compliance Required? YES NO PDS NAME: Completion Date: REQUEST FOR A HEALTH DISTRICT CONSTRUCTION CLEARANCE AND/OR WATER SUPPLY COMMENT Property Tax Account Number Owners Name: 111P IC0 6 M I SA-)CZ Phone (f25 Mail Address: 1-917,29 4-7?"AVL k2l-C City:_IWLI,061e Al State (a ZIP:mz3 ContactName: S Phone (36f_) Le-%5- 1%,16 Mail Address: P0. aEX `77f5: City: trot �rh�e'3hf' StateL j ZiP' ;(7'7 SITE ADDRESS: �G1,-� +7'U' A-'' t• _ CITY: SITE LEGAL DESCRIPTION & LOT#: SP#/Plat Name Is Septic SystemiDrainfield: [INSTALLED/EXISTING" ❑PROPOSED [—]NOT APPLICABLE "If installed/existing, approximate year of installation DLf 7 Has a new onsite sewage disposal system application been made to the Snohomish Health District in conjunction with this proposed building project? []Yes KNo Indicate source of water: ZINDIVIDUAL WATER SUPPLY ❑PUBLIC WATER SUPPLY Has an individual water supply application been made to the Snohomish Health District in conjunction with this building project? ❑Yes N No Explain building project and its use(SFR, addition, shed, etc.):Qp/,)(l 400 Sw, 144, de &&d id•1 d Is plumbing for any structures: ❑EXISTING []PROPOSED ❑BOTH EXISTING/PROPOSED NCU,- Indicate total number of bedrooms before and after construction: J / ATTACH A COPY OF PLOT PLAN -8'Y2"x 11"minimum showing: 1 Dimensions of Property Lines 4 Location of Septic Tank and Drainfield, if known 2 Dimensions of Existing Structures and their distances 5 Roads, Easements, Driveways, Parking and Pavement Areas. from Lot Lines. 6. Location of Water Well. 3. Dimensions$Description of Proposed-Constructon. 7. North Arrow. IN774.1 CE: A Review Fee May Be Payable Upon Issuance of the Building Permit r SIGNATURE OF APPLICANT:~ -,!J :;x 1 <;K DATE: �(' i G y i C 1 c:'V'C S FOR HEALTH DISTRICT USE ONLY WATER SUPPLY INFORMATION: -(If Required By Building Department) ❑i75 C_MA Dnnking Water Determination Fee ❑Appears to be consistent with recommendations contained in"Guidelines for Determining Water Availability for New Buildings", issued April, 1993 as per Section 63 of Growth Management Act(GMA). ❑Does not appear to be consistent with recommendations contained in"Guidelines for Determining Water Availability for New Buildings', issued April, 1993 as per Section 63 of Growth Management Act(see attached sheet for deficiencies) ONSITE SEWAGE DISPOSAL SYSTEM: ❑$200 Field Review ❑$100 Office Review ❑APPROVED [7]DISAPPROVED BY _ See Letter Dated Initial and Date [—]CONDITIONAL APPROVAL:Conditions To Be Typed On Building Permit ❑ DO NOT FINAL STRUCTURE WITHOUT PRIOR SNOHOMISH HEALTH DISTRICT FINAL APPROVAL ❑ OTHER BUILDING CLEARANCE APPROVED. BASED UPON REVIEW OF THE ONSITE SEWAGE DISPOSAL SYSTEM INFORMATION AND, WHEN APPLICABLE, THE WATER SUPPLY INFORMATION. REVIEWING SANITARIAN DATE Health District Clearance s � ► ._ PropertyScan Page 1 of 1 PTA N u m ber: 00564600000500 Note: Diagrams may not be drawn to scale - 10 SN0110M/SH HEAL TO D/STRICI Environmental Health Division Courthouse, Everett, Washington 98201 259.9473 LICATION FOR ON-SITE SEWAGE DISPOSAL PERMIT [subWomiopies] -S(� - oro-00S_ Pete_,, �Io�./ ,9aoC - s�au.. n®r perty Tax Account No. Permit to be issued to _- I'or installation at(street address) 7 /a 9 ! 47th Ave, NE., Arlington, Wa. Sec. 16 I•wp.31 Rg. 5 Legal Description: Short Plat/5 Acre Seg. No. Lot_; Plat Satz Turn Div, #2 Lot 5 01k. __ Type of Building: New X Fxisling_Single family residence X No. hedrooms 3 other floe Water Supply: Name of public IgrL4t:;v Source or Private Iluddcr Joseph C. Poeschel Address 19203 Old Hwy 99/Arlington, Wa, fcicphonc652-8900 (street) (cirn) Designer Jim Sutton Address P.O. Box 326/Arlington, WA. 98223 Telephone 435-5551 (street) (ein) Attach a detail drawing to scale of the on-site system indicating: soil and pere.holes,drainfield lines. 1005 reserve area,elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any wells within 100 feet. Soil Log Hole No. 10-8"Brn. loamy sand; 8-30" tan loamy sand; 30-48" grey grav, sand; roots to 29" No- Soil Log Hole No. 2 lore or 18RR Ramp aR SL #1 F?levation of Water Table IDistance from ground surface)_ NONE Fill needed: (Depth & Amount) NONE Percolation Test: (Fall in min/inch-bottom 6" of test hole) 'Pest Hole No. I Average Rate I Depth lest taken 74-3011 Test Hole No. 3 3 Depth test taken '40-1611 rr Test Hole No. 2 Average Rate 3 Depth test taken 30-36 Test Hole No. 4 Depth test taken Average Percolation Rate 3 MPT Date Taken 10195/$3 septic 'rank Sitcom gallons, y, ft. Tr. Width 7411 Tr. Depth 2411 Signature of Designer License No. SA07 Dale 10/31.183 00 NOT WRITE BELOW THIS LINE (to be completed by issuing agency) Well Setback Compliance: Yes_No Permit Denied_ Sanitarian Pending: (date) ah� 7e pti(tl. G LJarCh *per/ oar// / t ' Permit to he blued Dateha+ti 3d/94P,5 Sanitarian � Galled for Inspection 1AZ97Inslaller b P C 6 r L 1jeinspcction Permit pimued (datt:l o��_ � Permit Number 7 9 O V Permit Renewal HD-14 REV: 14ae/mk http://www.snohd.org/shdcontactcore/PropertyScan.aspx?path=/005646/&id=0056460000... 6/18/2009 PropertyScan Page 1 of 1 PTAN u m ber: 00564600000500 Note: Diagrams may not be drawn to scale CASCADE JOB 40004 S4f&-4 SURVEYING ENGINEERING, INC. SHEET NO v V OF - 102 East Division C ARLINGTON,WASHINGTON 98223 CALCULATED BY ' DATE 435-5551 652-7572 CHECKED BY DATE SCALE. 0 `I dM64 � N oo � 1{ .-1.-�--i-.F�.L. `- - _ _ •_�..-yam 1.. _ - .-�- ' 1— t iw ..T.. 14 'Ili - http://www.snohd.org/shdcontactcore/Property Scan.aspx?path=/005 646/&id=005 6460000... 6/18/2009 Ld J .39 g O �1 uwQ u1 wi rg .� Ln o Ln Cl (— 1 � �l LO LLI Lu �,j CL L Lis o LLI wjLL J � uw v ru li � w Z a u � o v ° zLLJ � ~ C2) r- FZJ � NJ rt "^ r (Y M 0 �' 4 10 O Qu w 09 L9 69 41 _ o (� �1 w \ ui < i U6:"15!2UU3 14: 45 3604033418 COA PERMIT CENTER PAGE 02105 PERM111 CHECKLIST Department of Community Development City of Arling+,on • 233 N Olympic Ave. •Arlingtc)n, WA 98223 -Phone (360)403 3551 • FAX(360)403 3447 Use this checklist to ensure that all necessary information is provided for review of your project. Reaulreimients for Submittall A completed permit application Two (2) accurate fully dimensioned plot plans. Two (2) sets manufacturer specification for setup requirements, including block placement, tie-downs, skirting, water/sewer connections, Two (2) sets of detailed drawings for all entry porches, decks, or patios, , Verification or photocopy of current Washington State Contractors License for manufactured home setup installation. APPLICATIONS AREADNLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. tt WEB Form—74 Puce 1 of 1 4/00 sb 06/15/2009 14: 45 3604033418 COA PERMIT CENTER PAGE 04/05 Community Development Building Permit Supplemental Submittal Checklist f ''I' ' 's'..i.�Tli,'`�^"'vCN�3�:1::�....f- :U2:'w� u"w,7tiL'i'}�«.}T f+•w�c..�'.'�.v. a.0� _ .L .a'�' :3; t_ I The following supplemental information is required on the site plan -for all single-family and duplex building permit applications: t) 0 Plat name, if applicable. 0'/Vicinity map. Q Zoning of property, Front, rear, and side yard setbacks. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length, R'BLI!lcling height. WA break down of lot coverage by building. �# All critical areas, if applicable,with design@-ted setbacks and buffers, Ur"Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning, (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count-toward one of the trees required, b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. \\Coa,gciminl\cityli@llshated\We,l)site\8uildltig\A/el)Foriiis\3o5 Planning Checklist-rGs.1dontial sito.doc 08/231D7 DRC20090039 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT #: DRC20090039 OWNER: MISNER DARLENE STATUS:APPLIED > ADDRESS: 19729 47TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: POSTED: 6/19/2009 SCREENS:I Select Screen... FUNCTIONS: Select Permit Function.. -� Reviews Add Review Remove Review Print Close Review ID Description Assigned To Due Date (#) Req? Done? ASSIGN 1002 P-Engineering I KHALE 6/23/2009 0 J Y N ASSIGN 1014 P-Public Works I LRUPERT 6/23/2009 0 Y N ASSIGN 1016 P-Public Works II LTAYLOR 6/23/2009 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 6/23/2009 0 Y N ASSIGN 2000 C-Building I CYOUNG 6/23/2009 0 Y N ASSIGN 2008 C-Community Development I BFECHT 6/23/2009 0 Y N ASSIGN 2012 C-Natural Resources BBLAKE 6/23/2009 0 Y J N ASSIGN 2014 C-Planning I YPAGE 6/23/2009 0 Y N ASSIGN 2016 C-Planning II KSHERMAN 6/23/2009 0 Y N ASSIGN ( � y http://coaweb2/permittrax/PermitTraxMain/wfPennitConsoleReviews.aspx?COMMENT=... 6/19/2009 Dbi1512009 14: 45 3604033418 COA PERMIT CENTER PAGE 03/05 � .. MANUFACTURED /MOBILE HOME PERMIT APPLICATION _ Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 • Phone (360) 403 3551 • PAX(360) 403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) ACCURATE, FULLY DIMENSIONED PLOT PLANS,. TIEDOWN LOCATIONS, SPECIFICATIONS FOR TLEDOWNS AND BLOCKING, PORCHES, DECKS AND ENTRY STAIRS. Location of Installation: Client's Name ')AQJ_C10C j�? ISA)F� Phone Number. '°���3¢,5 -/V74— Address, I y 7,2 9 +7 T#.A VC A". city: A( LI&X- A-% state: ram_ zip Code: Lot number: valuation: When acting as the general contractor for installing Manufactured Homes/Mobile biomes, the following requirements must be met per the Washington Administrative Codes, VAIAC 200-1501111-0630-Who may Install a manufactured home? 1 A manufactured home may be installed by: • Homeowner • A certified installer An individual who is supervised by an on-site certified installer;or • A specialty trades person,for certain aspects of installation, 2, A certifiod installer must be a registered contractor or his'or her employee,or an employee of a registered dealership. CALC a) r+9'A 36D•- b?5�- 4966 Contractor's Nam a: �s I rc.yi r � l��Gt�lCC�//�rt/'�5, TA - , Phone#: 30 _1615 13e Address: _ PC), x 779 r�U 11,9,et�ok � /U/f 'r -, 7 � �E/)`wn 4045 L& I Number:rFti.t(I(} City Business License#: I hereby ce fy the above information is correct and that-the construction on, and the occupancy and the use of the above described pro arty ill be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible fnr rovitlin a method of sift accessin roof for inspection. I-N kkF414 6e J I M wP(_S S"C)C'c 'c Psi a~ (� • / J.. 01 Contra or's Slgnatur ,[/ i Date Installer's Name: L k k(-',4,iA 1(' daw-5) Phone#: Address: iP�' 8DX TZ K L g I Numuer�!LJ 1'_A (1Ck_i 9t' • VAl06 DS S City lusiness License 4: _ IRECEIVED� y�, FOR STAFF USE ONLY - «' 0 t)� ) 3� COA PERMIT CENT�ECR Permlt# Accepted By Amount Received Receipt# Date Received WEE3 Form—286 ' Page 1 of 1 n I A C& o ( /� ^ ab (�(�'�ci f (l etl.4cZc h eA t n ,4 ! - �c Rev 11/2008 SNOHOMISH HEALTH DISTRI%- _ 3020 Rucker#104 FOR PDS USE ONLY Everett WA 98201-3900 PDS PLAN CHECK# Wate,/Wastewater Section 425.339.5250 SEC 63/GMA Compliance Required? YES NO " - PDS NAME- Completion Date: I I REQUEST FOR A HEALTH DISTRICT CONSTRUC77ON CLEARANCE AND/OR WATER SUPPLY COMMENT Property Tax Account Number , * Owners Name: bik>i'_co 6 A4 1 �tie~P— Phone (25) 46 - (c/4- Mail Address: NMI 4317AV•f, 0-C City. State w4 Zip:,(3�-,n 2 ContactName: A,1 bt��Ess� 's1/cc�f``�iE: ;E fit-,rr�S Phone (�) �%5- )3 ��-� Mail Address: P X -7 7 9- City: (�k- PA r2 p36,� State LC'�1 Zip: Ys �7 7 SITE ADDRESS: W-99 17 2 A1lE, A-2, L. CITY: SITE LEGAL DESCRIPTION & LOT#: SP#/Plat Name: Is Septic System/Drainfield: [INSTALLED/EXISTING" ❑PROPOSED ❑NOT APPLICABLE 'If installed/existing,approximate year of installation t 9 F 7 Has a new onsite sewage disposal system application been made to the Snohomish Health District in conjunction with this proposed building project? ❑Yes XNo Indicate source of water: XINDIVIDUAL WATER SUPPLY [-]PUBLIC WATER SUPPLY Has an individual water supply application been made to the Snohomish Health District in conjunction with this building project? ❑Yes X No j f Explain building project and its use(SFR, addition, shed, etc) �Fp dcl 1 X 70 SA-:c ��a,l �•�C�/LE Lt�l�/� Is plumbing for any structures: ❑EXISTING ❑PROPOSED ❑BOTH EXISTING/PROPOSED NO', �FOV.Alhh HOW- Indicate total number of bedrooms before and after construction: ✓ / 3 ATTACH A COPY OF PLOT PLAN -8 W x 11"minimum showing: 1 Dimensions of Property Lines 4 Location of Septic Tank and Drainfield, if known 2. Dimensions of Existing Structures and their distances 5 Roads, Easements, Driveways, Parking and Pavement Areas from Lot Lines. 6. Location of Water Well. 3. Dimensions&Description of Proposed Construction. 7. North Arrow. NO CE: A Review Fee May Be Payable Upon Issuance of the Building Permit SIGNATURE OF APPLICANT: DATE: _ FOR HEALTH DISTRICT USE ONLY WATER SUPPLY INFORMATION: -(If Required By Building Department) ❑ST5 GMA Drinking ater Oetermination.Fee ❑Appears to be consistent with recommendations contained in"Guidelines for Determining Water Availability for New Buildings", issued April, 1993 as per Section 63 of Growth Management Act(GMA) ❑Does not appear to be consistent with recommendations contained in"Guidelines for Determining Water Availability for New Buildings issued April, 1993 as per Section 63 of Growth Management Act(see attached sheet for deficiencies). ONSITE SEWAGE DISPOSAL SYSTEM: ❑$200 Feld Review ❑ 100.Office Revie-/ [—]APPROVED ❑DISAPPROVED BY _ See Letter Dated Initial and Date ❑CONDITIONAL APPROVAL:Conditions To Be Typed On Building Permit ❑DO NOT FINAL STRUCTURE WITHOUT PRIOR SNOHOMISH HEALTH DISTRICT FINAL APPROVAL ❑ OTHER BMILDING CLEARANCE APPROVED: BASED UPON REVIEW OF THE ONSITE SEWAGE DISPOSAL SYSTEM INFORMATION AND, WHEN APPLICABLE,THE WATER SUPPLY INFORMATION REVIEWING SANITARIAN DATE Health District Clearance 3Lb2-ooq d13I y 65 1 0E 69 - OE 69 x OE 6S%OE � ■OE 6.x CC 2� 6 EIx OE hl-Oix OE 81-22x OE 22 81x C Ix Of E!-br 0£ or- 09 x 9E 29 x 9h 2S x 9h 2S x 96 ZS x 9h `i' o q o p �co W o z5 ---------- -- idcyD � L3 y c\2 'c Q� CQ --------------- � I I� IN I O W ® I SHELF i c� DRYER HWASHER --dL�-- L c ;S OPT FRZ a-. 1�,� L� F--------------zz c:,___ _____u o CL. � Q o 53A13HS it ------ u u N It w �o u�. \/ o I x LU x III v8 I sly � Ob x 9 STATE OF WASHINGTON { DEPARTMENT OF LABOR AND INDUSTRIES FACTORY ASSEMBLED STRUCTURES / The person named hereon has met the requirements and �! � ? ) is certified,as provided by law,as a Manufactured Home Installer l > Alan Fakkema Number Issue Date Expiration Date \ r 1 � 1 ? E Manager,Factory AssembledSWctures Wars 0565 08/30/2007 07/31/2010 E } �� �� a9�13 -7 �--�� .- � I Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 1 of 2 Information in Spanish j Topic Index I Contact Info I Search Home Safety Claims&Insurance Workplace Rights Trades&Licensing Find a Law(RCW)or Rule(WAC); Get a form or publication ©Help Return to List > Start a New Search > a Printer friendly General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers' Comp Premium Status Check for Dept. of Revenue Account Name WESTGATE MOBILE UBI No. 153001680 HOMES INC Phone No. (360) 675-1366 Status ACTIVE Address P 0 BOX 778 License No. WESTGMH956LS Suite/Apt. License Type CONSTRUCTION CONTRACTOR City OAK HARBOR Effective Date 6/29/2005 State WA Expiration 6/29/2009 Date Zip 98277 Suspend Date County ISLAND Specialty 1 -4d GENERAL Business Type Corporation Specialty 2 Id UNUSED Parent Company B Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date WESTGATE WESTGMH045N9 MOBILE CONSTRUCTION GENERAL UNUSED 8/29/1996 8/1/2001 ARCHIVED HOMES CONTRACTOR INC 2 Business Owner Information 8 Hide All Name Role Effective Date Expiration Date FAKKEMA, CHARLES A PRESIDENT 06/29/2005 FAKKEMA, MARLENE M SECRETARY 06/29/2006 B Bond Information https://fortress.wa.gov/lni/bbip/Detail.aspx 6/24/2009 �rl Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 2 of 2 Bond Bond Effective Expiration Cancel Impaired Bond Received Bond Company Account Date Date Date Date Amount Date Name Number TRAVELERS Until 1 CAS £t 104476954 05/23/2005 Cancelled $12,000.00 06/09/2005 SURETY CO a Insurance Information Insurance Company Policy Effective Expiration Cancel Impaired Received Name Number Date Date Date Date Amount Date NORTHLAND 6 INSURANCE NY100812 06/28/2009 06/28/2010 $1,000,000.00 06/23/2009 CO 5 INS CO NORTHLAND NY100812 06/28/2008 06/28/2009 $1,000,000.00 06/27/2008 4 NORTHLAND INSURANCE NY100812 06/28/2007 06/28/2008 $1,000,000.00 07/05/2007 NORTHLAND 3 INSURANCE NY100812 06/28/2006 06/28/2007 $1,000,000.00,06/28/2006 CO NORTHLAND 2 INSURANCE NY100812 06/28/2005 06/28/2006 $1,000,000.00 06/28/2005 CO NORTHLAND 1 INSURANCE NY1007812 06/28/2004 06/28/2006 $1,000,000.00,06/28/2005 CO Access About L&I I Find a job at Lt31 Site Feedback I Toll-free Numbers W N'ashingtwt°� ©Washington State Dept.of Labor and Industries.Use of this site is subject to the laws of the state of Washington. cx�il ti1Nxxaanmlertt NYA SIh Access Agreement I Educy-Aad securlty statement l Intended Og1k ternat content policy l Stiff only llnk https://fortress.wa.gov/lni/bbip/Detail.aspx 6/24/2009 ADDENDUM TO SET UP MANUAL MARLETTE HOMES 400 W. ELM, P.O. BOX 910 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 149 289 AND 42 WIDES. PAGES 4, AND 5 COVER 169 329 AND 48 WIDES. ALL OTHER PAGES COVERS BOTH::14 THROUGH 48 WIDES. COA PERMIT CENTER SET UP ADDENDUM INDEX MARLETTE HOMES,HERMISTON, OREGON PAGE 1 14 WIDES,28 WIDES,&42 WIDES. LOADS FOR PERIMETER,MAIN"T"BEAM,&MARRIAGE LINE BLOCKING. FOOTING SIZE CAPACITY. PAGE 2 BLOCKING EXAMPLES WITH PADS ON GROUND,FOR 14,28&42 WIDES. PERIMETER BLOCK OFF-SETS. PAGE 3 BLOCKING EXAMPLES WITH POURED RUNNERS,FOR 14,28 &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 SET UP 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". WHERE TO PURCHASE POCKET PENTROMETER PAGE 17 TEST SHEETfOR INSPECTORS FOR THE USE OF POCKET PENTROMETER PAGE 18 DIFFERENT PERIMETER BLOCKING METHODS. PAGE 19 DIFFERENT METHODS OF PERIMETER BLOCKING. REV.9-5-00 MARLETTE HOMES PIER CAPACITYS 14FT. 28 FT. & 42 FT. WIDES. MAIN "I" BEAM PIER LOADS. S (THE ROOF LOADS DO NOT EFFECT THE MAIN BEAM LOADS.) SPACING I FOOT 2 FOOT 13 FOOT 14 FOOT 15 FOOT 16 FOOT 17 FOOT 8 FOOT PIER CAP! 412 LBS. 824 LBS. 11236 LBS. 1648 LBS. 2060 LBS 2472 LBS. 2884 LBS.!3296 LBS. THESE FIGURES ARE GOOD FOR ALL LENGTHS OF HOMES. PERIMETER BLOCKING. (MAY BE PLACED IN FROM EDGE, SEE PAGE'S #2,#3, &#5.) R/LOAD 1 FOOT 2 FEET 3 FEET 4 FEET 5 FEET 6 FEET 7 FEET 8 FEET 30 LB.LL 320 1 640 960 1280 1600 1 1920 2240 1 2560 40 LB.LL i 400 1 800 1200 1600 2000 2400 2800 3200 60 LB. LL 576 1152 1728 2304 2880 3456 4032 4608 80 LB. LL 736 1472 2208 2944 3680 4416 1 5152 5888 100 LB. LL 897 1794 2691 1 3588 1 4485 5382 1 6279 7176 120 LB. LL 1 1057 1 2114 1 3171 1 4228 I 5285 1 6342 7399 8456 FOOTING SIZE CAPACITY: FOOjN.) A OTING ' SOIL BEARING CAPACITY(PSF) SIZEEA 1000 PSF 1500 PSF 2000 PSF 2500 PSF 3000 PSF 3500 PSF 4000 PFS 1. 12" .F. 1000 LBS. 1500 LBS. 2000 LBS. 2500 LBS. 3000 LS:I3500 LBS.�4000 Lbb16" 8 S.F. 1778 LBS. 2667 LBS. 3556 LBS. 4450 LBS. 5333 LBS. 6230 LBS. 7112 LBS.(2) 1 .F. 2000 LBS. 3000 LBS. 4000 LBS. 5000 LBS. 6000 LBS. 7000 LBS 8000 LBS. (2) 16X16 3.56 S.F. 3555 LBS. 5333 LBS, 7111 LBS. 8900 LBS. 10667 LB 12460 LBS 14221 LBS MARRIAGE LINE WALLS MUST BE SUPPORTED. ROW MARRIAGE LINE WALL BLOCKING ET RiLOAD 3 FEET 4 FEET 5 FEET 6 FEET 7 FE 8 FE30 LB.LL1602 2136 2670 '3204 3738 4272 40 LB.LL2001 2668 3335 4002 4669 5336 MN 961 1922 2883 3844 4805 5766 6727 7688 2454 3681 4908 6135 7362 8589 9816 1494 2988 4482 5976 T470 8964 10458 11952 120 LB. LL 1761 3522 5283 7044 8805 10566 12327 14088 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. �'�� `��':f'• 9/5/00 ORE N PAIGE 1 F ✓Q� 199 5 i MA RLEY11-F HOMES EXAMPLE: 14 WIDE MODELS 1 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. ( 1 ) 16"X 16"X 4"CONCRETE FOOTING @ PERIMETER&MARRIAGE LINE WALLS=1.778 LBS.CAP. ( 1 )16"X 16"A 4"CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS=1,778 LBS.CAP. PERIMETER 5'-6"O.C. n ;I -; r -�^ n n n I MAIN BEAMS 4'-3"O.C. 14 WIDES 28 WIDES,42 WIDES. n J U 1 J MARRIAGE LINE WALL SUPPORTS / MARRIAGE LINE WALL SUPPORTS 3'4"ON CENTER 3'-4"ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. EXAMPLE: 14 WIDE MODELS 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. (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 LBS.CAP. i PERIMETER W-O"O.C. O O o O o o O { u PAIN BEAMS S'dW O.C. 14 WIDES 28 WIDES,42 WIDES. i MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS 6'-7'ON CENTER / 6'-7'ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. WOOD FLOG 4 X 4 TIMBER PICKS UP I 2 OR 3 FLOOR JOISTS WEDGES INSTALLED SAME I `'CN l IS IRE RUCTION NG. TIMBER 6 3I�"I °�7•e`1�C,Gj 2'X 8'%.16'WOOD BLOCK 8"X 16"X 4"(OR 2") / ( CONCRETE BLOCKS 9- CONCRETE CAP FOOTING w•te 2 I r IWQHLETYF HOMES I I ,MPLE: 14 WIDE MODELS � 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. I MIN.5 1/2"THICK CONCRETE POURED RUNNER MUST EXTEND 4"PAST BLOCKS=2,600 LBS. CAP. SEE PAGE 10, DETAIL"A". PERIMETER 8'-0"O.C. 4-MIN. J p T u of [- O r 1 1 fig � MAIN BEAMS 6'-3"O.C. POURED RUNNER i 14 WIDES 28 WIOES.42 WIDES._ I n Gil Li _ Ii MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS 4'-10"ON CENTER 4'-10"ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. EXAMPLE: 14 WIDE MODELS ' 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. i (1 ) 16"X 1611X 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 LBS.CAP. SEE PAGE 10,DETAIL"A'. 4"MIN. PERIMETER 8'4r O.C. Fm i 1p O O p O All i Isa!N O.C. El POURED RUNNER WfT11 ADDED \ 14 WIDES 28 WIDES 42 WIDES. U u MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS 7' " X, T.5"ON CENTER. WRUADM iµ'RNLL ADDED ! BLOCK COLUMN SUPPORTS PER MODEL REQUIREMENTS. I WOOD FLOOR rn 4 X 4 TIMBER PICKS UP 5' 2 OR 3 FLOOR JOISTS WEDGES INSTALLED SAME ! IDIRECTION AS TIMBER i 3I4 IS RUNNING. VGON �� B 2"X 8"X 16"WOOD BLOCK `� , '� �C✓ '� 21,1 8'7(18"X 4"(OR 2") �- / CONCRETE BLOGK6 �R F. CONCRETE CAP- ~— POURED RUNNER �t 3 MARLETTE HOMES PIER CAPACITYS 16FT., 32 FT. & 48 FT. WIDES. MAIN "I" BEAM PIER LOADS. (THE ROOF LOADS DO NOT EFFECT THE MAIN BEAM LOADS.) iSPACING j I FOOT 2 FOOT 3 FOOT 14 FOOT 15 FOOT 16 FOOT 17 FOOT 8 FOOT j 'PIER CAP.1478 LBS.; 956 LBS.J'11,434 LBSj 1,912 LBSj2,390 LBS.12,868 LBSj 3,346 LBS13,824 LBS1 THESE FIGURES ARE GOOD FOR ALL LENGTHS OF HOMES. PERIMETER BLOCKING. (MAY BE PLACED IN FROM EDGE, SEE PAGE'S #2,#3, &#5.) IR/LOAD 11 FOOT 1 2 FEET j 3 FEET 4 FEET 1 5 FEET j 6 FEET 7 FEET j 8 FEE-Ij i30 LB.LL 1 360 ; 720 1 1080 j 1440 j 1800 2160 2520—1 2880 40 LB.LL j 450 900 1350 1 1800 2250 2700 3150 36001 60 LB. LL 1 648 j 1296 j 1944 j 2592 3240 3888 j 4536 5184 80 LB. LL 828 j 1656 2484 3312 f 4140 4968 5796 j 6624 100 LB. LL 1008 j 2016 3024 4032 5040 j 6048 ' 7056 8064 120 LB. LL 1188 I 2376 1 3564 4752 1 5940 I 7128 I 8316 1 9504 FOOTING SIZE CAPACITY: FOOTING FOOTING SOIL BEARING CAPACITY (PSF) SIZE (IN.) AREA 11000 PSF 11500 PSF 12000 PSF 2500 PSF 13000 PSF 3500 PSF 14000 PFS 12"X 12" 1 S.F. 11000 LBS.1 1500 LBS.1 2000 LBS. 2500 LBSj 3000 LBS.13500 LBS.J4000 LBS. 16"X 16" 1.78 S.F. 11778 LBS. 2667 LBS. 3556 LBS. 4450 Lt$b.1 5333 LBS. 6230 LBS.17112 LBS. (2) 12X12 2 S.F. j 2000 LBS.13000 LBS.14000 LBS. 5000 LBS. 6000 LBS. 7000 LBS 18000 LBS. (2) 16X16 13.56 S.F. 13555 LBS.1 5333 LBS.1 7111 LBS.1 8900 LBS.1 10667 LBS 12460 LBS 14221 LB: MARRIAGE LINE WALLS MUST BE SUPPORTED. ROOF LOAD FOR MARRIAGE LINE WALL BLOCKING RILOAD 1 FOOT 1 2 FEET 3 FEET 4 FEET 5 FEET j 6 FEET 7 FE 8 FEEL 30 LB.LL 613 1 1226 1839 2452 3065 j 3678 42911 4904 40 LB.LL 767 1 1534 2301 3068 3835 4602 53691 6136 60 LB. LL 1104 1 2208 3312 4416 5520 6624 7728 8832 80 LB.LL 1411 2822 4233 5644 7055 8466 9877 11288 100 LB. LL 1717 3434 5151 6868 1 8585 10302 12019. 13736 120 LB. LL 2024 4048 6072 8 196 1 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. �Q PROF SEE NEXT PAGE FOR ADDITIONAL EXAMPLES: ,,G1NEF Ffs�O� 1BB C v ��•�� g/ypp OR ON,� PAGE 4 ���R F. 30 �C�o MARLETTi E HOMES i EXAMPLE: 16 WIDE MODELS I I 30 LB. ROOF LOAD WIM 1,000 LB. SOIL BEARING CAPACITY. I (1 ) 16"X 16"X 4"CONCRETE FOOTING @ PERIMETER&MARRIAGE LINE WALLS=1,776 LBS.CAP. ( 1 ) 16"X 16'%4"CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS=1,778 LBS.CAP. f P'rRZFAETER 4'-11"R.C. l U Li _ _ U J U 1 I MAIN BEAMS 3'-W R.C. 16 WIDES 32 WIDES,&48 WIDES. I n n ^ J U MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS 2'-10"ON CENTER 2-10'ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. "AMPLE: 16 WIDE MODEL 30 LB. ROOF LOAD WITH 1,000 LB. SOIL REARING CAPACITY. (2)16%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 LES.CAP. PERIMETER 9-(r O.C. —-— n n I GO MAIN BEAMS T-T O.C. 16 WIDES,32 WIDES,&48 WIDES. n J J U MARRIAGE LINE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS b'-W ON CENTER b'-9"ON CFMFR COLUMN SUPPORTS PER MODEL REQUIREMENTS. PRO r , �r;Gl N c� .y WOOD FLOOR 18 X 4 X 4 TIMBER PICKS UP 2 OR 3 FLOOR JOISTS 1� w r�ut7i� WEDGES INSTALLED SAME /r..- _I 1 DIRECTION AS TIMBER 314—� `��•21,�9� Gj IS RUNNING. 2'X 8"X 16"WOOD BLOCK 8'% 16'%4"(OR 2-) CONCRETE BLOCKS CONCRETE CAP - FOOTING PAGE 5 9-5-00 MARLETTE HOMES 400 WEST ELM, P.O.BOX 910 HERMISTON,OREGON 97838 USE THE FOLLOWING PAGE TO DETERMINE THE BEST METHOD OF BLOCKING YOUR HOME, (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. L. 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 RUNNER,5 1/2"THICK,AND A MIN 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 FT,OORS. 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 DETERMINE 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#4, THE FOOTING SIZE CAN BE DETERMINED FROM THAT. PERIMETER BLOCKING IS NOT REQUIRED UNDER SIDEWALL OPENINGS IF THE OPENINGS ARE BLOCKED UNDER EACH END. 9/5= PAGE 6 MARLETTE HOMES PIER CAPACITYS FOOTING SIZE CAPACITY: r �OOTING IFOOTING I SOIL BEARING CAPACITY(PSF) SIZE(IN.) AREA 1000 PSF 11500 PSF 2000 PSF 2500 PSF 3000 PSF 3500 PSF 14000 PFS 112"X 12" 1 S.F. 11000 LBS. ;1500 LBS. 2000 LBS. 2500 LBS. 3000 LBS. 13500 LBS. 14000 LBS. 16"X 16" 11.78 S.F. 11778 LBS. 12667 LBS. 13556 LBS. 4450 LBS. {5333 LBS. 6230 LBS. 7112 LBS. !(2)12X12 2 S.F. 12000 LBS. ,3000 LBS. 14000 LBS. 5000 LBS. 16000 LBS. 7000 LBS 18000 LBS. 1 k(2)16X16 13.56 S.F. 13555 LBS '5333 LBS 17111 LBS. '1 8900 LBS. 10667 LBS. 112460 LBS. 114221 LBS ROOF LOAD \S��R�G IN�FFf�/ se 14, 28, OR 42 (TRIPLE WIDES) CHECK ONE BOX. - 16, 32, OR 48 (TRIPLE WIDES) �� F�ao z,.o 4A (_) 16"X 16"X 4" BLOCK IN PSF SOIL= LB. CAP. R F 3 � (_) 16"X 16"X 4" FOOTINGS MAIN "I" BEAMS = LB. CAP. (_) OTHER SIZE SOIL CAPACITY X SQ. FT. OF PAD = LB. CAP. (� POURED CONCRETE RUNNERS =2,600 LBS. CAPACITY IN 1,000 LB. SOIL =4,000 LBS. CAPACITY IN 1,000 LB. SOIL OTHER PERIMETER o cmC In O.C. - -- MAIN BEAMS O.C. C3 cm cm cm MARRIAGE LINE WALL SUPPORTS- MARRIAGE LINE WALL ON CENTER SUPPORT ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENT COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY BE USED IF BASED ON APPROVED ADDENDUM CHARTS. PAGE 7 9/5100 M/`6R ■may■ MfC BLOCKING CAPACITIES AND CONFIGURATIONS SIDEWALL. SIDEWALL. MAIN BEAM MAIN BEAM. / [QRt MARRIAGE LINE SUPPORT •.\ // OR MARRIAGE UNE SUPPORIf— 1 y // WEDGES /i2xSX16" WOOD i z TYPICAL I BLOCK MANUFACTURED PIER CONCRETE �MAX.30' �� `. I PAD `CONCRETE BLOCKS f� /O � `�� FOOTING�— I / FOOTING— SIZED PER SIZED PER FOOTING CHART FOOTING CHART O 0 MAX. 4,000 TO 6,000 LB. CAPACITY ✓a 21 >�aA N CO MAX. 5,000 LBS. DEPENDING ON PIER LISTING. �IiOR F. (2)SETS OF 2XSX16 WOOD WEDGES BLOCK L FNGTit SIDEW LL WAYS OF FLOOR INSTALL A 3"X 5"X 3/8" MAIN BEAM, RAIL OR BEAM. SIDEWALl LINE MAIN OE11M. "C"CHANNEL WHEN PIER S OR MARRIAGE ARE DOUBLED. SUPPORT _% 2XSX16"WOpD OR MARRIAGE LINE / I CAP BLOCKS SUPI'OR7 8"X 16"X 4" / CONCRETE Z M� BLOCKS ti p�c TYPICAL z M \ MANUFACTURED PIER 8"X 16"X 8" CONCRETE BLOCKS rJ 8"X 16"X 4" CONCRETE BLOCKS (FOR II0C-1fT ONLY) FOOTING J SIZED PER FOOTING1�l�` FOOTING CHART SIZED FOOTING CHART MAX. 8,O00 TO 12,000 LB. CAPACITY MAX. 24,000 LBS. CAPACITY DEPENDING ON PIER LISTING. DIFFERENT PIERS AND I THEIR CAPACITIES PAGE 8 6/11/9B _— MA6RL"TE HOMES BLOCKING CAPACITIES AND CONFIGURATIONS FOOTINGS PLACED ON GROUND 2x6%16' wool) wool)_ `'�1�� BLOCK J] BLOCK CONCRETE Al P 1 L Pal) lr�CONPCnil)L7E tv 'r CONGFtETII r' I CONCRETE , I , FTLOCKB BLOCKS - y 21. , < ) CONCRETE FOOTING (2) 16"X 16"X 4" 1.78 SQUARE FOOT AREA CONCRETE FOOTING SOIL BEARING FOOTING CAPACITY 3.56 SQUARE FOOT AREA CAPACITY SOIL BEARING FOOTING CAPACITY 1-[l00 I_Rs. 1.778 LBS. CAPACITY I 1.500 LBS. 2.667 LBS. 1-000 LBS. 3.555 LBS. 1 2.000 LBS. 3.556 LBS. 1.500 LBS. 5,333 LBS. 2.500 LBS. 4.445 LBS. 2,000 LBS. 7.111 LBS. 31000 LBS. 5,333 LBS. 2.500 LBS. 81889 LBS. 3.500 LBS. 6.223 LBS. 3,000 LBS. 10,667 LBS. 4,000 LBS. 7.112 LBS. 3,500 LBS. 12.444 LBS. 4,000 LBS. 14,221 LBS. it NOTE: BLOCKS MUST BE ON FLAT GROUND L-T�'� WITHOUT ORGANIC i i I MATERIAL OR VOIDS. �T (4) 16"X 16"X 4" (6) 16"X 16"X 4" CONCRETE FOOTING 7.12 SQUARE FOOT AREA CONCRETE FOOTING I 10.68 SQUARE FOOT AREA SOIL BEARING FOOTING CAPACITY CAPACITY SOIL BEARING FOOTING CAPACITY 1.000 LBS. I 7.112 LBS. CAPACITY 1-500 LBS. 10.668 LBS. 1-000 LBS. 10.668 LBS. 2.000 LBS. 14 224 LBS. 1.500 LBS- 16,002 LBS. i 2,500 LBS. 17.780 L13S. 2.000 LBS. 21.336 LBS. I j 3,000 LBS. 21.332 LBS. 2,500 LBS. 26.670 LBS._ 3.500 LBS. 24.892 LBS. 3.000 LBS. 31,998 LBS. j 4,000 LBS. 28.448 LBS. I 3.500 LBS. I 37.338 LBS. Y 4,000 LBS. 42,672 LBS. I FOOTING CAPACITIES PAGE 9 � i i MARLETTE HOLES BLOCKING CAPACITIES AND CONFIGURATIONS WHEN PLACED ON CONCRETE RUNNERS OR SLABS. , PERIMETER BLOCKING PIER MIN. 4", iMIN.4" �I ////'// // /, >'•.'�',. MINIMUM 5 1/2' rkE7ER �G2a j -:.. THICK CONCRETE SLAts OR RUNNER SOIL BEARING CAPACITY ;s •.!" :r:.;r..;.. .:,: ;:::c:>`•'" 1,500 LBS. I Z,000 LBS. 2,500 LBS. 3,000 LBS- P S .FT. PER SQ.FT. PER SQ.FT. I PER SQ.FT. I PER SQ. Fr- ER Q RE-BAR IS NOT REQUIRED, LOAD;.� 5,100 LBS. 6,484 LBS. 7,568 LBS. BUT MAY BE INSTALLED. �, ,.^.:T. 2,600 LBS. 3,800 LBS. DETAIL IPERIMETER BLOCKING MIN. 4" =✓�� PIER MIN. 4" ( Nrrn MrNtNUM I - MIN. MINIMUM 5 1/2" PFRr�ETca�OTry THICK CONCRETE R rUq� / . �,:s••..;.?'" SLAB OR RUNNER // // ::�` .�•' SOIL BEARING CAPACITY ,!y +,:.r•..'...:i:> 500 r'...� rv. r`.::.�.• • - 2,000 LUS. 2,500 LBS. 3.000 LBS. SQ.FT. PER SQ. FT. PER SQ.FT. I PER SQ.Fr. I PER SQ.FT. 30 Las io '\ LOAD 4D00 LBS. I 6,000 LBS. 8,000 LBS. I 10.000 LBS. '12,000 LBS. , CAPACITY — RE-BAR IS NOT REQUIRED, BUT MAY BE INSTALLED. i - I ' FOOTING CAPACITIE SS-00 ✓a _ C q�1 PAGE 70 MARLE"E HOMES FOOTING CAPACITIES AND CONFIGURATIONS WHEN PLACED ON CONCRETE RUNNERS OR SLAB. 1 PIER ' /'~ �.• MIN. 4" / -5- MINIM Irot MINIMUM 5 1/2" 40" I THICK CONCRETE 1 SLAB OR RUNNER , / / �••,:: %�:., t^ SOIL BEARING CAPACITY 1,500 LBS. 2,000 LBS. 2.500 LBS. 3,000 LBS. .`.a 1,000 LOS PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ. FT. RE-BAR IS NOT REQUIRED, LOAD 6,500 LBS. 10,000 LBS. 13,000 LBS' 16,470 LBS. 19,940 LBS. BUT MAY BE INSTALLED. CAPACI ' DETAIL"A" '—' PIER MIN �'�::�:;�: � •''�K rat ....: •::.at _// / '...;. MINIMUM 51/2" R'1p�11 4on c'�: '' hp•v-'::�`" / sy�e' f�c: ..,: THICK CONCRETE // 'j vy .t.,,:,.•� SLAB OR RUNNER � •` .:.... _ • , _,-_:.;•: SOIL BEARING CAPACITY I •:Sid: w..;:: .•..`r':.. 1,000 LBS 1,500 LBS. 2.000 LBS. 2.500 LBS. 3,000 LBS. PER SQ.FT. I PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. RE-BAR IS NOT REQUIRED, np Iry 11,000 LBS. 17,000 LBS. 22.204 LBS. 27,853 LSS. 33,502 LBS. II BUT MAY BE INSTAU-ED. PR f� GINS trr� [DETAIL"-- FOOT ING CAPACITIES BR1r I 1ON PAGE 11 9-5-0Q 2i,1 Gj FL�� F, JO`�`� MARLME HOMES FOOTING CAPACITIES WITH CONCRETE SLAB OR RUNNERS i it '::,�.:>>::.:...�;;:�..:..'•.•':-`_ �. /ice MIN. 4" ..::'t:;•. '`'-'�= •.¢�:�:�.+ ��. ••''s,�:•••- : .i':'•s. Ij�Ys�s•• W/pTM } '' :::;;�r�.. �:•�..: ,:�. +,MIN. •Ya- MINIMUM 5 1/2 / ��0/ / / ' `'r: • �.::.::r•.: THICK CONCRETE SLAB OR RUNNER / /' /// •.-:x; ::C•`:^:,�;:,•' . RE$4R IS NOT REQUIRED, BUT MAY BE INSTALLED. SOIL BEARING CAPACITY 1,000 LBS 1,500 LBS. 2.000 LBS. 2,500 LBS. 3,000 LBS. PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. LOAD 15.SW LBS. 23,019 LBS. 31,088 LBS. JcApAcrn PRto) GiNEtZ I • EGON .21,199� 5 I I 0�F 30�� i FOOTING CAPACITIES g1r}� PAGE 12 MARLETTE HOMES UPLIFT STRAPS j-. STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS , °a I ;d I I I � tlll � I I I II PORCH RAILING NOT SHOWN • FOR CLEARffY OF STRAPS LI I r � 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. PORCH TIEDOWNS ON CENTER SECTION OF TRIPLE WIDE. UPLIFT STRAPS -N PROFFs 18 _ r r O GON 8 STANDARD TIE DOWN STTt ✓n,21. DOWN BOTH SIDEWALLS `�R F 30 PO SPgry I - I X I I III I ` PORCH RAILING NOT SHOWN ' F_ FOR CLEARITY OF STRAPS rl A= EACH SIDEWALL SUPPORT POST IS TO BE BLOCKED. I I TIE DOWN STRAPS ARE BE INSTALLED IN GENERAL AREA OF SUPPORT POSTS.� (PER PAGE 30 IN SET UP MANUAL,OR PAGE 15 IN ADDENDUM.) REFER TO PAGE 27 IN SET UP MANUAL FOR FOUNDATION WALLS AROUND POHC I AREA. PORCH TIEDOWNS WITH SIDE PORCH. DOUBLE OR TRIPLE WIRES; PAGE 13 I MARLETTE HOMES UPLIFT STRAPS STANDARD TIE DOWN STRAPS / DOWN BOTH SIDEWALLS / \COLUMN POST SUPPOR7� STANDARD TIE DOWN STRAPS � I DOWN BOTH SIDEWALLS / �� ► MARRIAGE LINE SUPPORT REFER TO PAGE 27 IN SET UP MANUAL FOR ~^ _ FOUNDATION WALLS AROUND PORC31 AREA. I �� LCOLUMN POST SUPPORT PORCH RAILING NOT SHOWN (2)ADDED TIE DOWN STRAPS. FOR CLEARTTY OF STRAPS. (TIE DOWN STRAP INSTALLED PER PAGE 27 IN SET LIP MANUAL, OR PAGE 15 IN ADDENDUM.) PORCH TIE DOWN WITH FULL END PORCH. UPLIFT STRAPS REGO / an•21.egg` 5 F. 30 STANDARD TIE DOWN STRAPS DOWN DOT"SIDEWALIS � J -yy '-'P MARRIAGE LINE SUPPORT —ONE ADDED TIE DOWN STRAP -COLUMN POST SUPPORT ON PORCH SIDE REFER TO PAGE 27 IN SET UP MANUAL FOR (ITE DOWN STRAP INSTALLED PER PAGE I FOUNDATION WALLS AROUND F'l)ttC H AREA T SHOWN 27 IN SET UP MANUAL R CLEARIry OF STRAPS. OR PAGE 5 N ADDENDUM.) JPORCH TEE 9-S- 0 [2OWN1 W TH PARTIAL END PORCH. � PAGE 14 MAR fL ETTE HOMES BLOCKING AND UP LIFT STRAPS FOR ATTACHING POD UNITS. LOADF RE 41RED PIER CAPA ' 30 4 2 200 40 5 400 2.700 LBS. r 60 1 7 50O LBS. 3,800 LBS. 0 1 9,600 LBS. 4,800 Inn I12.300 LBS. I fi-200 12U 14.400 LHS. I 7.2n0 LBS. 2g ATTACHING POD MAIN UNIT) 13•-A. / PORCH WITH NO ROOF VARIES IN LENGTH 3 \J 4 w"y OPERIMETER BLOCKING OF MAIN UNIT IN THE PORCH AREA,IS THE SAME AS THE STANDARD`ERIMETER BLOCKING REQUIREMENTS. BLOCKING OF THE POD UNIT AND MAIN UNIT AT THE MARRIAGE LINE,IS PER INDIVIDULE PLAN REQUIREMENTS INCLOSED IN THE 'SET UP PACKAGE". 2 THE MAIN BEAM SUPPORTS IN PORCH AREA ARE MAX.S FT.O.C.. THE MAIN POD SECTION IS PER ADDENDUM PG.#1. 3 PERIMETER BLACKING SAME AS MAIN UNIT SIDEWALL BLOCKING,PER PAGE#1 IN SET UP ADDENDUM. ®CENTER COLUMN SUPPORT FOR TAG UNIT. FOOTING AND PIER CAPACITIES PER DIFFERENT ROOF LOADS. SEE PAGES 1,S,9,10, 11,AND 12 IN SET UP ADDENDUM OUTSIDE COLUMN SUPPORTS. UPLIFT STRAP LOCATIONS WITH ATTACHED POD. / tip PROF��s • 1 9 ' to S ATTACHING POD MAIN UNIT ANCHOR#6 ANCHOR #3 ��— ANCHOR #2 ANCHOR#1 ANCHOR#5 ANCHOR #4 N UNri BEAM S�? I END OF HOME MAX,X-V NOTE i ANCHORS#1,2,3,AND 6 ARE SHOWN ON THE MAIN HOME SECTION. t —ANCHOR #6 ANCHORS#4 AND 5 ARE SHOWN ON THE POD SECTION. THIS WILL CHANGE AS THE POD IS LOCATED IN DIFFERENT PLACES ON THE MAIN UNIT.. THE IMPORTANT THING IS TO MAINTAIN THE 1114r SPACING FULL LENGTH OF THE'WIiOLE UNIT". rr,o. MAX,z- ANCHOR#5 = _7� rro, \ END OF HOME ANCHOR 94 / ANCHOR #2 �—S—OO ANCHOR#3 ANCHOR ss t' PAGE 15 ' 0 0 0 0 0 0 0 0 0 0 "1N o o i o o N 1 1 1 1 1 N l 1 l l l co in 10 CIO eo eo \ C� Y. v O 0 r In m ' in 0 0 0 O O O O o N 0 0 0 0 0 O N n N N N m I I 1 I I CO 1 1 1 1 1 I m CO O in to io co CIO O mt m t0 m ip O n m 00 m co _ Q J O O lO O O O 0O 0 0 0 0 o Z O 0 0 0 0 0 \ J 0 I I I I I z J Ia l l 1 1 1 J 0 I 1 1 1 I i0 1- m m w U cO co co m cO O m CO CO CO to _ _ W}cr 0 p 0 0 0 J N 0 0 0 0 OJ J O 0 0 0 0 0 m J O 0 0 0 0 0 w Z a p m N tn I I t I I m p I 1 I 1 I m Wo a l I 1 I I Q <Q t' 1� Om I� 'CO ml m 'to VI O CO uo 00 io m `,, m 110-1 m co co 5 o C7 In w ��� �� n o 0 0 0 o Q = 0 0 0 0 0 0 0 o Nz m m co to cc I U m ro do Wa -.-1 CO Yaw z� U^ ^ w za° .� .. Zv .. 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W = in m w Z aWm �Q U) a co 0 0 0 < 0 0 0 0 0 0 p o 0 0 1-. 0 L) 61 U O I I I I I n I 1 I I I m n 1 I I I I W w ti Z(L o O,� n n n io co in io C7 L) m m n co m CL m m m m co F 1=n U mOlz} O O ^ Z`� a G O z 7 p W H 0 0 0 0 0 �• a 0 z m v v o 0 0 > .N..v 0 0 0 wmmc �d mU p o In o n J Q� 0 0 0 Z wt- o 0 o W - o 0 0 m laJ Q G c„ Q N N Z W_ In O In Y m U p p 0 C In m U 0 0 O O N �y`A J m U O O Q O O .o O Q O Q O O N N (� J Q O O N N J a 0 0 N N wk'ci+ p n 0 O �U C7 pi o o vOiv o o voiv Z In U c� d=o� in w C Jv z U a: p aO a 0 ` W o 0 0 0 0 0 o w n o If, Q m 0 0 In N 1 1 I I 1 N I I I I I N I`I I'i I I I (} p m D w N n •v 2 iom m co co co n v in �n �n v J 1, m D) 1N11 _ >C W v c L1J O+ ©Ins U.._. 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O O O D 1 NN _ as — -- i et - -- MARLETTE HOMES LONGITUDINAL STRAPING WIND ZONE I ONLY i - - -- - - - - - - - - - - - - - - - - - - - - - - - - LONGITUDINAL STRAPPN G I,I PIER S LONGITUDINAL STRAPPINGSWSEEDETAILE I PACING PER SEE DE94GROUNDLEVEL BELOW ozHITC AXLE SPRING HANGER L�GROUND ANCHORS 9•-0'O.C.14 WIDES. PAD FOOTING z11'-O"O.C.ALL OTHERS OR FIRST SIDEWALL GROUND ANCHOR WITH IN 24"OF END WALL. CONCRETE RUNNER LASTANCHOR WITH IN 24"OF END WALL. SLOT 0 25'FROM END 3'LONG,1"WIDE ADDED SLOT OF HOME SLOT FOR STRAP. -- INSTALL ON 45-ANGLE 16'FROM END RUN THE STRAP FROM THE - - - AD 1/4' / S EL -.- OF CHASSIS . ANCHOR THROUGH THE SLOT ROD TO IN(EDGE OF IN THE CHASSIS.THEN BACK TO THE SLOT _ THE ANCHOR CHASSIS CHASSIS !— \\ HITCH \ 1 \\ 90- HT OF OE _ V FILLET WELD _ - OPT. SAME-1 OPT, STETEM WALL HOUS£HEIGHT\ // OF HOM SAMEAS WALL ANCHOR STRAPS MUS BE LISTED FOR AT LEA APPROVED OR LISTED IF HEIGHT OF HOME IS 20 3.150 LB.WORKING LO ANCHOR WILL BEAT 456 (4,725 LB.CAPACITY) GROUND ANCHOR OR ANCHOR DEVICE. FROM END OF HOME MUST BE RATED FOR MIN.3,150 LBS.WORKING LOAD. _ SINGLE TENSIONING HEAD. (4,725 LB.CAPACITY) ALL STRAPS RAN SAME DIRECTION AS CHASSIS BEAMS (1)STRAP TOWARDS (2)STRAP TOWARDS REAR END REAR END (2)STRAP TOWARDS (4)STRAP TOWARDS (1)STRAP TOWARDS REAR END REAR END FRONT END (2)STRAP TOWARDS (2)STRAP TOWARDS FRONT END FRONT END (4)STRAP TOWARDS FRONT END �ADDEO I 1 \ SPRING HANGER J `ADDED AOOED SPRING HANGER r SPRING HANGER SPRING HANGER I I I I I 1 (2)STRAPS ON I 1 1 { I 1 I POD SECTION I I I I 1 I I 1 1 I 1 1 ONE EACH END. 1 I I 1 I I I 1 I I 1 LISTEDGROUND 1 I 1 1 1 ANCHOR 1 I I I AND STRAP I I LISTEOGROUNDANCHOR LiSTEOGROUNOANCHOR ' ' LISTEDGROUND 1 I I NO STRAP I I AND STRAP I ' 1 NCHOR AND STRA 1 I 1 I I 1 I I I 1 I I[\A 1 I 1 I 1 1 1 t I I 1 1 1 I ( 1 I 1 1 1 1 I 1 I 1 1 1 ADDED [ppp k I 1 1 1 1 1 I SPRING ADDED ADDED PRING HANGER SPRING HANGER ADDED ' I 1 1 I 1 SPRING HANGER / I I I I 14 WI DE AND& 16 WIDE 28 WIDE 28 WIDE SINGLE WI DES DOUBLE WIDE DOUBLE WIDE WITH POD. TR40 LEI WIDE WITH CUT CORNER HOMES,THE 16'MEASUREMENT IS FROM THE END OF THE CUT CHASSIS,NOT THE END OF THE HOME. REVISIONS MARLETTE HOMES LOI`!GITUnINAL STRAPPING wTe iaxax as �NocFltS �+ua MARLETTE HOMES ADDITIONAL USE OF GROUND TYPE AUGERS. LISTED AUGER TYPE UPLIFT ANCHOR ANCHORS MUST BE LISTED IN ADDMON TO BEING INSTALLED IN AND APPROVED FOR 4,725 LDS. THE GROUND PER INSTRUCTIONS,THE ANCHOR TO BE INSTALLED To MANUFACTURERS SPECS. AUGER MAY BE POURED IN THE CONCRI(E (AS SHOWN IN SET UP MANUAL) RUNNER ON THE SIDE OF THE HOUSE. — MARRIAGE LINE BLACKING CONCRETE RUNNER MARRIAGE LINE RUNNERS. NOT REQUIRED ON SINGLE WIDES. AS SHOWN ON PAGE 29 AND 30 [FLATWT E�RUNN�EM IN THE SET UP MANUAL 1 LISTED AUGER TYPE UPLIFT ANCHOR i AUGER ANCHOR BOLT MUST BE LISTED IN ADDITION TO BEING INSTALLED IN AND OR T APPROVED I FOR LED O THE GROUND,PER INSTRUCTIONS,THE ANCHOR TO BE INSTALLED TO MANUFACTURERS SPECS. AUGER,NAY BE POURED IN THE CONCREi—i t (AS SHOWN IN SET UP MANUAL) RUNNER ON THE SIDE OF THE HOUSE WTM STEM WALLS. MARRIAGE LINE _ BL(X:KING CONCRETE RUNNER - MAYBEELOCK MARRIAGE LINE RUNNERS. POURED STEM WALL NOT REQUIRED ON SINGLE WMES. OUTSIDE RUNNERS WITH STEM WALL AS SHOWN ON PAGE 29 AND 30 IN THE SET UP MANUAL 9i5i00 PAGE 20 MARLE17E HOMES SET UP OF HEATLOOP SYSTEM AS SHIPPED WITH 318"OSB COVERING -� DUCT OPENING. �— HEAT LOOP LOCATIONS ONE ON EACH END OF FLOOR _--' BOTH HALVES HEAT LOOP HOLE WITH FOAM TAPE INSTALLED 1. REMOVE THE 31W OSB THAT COVERS THE HEAT LOOP CROSS-OVER ON THE FLOOR RIM RAIL. 2. INSPECT THE FOAM TAPE INSTALLED AROUND THE DUCT SYSTEM. _ n 3. REMOVE ANY BELLY PAPER _ - THAT MAY HAVE BEEN INSTALLED OVER THE FOAM TAPE OF THE HOLE. 4. RUN A QUCK MEASUREMENT ON BOTH SECTIONS TO ASSURE THE HEAT LOOP SYSTEMS WERE PROPERLY LOCATED AT THE FACTORY. INSTALL THE NEXT SECTION AS CLOSE TO THE FIRST ONE AS POSSIBLE WITH OUT SET FIRST SECTION IN PLACE. TOUCHING. SET THE HEIGHT AS CLOSE TO THE FIRST SECTION AS POSSIBL BEFORE PULLING THEM TIGHT TOGETHER. 8: THIS PROCESS WILL KEEP THE FOAM IN PLACE AND HELP IN PREVENTING POSSIBLE LEAKS CAUSED FROM SET UPS. Page 21 HBOSManufacturing, LP Engineering Department 7800 McCloud Road Greensboro, NC 27409-9634 Date: September 13, 2002 To: All Installation Contractors From: Amor Camatcho (336) 315-3254 Phone (336) 315-3285 Fax Subject: Page 33HU-0-20 -Addendum to the Installation Manual As an addendum to the installation manual, please note the following: Smoke Alarms: Please verify proper operation on all smoke alarms by performing the following steps: 1. Determine that the power source is connected. 2. Visually check for proper connection to the power source. 3. Manually depress the check button. 4. A"sound" indicates a working smoke alarm. 5. In the absence of a"sound", install a replacement smoke alarm and repeat items 1 thru 4. 6. All switches are to be in the off position when testing the smoke alarm(s). Please call me should you have any questions or comments. Thank you. Sincerely, HBOS Manufacturing, LP Amor Camatcho, P.E. Senior Structural Engineer C:\DOCUME-1\chudson\LOCALS-1\Temp\0-20-Smoke Alarm Testing.doc 11/20/97 , REVERSING THE PANELS FOR OPPOSITE HANDED DOOR (OX to XO or XO to OX) REVERSAL MUST BE DONE BEFORE THE DOOR IS INSTALLED A.MOVABLE PANEL AND OUTER FRAME REVERSAL 1. Open movable panel to full open position, lift up and remove. Also remove the screen door and set it aside. 2. Remove the movable panel sill track assembly with a flat screwdriver. 3.- Remove the two (2) anti-lift clips in the frame head with a flat screwdriver.Use caution as they may pop out with force. 4. Rotate the door frame upside down. The old frame head now becomes the new frame sill. 5. Re-install the movable panel sill track assembly in the new frame sill, making sure shorter snap leg faces the exterior for proper drainage. 6. Re-install the two (2) anti-lift clips in the new frame head with the stepped portion towards the interior. Space the clips aprox.2" from lock jamb clear opening and approx. 4" from the edge of the he extended position. 7. Remove the two(2)tandem roller assemblies from the movable panel and re-install in opposite end of panel. 8. Re-install the movable panel in the door frame in the full open position. The panel is now operational. B.MOVABLE PANEL LOCK HARDWARE REVERSAL 1. With the movable panel in open position, place the lockset in the locked position. 2. Remove the two (2) interior handle mounting screws and set the handle assembly aside. 3.: Holding onto the extended latch hook, remove the two (2) end mounting screws. 4. Snake the latch bolt assembly out of the jamb, rotate it 180 degrees, re-position it into the opening and re-install the two (2) mounting screws. 5. When a keyed lock is used, make sure the keyed cylinder is rotated 180 degrees so that the pins are always at the top (in other words,the key is inserted with the serrated part of the key is facing up).' 6. Re-install the handle set assembly. 7. Re-adjust the lock keeper as necessary. 8. Re-adjust the bottom roller assemblies for proper height and vertical plumb. C ASSEMBL X REVERSAL 1. Remove the snap-in screen track(now at the new frame head)with a flat head screwdriver. 2. Re-install the screen track in the opposite side of the frame (new frame sill). 3. Reverse the screen door latch keeper by rotating it 180 degrees and re-install. 4. Re-install the screen door and adjust the keeper and rollers as necessary. D. FwAL ADJUSTMENTS 1. Make sure all the four (4)weep covers snapped on the front face of the frame head and frame sill are reversed with the weep cover opening facing dmpn. 11/20/97 5. Drive the first fastener.at approximately the center of frame sill. Square and plumb jambs and drive a fastener through each jamb approximately at midpoint. Align frame head and secure with a fastener approximately at midpoint. Note: The fastener must penetrate the stud at least one inch. Keep the moving panel closed and locked during installation. Shim around frame jambs as necessary and drive rest of the fasteners through the holes provided around the perimeter. Caution: Power drivers when used should be adjusted so as not to cause excessive dimpling or fracturing of the mounting flanges and consequently distortion of the door frame. 6. Adjust rollers in moving panel with a Philips head screwdriver either up or down until panel has an even reveal at the lock side frame jamb and/or fixed meeting rail. (When adjusting rollers,lift upon panel so as to take load off the adjusting screw). 7. Shim between wall studs and the door frame behind the lock keeper. Remove the two (2)-98x1/2"PPH screw from the lock keeper and discard. Install the four (4) 10x? '/" PPH screws (provided with the door)into the lock keeper through the door frame. Make sure the lock engages the keeper properly and make necessary adjustments by moving the lock keeper up or down. S. Install screen door and adjust sill roll--:s as necessary. Trim bug strip as necessary. Mount lock keeper on frame jamb and adjust for ease of operation. 9. Seal entire perimeter of the door with a good quality sealant. 10. After the door has been installed,the perimeter of the mounting flange should be covered with siding material.Leave an appropriate gap between the edge of the siding material and the doorframe to allow for sir i-19 expansion and contraction. 11120J97 ' SERIES 1600 VINYL SLIDING GLASS DOOR INSTALLATION INSTRUCTIONS If the door is not installed according to the following instructions, the door may not function properly and all product liability and warranty will be void. Q opening is correct. 1. Check rough opening. Do not install door unless rough Call Size Net Frame Sue Recommended Rough Opening 6'-0"a 6'-4" 711/2"x 7� 1/2" 72"176" 6'=011 6'-8" 711/2"x 791/2" 72"180" 11 8'-0"z 6'-4" 95 112"1751/2" 96 x 76 8'-0"a 6'-8" 9S 112"x 791/2" 96"180" 2. Check roughi open ng width and height at tnr points. There should be no more than 118" variation bettiveen these measurements. See Ilnns� t o gays diagonally.Diagonal Check squareness of rough opening.Measure P :measurement will be same if the opening is square and the variation cannot exceed 3/;". See Illustration 2. ,► A I I I I Illustration 2 Illustration 1 1 a good quality, non-hardening,viater resistant sealant or single puttytaPe(1" 3. Apply g , ( perimeter of the mounting flange. wide x 1/8" thick) to the backside full ) gunnable sealant is used, a minimum V,"bead should be centered over the mounting holes on the interior surface of the mounting flange. Caution:Do not use a sealant that contains solvents, which may chemically attack vinyl. 4, Place door into touch opening and center door in rough opening, malting sure it is square in oaea:ng" Level sill and s'nim i*r:ecessary. L N ca !� W y o' 0 C O •' C1 E y 2 V (� E O a S x�� a �10 t c ca o N a I'r E :2 a ` o vcoo O s $ c`a . ID LM a) Q o 612- r• E abIL -o L L 5 O o yC t�3 CD m C. c E c a"5 a�i c O .� a [� s`� Z U 5 to :3 �'• a r tZx 1 0 o f° o EFL Q L O G V tti O Oa CD o y o m s ycx , 0CL U 4i o cn c c to G� Ln i0 MARLETTE HOMES HERMISTON, OREGON DOUBLE MARRIAGE WALL ` SECUREMENT #8 OR#10 X 4'WOOD SCREW 12'ON CENTER. MAY BE INSTALLED FROM EITHER SIDE OR ONE SIDE. DECKING MARRIAGE LINE FLOOR RIM RAIL FLOOR JOISTS FLOOR JOISTS FLOOR SECUREMENT 3/� 8"X 5"LAG SCREWS 24"O.0 STAGGERED SIDE TO SIDE FULL LENGTH OF FLOOR, THIS IS IN ADDITION TO TOP LAGGING SHIM OR WEDGE ALL GAPS AT LAG LOCATIONS. FILL ALL GAPS WITH SPRAY FOAM. MARRIAGE LINE MARRIAGE WALL ROOFTRU ROOF TRU CEILING SECUREMENT CROSS WALL. (D SECUREMENT 3/8"X 6"LAG SCREWS 15'O.C. STAGGERED SIDE TO SIDE ULL LENGTH OF OPEN ARE #8 OR#10 X 4'WOOD SCREW 12"ON CENTER. 6 SHIM OR WEDGE ALL GAPS AT SCREW LOCATIONS. FILL ALL GAPS WITH SPRAY FOAM. HBOS MANUFACTURING, LP MARRIAGE LINE SECUREMENT JLR 11-7-03 =cn oo ox m ZF o Py z m � m \ � Z Cl) G) m m D r c r' m 0 r 'a z z m n m z o A � C_ r- z C Z 0 Z m c �j x c m \ rn Dv g o O oEj y T o z � � rn X g m O +) Z D m CA r � C m m 51) o d� - — „ D �s / 0 - fa X ®x / - z�' m W Z�� rn m Dmn oo m I ZO v 0 0 Z G) CIO n 0 3 / 12 TRIPLE WIDE STEP BY STEP PROCEDURE MARLETTE HOMES 3/12 TRIPLE WIDE SET UP PROCEDURE AFTER THE HOME HAS BEEN SET UP PER THE SET UP MANUAL, INSTALL THE ROLLED METAL FLASHING IN THE SHIP LOOSE PARTS. CENTERED OVER THE MARRIAGE LINE,SECURED WITH ROOFING FASTNERS 6"ON CENTER.,TOP AND BOTTOM. —FASTENERS STAGGARED 12'ON CENTER ALTERNATING ACROSS THE FASTENERS 6'O.C.AT EDGES. MARRIAGE LINE. ON (}�(lNf METAL LAGS FLASHING nA"OR nBn SF�7u1y 1 INSTALL THEa RULLEU UNDERLAYMENT FROM THE SHIP LOOSE YAKIS. INSERT THE UNDERLAYMENT UNDER THE EXISTING UNDERLAYMENT ON THE CENTER SECTION A MINIMUM OF 6". INSTALL THE UNDERLAYMENT A MIN.OF 6"OVER TOP OF THE UNDER- LAYMENT ON THE"A"&"C"SECTIONS. RUN A 1/4"BEAD OF TAR AT BOTH UNDERLAYMANT JOINTS. SECURE IN PLACE WITH ROOFING FASTENERS 12"ON CENTER TOP AND BOTTOM. l C S IpN INSTALL THE SHINGLES FROM THE SHIP LOOSE PARTS. SECURE THE SHINGLES Willi(4)FASTENERS EACH SHINGLE. A Y. . nAn OR sans R01110 METAL MARRIAGR LINE COVER. "A"OR -- SOON I ' 3 UNDERLAYMENT MARLETTE HOMES by.JR 3112 TRIPLE WIDE CLOSE UP. I date: Sn103 MARLETTE HOMES 3/12 TRIPLE WIDE EAVE CLOSE UP PROCEDURE 1.THE CENTER SECTION OF THE HOME IS 6 1/6"CENTER SECTION EAVE EXTENSION COMPLETED AT THE FACTORY. -_= THE FACIA IS RAN TO THE LOWER ENDS OF THE 20 5/6"EAVE EAVE AND RAN 5 5/8"TOWARDS THE REAR OF THE HOME. CENTER SECTION 14 lr2"EAVE-- THE HOME HAVE THE FACIA 1 2. THE OUTER SECTIONS OF AND SOFFET MATERIAL STOPPED 16"SHORT OF THE TOP FR NT OR REAR 'A" OR"C" SECTION SECTION OF THE ROOF. THIS MATERIAL IS SHIPPED LOOSE. SHIP LOOSE EAVE PARTS FOR 3/12 TRIPLE WIDE A 8'-0"PIECE OF FACIA MATERIAL TRIPLE WIDE — -- 8'-0"PIECE OF SOFFIT MATERIAL 24'-0"OF FLAT BATT. 3/12 TRIPLE WIDE EAVE CLOSE UP PROCEDURES A 5 7/8" FACIA INST>BOTHSIDES OF CENTERTHE FACTORY. BOTTOM SOFFIT MACOMPLETLY FINISHE . CENTER SECTION EAVE COMPLETION B -- - FACIA CUT TO FIT ON SITE. FACIA STOPPED 16" -SHORT FROM THE TOP. �+OR C - SOFFET STOPPED 16" FROM THE TOP. FLAT BATT INSTALLED ON SITE. SOFFIT MATERIAL CUTTO FIT ON SITE. A OR C SECTION EAVE TREATME" MARLETTE HOMES by,, IR 3/12 TRIPLE WIDE EAVE CLOSE UP. _] date: 517103 HINGED ROOF 3/ 12 TRIPLE WIDE 4/ 12 TRIPLE WIDE STEP BY STEP PROCEDURE TRIPLE WIDE 4112 ROOF PITCH AND TRIPLE WIDE 3/12 ROOF PITCH WITH CENTER HINGED TRUSSES. 00 4/12 ROOF PITCH TRIPLE WIDE AND HINGED RAFTER 3/12 ROOF PITCH STEP BY STEP SET UP PROCEDURES: INDEX: PAGE 2, SHIPPING AND CLOSE UP. PAGE 3, HINGED ROOF SET UP DETAILS PAGE 4, EXTERIOR FINISH CLOSE UP DETAILS. PAGE 5, ROOF VENTING. MARLETTE HOMES PAGE 1 OF 5 ate: zrzlro3 TRIPLE WIDE 4/12 ROOF PITCH AND TRIPLE WIDE 3/12 ROOF PITCH WITH HINGED CENTER TRUSSES. RAFTERS IN SET UP POSITION /.RAFTER CAP THAT IS INSTALLED ON SITE. RAFTERS IN SHIPPING POSITION / 1 - SET UP IS A TYPICAL TRIPLE WIDE SET,PER SET UP MANUAL, UP TO THIS POINT. I I TRIPLE WIDE �-. 40'-0"OVER ALL - SEE DETAIL BELOW SEE DETAIL BELOW li SITE SET-UP DETAILS IN-TRANSIT WEATHER PROOFING 1 POLY WRAPPED OVER ROOF AND SIDE POLY,LAST POLY COVER CEILING MAY BE FLAT OR VAULTED. CENTER SECTION MARRIAGE LINE ROOFING A FEW ROWS OF SHINGLES HAVE BEEN LEFT OFF FOR CLOSE UP PURPOSES. AFTER THE CENTER SECTION HAS BEEN RAISED,REMOVE THE 11" PIECE OF DECKING INSTALLED ON TOP OF THE TWO OUTSIDE SECTIONS, THESE WERE INSTALLED AT THE FACTORY FOR TRANSPORTATION PURPOSES ONLY, MAPLE=HOMES REVISED by.JR PAGE 2 OF 5 ate- 5115103 2/21/03 TRIPLE WIDE 4/12 ROOF PITCH AND TRIPLE WIDE 3/12 ROOF PITCH WITH CENTER HINGED TRUSSES. NOTE: O THE ROOF SHEATHING IS SECURED TO THE TOP OF THE CENTER SECTION TRUSS'S WITH(4)SCREWS. RAFTER LEGS IN SHIPPING POSITION REMOVE THESE SHEETS OF SHEATHING AND LAY ON TOP OF THE TWO OUTSIDE SECTIONS UNTILL CENTER SECTION TRUSS'S HAVE BEEN RAISED. REMOVE THE TOP I1"PIECE OF DECKING INSTALLED AT THE FACTORY FOR THIS PORTION TRANSPORTATION OF THEMOISTURE CONTROL. ON BOTH SET RI A OUTSIDE SECTIONS. TYPICAL TRIPLE WIDE SET,PER SET UP MANUAL, UP TO THIS POINT. TRIPLE WIDE 40'-0"OVERALL -- SITE SET-UP DETAILS NO SHEATHING INSTALI Fn AT RAISE THE FIRST SIDE UP TO MATCH THE FACTORY.TO BE INSTALLED THE CENTER OF THE INSTALLED IX3's. AFTER THE HINGED PORTION IS RAISED AND SECURED. (2)1X3 PLATES TOPS CHORD RAISE THE OTHER SIDE FULL LENGTH OF THE ROOF INTO OF ROOF. POSITION. HINGED RAFTER LEG /7 1 (2)1X3 PLATES 1 FULL LENGTH AFTER THE LEG IS PUT UP INTO PO I ION, OF ROOF. \INSTALL(1)010 X 4'WOOD SCREW FROM x3rs1 ASTMEADl�TR EACH LEG,INTO THE RAFTER CENTER CHORD. �AT NN TOP CORD OF TRUSS. (MIN.I-PENITRATION INTO RAFTER CORD.) TH(3)TX16GA.STAPLES. ALTERNATE USE((2)) 131 NAILS EACH LEG. THE FACTORY. MIN.1 1/4'PENI7RATION SECURING FIRST RAFTER LEG IN FINAL POSITION GUftIN_SE_G4NDIESGJNFINALPQSITION 2 -SECURE RAFTER CAPS TO EACH RAFTER END WITH SHEATHING IS INSTALLED AFTER LAGS ARE INSTALLED. (2)#8 X 3'WOOD SCREWS BUTT A FULL SHEET OF DECKING 3/8'X 6'LAG W/WASHER INSTALLED 24'O.C. GOOD FOR UP TO 120 L.B.ROOF LOAD. UP TO THE DECKING ON OUTSIDE INSTALL ONO TO 30 DEGREE ANGLE (ALTERNATE.131 X 2 31V NAILS(3)PER END.) SECTIONS. (MAKE SURE THE ANGLE OF THE LAG WILL HIT RAFTER CAPS IN SHIP LOOSE_^ THE LOWER 2X4 ON THE CENTER SECTION.) DECKING INSTALLED WITH 16 G.A.STAPLES W AT EDGES IT IN THE FIELD. APPRO D JS RUSSES (2)1X3 PLATES FULL LENGTH I I CENTER SECTION OUTSIDE SECTION OF ROOF. SECURING FIRST RAFTER LEG IN FINAL POSITION 13. INSTALL FIE FIRST TOP CAP THREE TRUSSES FROM THE END OF THE HOME (2)M8 X T WOOD SCREWS OR .131 NAILS T LONG INTO EACH RAFTER TOP CORD. q- 0 2X4 2X4 3/8'X 6'LAG W/WASHER INSTALLED 24'o. IN ALL EXPOSED MARRIAGE LINE AREAS. CU Q� GCS' INSTALL ON 0 TO 45 DEGREE ANGLE. o� T ;,�4•s�jp LAGGING THE MARRIAGE LINES TOGETHER. L4. 5 TE MAUET HOMES / DDED AFTER RAll'EF, OP CORDS ARE RAISED. RMED M^ PAGE 3 OF 5 date: FDNVE FRAME WORKCOMPLETION AT END OF P 5 5/15/03 2121/03 TRIPLE WIDE 4112 ROOF PITCH AND TRIPLE WIDE 3/12 ROOF PITCH WITH CENTER HINGED TRUSSES. SRE�DE02X4 - -_ 2X4 CUT IBACK FAR ENOUGH TO ALLOW THEE E END GABLE TO BE INSTALLED. INSTALL GABLE END FRAMING FOR SIDING,SPACED 16"ON CENTER SECURE PRE-BUILT GABLE END KITS,TOP AND BOTTOM WITH #8 X 3' WOOD SCREW OR 16 d SINKER NMI,l(r ON CENTER. SHIP LOOSE EAVE EXTENSIONS THIS 8"EXTENSION IS TO ohs BE CUT TO FIT AT THE vV DVS� S• / tia5\ PEAK AFTER INSTASLLATION. at`'- � l31 (2)#8 X 3"WOOD SCREWS OR.131 NAILS FROM 1X6 , #8 X 3"WOOD SCREW OR INTO SITE INSTALLED .131 NAIL 6"ON CENTER. 2X4's. FIELD INSTALLED. MAUETTE HOMES b)-JR PAGE 3A OF 5 4 date TRIPLE WIDE 4/12 ROOF PITCH AND TRIPLE WIDE 3/12 ROOF PITCH WITH CENTER HINGED TRUSSES. SEQUENCE OF SETUP O @ROOF UNDERLAYMENT 2 SHINGLED RIDGE CAP OVERLAPS PEAKRAFTER CAPS SECURE TO MAIN ROOF TRUSSES @INSTALL WITH(2)#8 X 3"WOOD SCREWS ROOF VENTS. EACH END. 3. COMPLETE EAVES O SITE INSTALLED St TINGLES j PER MANUFACTURERS / O SITE INSTALLED INSTRUCTIONS. / —DECKING ALL DECKING JOINTS STAGGERED MIN.OF 24". RAISE AND SECURE ROOF_ -- - 10. 4 ~_ INSTALL FACIA AND SOFFIT MATERIAL 1. RAISE AND SECURE HINGED ROOF SECTION PER PAGE 3, DETAIL 1 &2. 2. INSTALL RAFTER CAPS PER PAGE 3, DETAIL 3. 3. COMPLETE THE EAVES AT THE END OF CENTER SECTION PER PAGE 3, DETAIL 5. 4. INSTALL FACIA AND SOFFIT MATERIAL, PER THIS PAGE, LOWER DETAIL. 5. INSTALL THE DECKING THAT WAS SHIPPED ON TOP OF THE CENTER SECTION. INSTALL SHIP LOOSE DRIP EDGE AT THIS TIME. 6. CUT HOLES FOR THE REQUIRED ROOF VENTS. ( REQ'D. NUMBER IN SHIP LOOSE.) 7. INSTALL UNDERLAYMENT SO IT WILL LAP OVER THE TOP FROM BOTH SIDES. 8. INSTALL THE SHIP LOOSE SHINGLES, AND VENT CAPS. 9. INSTALL THE ROOF CAP SHINGLE. 10. INSTALL GABLE END FRAMING FOR SIDING, SPACED 16" ON CENTER. SECURE PRE-BUILT GABLE END KITS, TOP AND BOTTOM WITH #8 X 3" WOOD SCREW OR 16 d SINKER NAIL, 16" ON CENTER. INSTALL THE EXTERIOR SIDING. 1- SOFFIT BATT / I\ SOFFIT MATERIAL INSTALLED AT THE FACTORY. 1 T-O"PCS.OF FACIA,CUT TO FIT., EACH OUTSIDE SECTION. INSTALLATION OF THE RAKE DRIP EDGE, MARLETTE HOMES ROOF SHEATHING LAYOUT AND FASTENING, SHINGLES AND FLASHINGS AROUND ROOF REVISED b)r.A PENETRATIONS TO BE SPECIFIED IN THE DOCUMENTS ATTACHED. 5/19/03 PAGE 4 OF 5 ` 2J21/03 TRIPLE WIDE 4/12 ROOF PITCH. TRIPLE WIDE 3/12 ROOF PITCH WITH CENTER HINGED TRUSSES. SITE INSTALLED ATTIC VENTS. SHINGLED RIDGE CAP USE ONE FASTENER AT ATTIC VENT HOLES AT BOTH REAR CUT IN THE DECKING PRIOR CORNERS. TO SHINGLING. CUT EQUALLY SPACED HOLES FULL LENGTH OF THE BACK SIDE OF HOME. HE NUMBER DEPENDS ON THE NUMBER ITE INSTALLED SHINGLE SHIPPED WITH THE HOME PER MANUFACTURERS INSTRUCTIONS. ((4)FASTENERS PER SHINGLE.) �Yy SITE INSTALLED = I l DECKING 6"O.C.AT THE EDGES, 12"O.C.IN THE FIELD. _ = INSTALL THE SHEATHING AND SIDING STAGGER ALL SEAMS 24". ON THE GABLE ENDS OF THE HOME. ` COMPLETE THE SIDING ON THE END WALLS. (G"ON TI IE EDGES,12-IN THE FIELD.) / IMPORTANT PRIOR TO INSTALLING THE ROOF DECKING DOUBLE CHECK FOR ANY PLUMBING VENTS, BATH EXHAUST VENTS,FURNACE,WTR.HTR., OR FIREPLACE VENTS THAT NEED TO BE COMPLETED AND RAN UP THROUGH AND COMPLETED ON THE ROOF. NOTE: IF SHINGLES ARE INSTALLED IN WINDY OR COLD MONTHS,THE SHINGLES SHOULD BE TABBED DOWN. THIS WILL ASSURE THE SHINGLES WILL NOT BLOW OFF BEFORE THE SUN CAN SET THEM. ALL SHINGLES,ROOF CAPS,DRIP RAILS,ATTIC VENT CAPS,ETC.ARE TO BE INSTALLED PER THE DIRECTIONS GIVEN ON EACH BUNDLE OF SHINGLES. SHOULD YOUR APPLICATION NOT BE COVERED ON THE SHINGLE PACKAGE,USE THE DETAILS GIVEN IN THIS PACKET. INSTALLING THE ROOF VENTS SHINGLE COMPLETION LOCATE THE RAFFERS PRIOR TO CUTTING THE HOLE, INSTALL THE UPPER DO NOT CUT INTO THE RAFTER. SHINGLES CUT TO FIT INSTALL ATTIC VENT AROUND THE ROOF CAPS PER ATTACHED SHEET . PAGE KA-5.3 SHINGLE UP HIGH ENOUGH TO COVER ONE HALF OF THE VENT HOLE. ROOF CAPS INSTALLED BE SURE TO CUT OUTAND REMOVE ALL THE AFTER THE SHINGLING IS COMPLETED. DECKING,UNDERLAYMENT AND SHINGLES. INSTALL THE RIDGE CAPS WITH THE COVERED END FACING INTO THE WIND. ATTIC VENTS AND PLUMBING VENTS INSTALLED THE SAME. MAUETTE HOMES LZEVISM rR 5/15/03 PAGE 5 OF 5 `= 2/21/03 HINGED ROOF 4/12 TRIPLE WIDE 5/12 TRIPLE WIDE STEP BY STEP PROCEDURE STEP BY STEP PROCEDURE. TRIPLE WIDE 4/12 & 5/12 ROOF PITCH HINGED ROOF & SITE ADDED CENTER TRUSS MODELS. _ _ _ a00 GOO?L� I I I FPo 0aY I I _ I s GROUNo — �FVFC \ PAGE 2 OF 5 INTRANSIT WEATHER PROOFING, STEP#1, INITIAL SET UP OF DOUBLE WIDE. PAGE 3 OF 5 STEP#2 AND#3; HINGED RAFTER SET UP AND MARRIAGE LINE ROOF LAGGING. PAGE 4 OF 5 STEPS#4 ADDING RAFTER CAPS. PAGE 5 OF 5 STEPS#5, 6, 7 AND#S. ADDING TOP RAFTERS AND FINAL FINISH OF ROOF. MARLETI"E HOMES H NG D&SITE ADDED ITRUSSES. '03 PAGE 1 OF 5 TRIPLE WIDE 4/12 & 5/12 ROOF PITCH. HINGED ROOF AND ADDED CENTER TRUSS MODELS. IN-TRANSIT WEATHER PROOFING THE UPPER SECTION OF THE ROOF HAS THE SHEATHING LOOSE ON TOP WITH ONLY(4)SCREWS HOLDING THEM IN PUKE -REMOVE THE SHEATHING PRIOR TO LIFTING THE ROOF. - -. LOWER PORTION OF ROOF IS POLY WRAPPED OVER THE ROOF SHINGLED UP TO THE HINGED PORTION AND SIDE LAST LOWER PORTION OF ROOF IS OF THE ROOF. UPPER SHINGLES ARE SHINGLED UP TO THE HINGED PORTION INSTALLED ON SITE. OF THE ROOF.UPPER SHINGLES ARE (NOTE#1) INSTALLED ON SfTE (NOTE{1 FFROOF SHEATHING INSTALLED LOWER SECTION OF TRUSS OVER TOP OF TRUSSES. LOWER SECTION OF TRUSS IS SHEATHED AND SHINGLED. (NOTE n) IS SHEATHED AND SHINGLED. CEILING MAY BE FLAT OR VAULTED. POLY WRAPPED OVER ROOF AND SIDE POLY,LAST SECTION"A" SECTION"B" SECTION"C" NOTES: 1. THE LOWER PORTION OF THE ROOF IS SHINGLED AT THE FACTORY. AFTER THE ROOF IS RAISED, AND THE CENTER SECTION TRUSSES ARE INSTALLED,THE DECKING IS COMPLETED,THE UNDERLAYMENT ABOVE IS INSTALLED OVER THE LOWER PIECE OF UNDERLAYMENT. RUN A 1/4"BEAD OF ASPHALT CEMENT BETWEEN UPPER AND LOWER PIECES. LAP BOTH PIECES MIN.OF(". INSTALL THE SHIPPED LOOSE SHINGLES,PER INSTALLATION INSTRUCTIONS ON THE SHINGLE BUNDLES. 2. THE CENTER SECTION OF THE HOME HAS 7/16"OSB SHEATHING INSTALLED OVER TOP OF THE LOWER,CENTER TRUSS FOR WEATHER PROOFING DURING TRANSIT. THE DECKING IS SECURED WITH 7/16-X 1 1/Z7(16 GA STAPLES, 12"ON CENTER IN THE FIELD AND(r ON THE ENDS. [ STEP #1 INITIAL SET UP OF 5/12 ROOF TRIPLE WIDE U9 I % SITE INSTALLED TRUSS CEILING MAY BE C� TRIPLE WIDE FLAT OR VAULTED.� 1• - 40'-0" OVERALL SECTION"A" SECTION"B" SECTION"C" 1. THE INITIAL SET UP OF THE HOME IS THE SAME AS ANY TRIPLE WIDE HOME IS PREPARED FOR SETUP,SILL SEALER INSTALLED,SET TOGETHER, LAGGED TIGHT. 2. THE UPPER PORTION OF THE ROOF IS AS SHOWN IN STEP NO.2- TRIPLE WIDE 4112&5/12 ROOF. REVISED b': rn MARLEM HOMES (SITE COMPLETED MODELS datc- PAGE 2 OF 5 5/15/03 2/21/03 TRIPLE WIDE 4/12 & 5/12 ROOF PITCH. SITE COMPLETED MODELS SECURING TOP OF MARRIAGE LINE TOGETHER RAISING HINGED ROOF SECTIONS RAFTER HINGED DOWN — RAFTER IN UP POSITION. IN TRANSPORT POSITION. 3 STEPf I CEILING MAYBE CEILING MAY BE FLAT OR VAULTED. FLAT OR VAULTED. ` SECTION'A' SECTION"B" SECTION'C' INSTALL 3/8X 6" G SCREWS STEP WITH WASHERS, 4"ON CENTER. 2 STEP INSTALL ON 0 TO 30°ANGLE 3 ' DGE OR SHIM ANY GAPS RAFTER SET UP DETAILS �WE RAFTER DRAWING NOT TO SCALE. t ? 1011H1 E WIDE I RUBS IN SHIPPINGP_OSLTION- -NOTE MAY BE INSTALLED FROM 10 UNWRAP AND CLEAN OFF SHIPPING PLASTIC. EITHER SIDE. N CIEAR-UA J_AREAS._ WEDGE ANY GAPS AT RIDGE BEAM 24"ON CENTER. INSTALL 31M 6"LAG SCREWS. INSTALL ON 0 TO 45 ANGLE WITH WASHERS,24'ON CENTER. RAFTER, SHIM AND FILL ALL GAPS WITH SPRAY FOAM. n REMOVE THE SHEATHING FROM THE TRUSSES. RAFTER, TOP & BOTTOM RAISE THE OP THE ANGLE BRACE, AND TO CLEAR TTHE VERTIHIGH CAL 2X ATOUGHOTHE END OF THE RAFTER. CONNECTIONS. (SECURE THE LEG IN PLACE.) 9�. POSITION THE ANGLE BRACES OVER THE VERTICAL IONG POST AND SECURE IN PLACE. AFTER INSTALLED EYE BALL,OR RUN A STRING LINE TO ASSURE THE RAFTER TOP CORDS ARE AT THE SAME ELEVATION. ADAM THE HEIGHT OF NOMDULE TOP CORDS BY MOVW THE HINGED LEG. 3 4 INSTALL M#8 x X WOOD SCREW.TOE NAILED FROM THE ANGLE BRACE INTO EACH VERTICAL RAFTER END. 47, Y" REVI SED: TRIPLE WIDE 4/12&5112 ROOF. by: ; `' , ?s ''' MARLETTE HOMES s-><s-o3 (SITE COMPLETED MODELS) �`= PAGE :OF t: 2J21103 TRIPLE WIDE 4/12 & 5/12 ROOF PITCH. HINGED ROOF AND ADDED CENTER TRUSS MODELS. MODELS STEP #4 COMPLETE TRUSS INSTALLATION 4 ON CENTER SECTION. SITE INSTALLED SECT1 ON TRUSSES, TlzussEs. AOOEO CE���R RAFTER#1 GABLE END TRUSS 05011 2 �. p0 F PRFA R _ HINGE E�Rpof F - __ ACTORY/NS=��; ;;= FAG�ORY TRUss TA<<Ep — ��� CEILING MAY BE FLAT OR VAULTED. „e„S ^O„S — ,q"S ECT/ON 'eOTIpN ECT/ON OINSTALL ONE CENTER SECTION TRUSS AT EACH END OF THE HOME. THESE NEED TO BE CENTERED ON THE CENTER SECTION OF THE HOME,AND SET DIRECTLY OVER TOP OF THE FACTORY INSTALLED TRUSS. STRING A LINE FROM PEAK TO PEAK ON THESE TWO TRUSSES. NEXT,INSTALL ALL THE REST OF THE TALL TRUSSES,LINING THEM UP TO THE STRING,AND SETTING DIRECTLY OVER TOP OF THE FACTORY INSTALLED TRUSSES. IF THESE TRUSSES ARE LOWER THAN THE HINGED ROOF TRUSSES. SHIM THE CENTER TRUSS TO FIT. 3/6"SHIMS HAVE BEEN SHIPPED LOOSE TO ADJUST THE HEIGHT OF THE TRUSSES. OSECURE ALL CENTER TRUSSES TO THE MAIN UNIT AS SHOWN ON PAGE#5,STEP#5.. OSECURE A 1X3(or 1x6)TO THE TOP OF THE FIRST#1 TRUSS ON EACH END AND RUN DOWN ON APPROX A 45 DEGREE ANGLE TYING TO TWO OR THREE TRUSSS TOWARD THE INSIDE OF THE HOME- SECURE WITH(2)7/16"X 2 1/4"X 16 GA.STAPLES TO EACH RAFTER- SECURE A 1X3(or 1)6)TO THE TOP OF THE FIRST#1 RAFTER AND RUN FULL LENGTH. SECURE WITH(2)7/16"X 21/4"X 16 GA STAPLES TO EACH TRUSS. 1X3 MUST RUN CONTINOUS FROM ONE END TO THE OTHER, SPLICE TOGETHER WItH A MIN.IT PIECE OF 1X3 CENTERED ON THE TWO PIECES BEING SPLICET TOGETHER,SECURED WITH(5)16 GA STAPLES EACH SIDE OF SPLICE (OR OVERLAP THE IX AT LEAST 12".) OIF VENTIL.LATION HAS NOT BEEN PROVIDED BY THE FACTORY,CUT(7)14"X 14"HOLES DOWN BOTH SIDES OF THE CENTER SECTION OFTHE HOME ; (EQUALLY SPACED.) MARLETTE HOMES ���# TRIPLE WIDE 5/12 ROOF PITCH. 9-2-03 XR (SITE COMPLETED MODELS) =1/03 TRIPLE WIDE 4/12 & 5/12 ROOF PITCH. HINGED ROOF AND ADDED CENTER TRUSS MODELS. IF THE SITE INSTALLED TRUSS ARE IN TWO PIECES,SECURE TOGETHER WITH X 3-WOOD SCREWS 24.O.C. STEP #5 SITE INSTALLED TRUSS CENTER THE TOP TRUSS DIRECTLY l/ OVER TOP OF THE MAIN HOME TRUSS AND SECURE WITH#8 X 3"WOOD SCREWS,24"O.C. INSTALL SHIMS AS NEEDED TO ASSURE (MAX.SPACING IS I)'FROM EITHER END.) -----t_- -- _-� THE PROPER HEIGHT OF THE HOME FACTORY INSTALLED TRUSS. SHIM MATERIAL INCLUDED IN SHIP LOOSE FACTORY INSTALLED �__ _ ___________ MATERIAL SECTION-B" SECURING UPPER, CENTER CAP RAFTER TO MAIN CENTER RAFTER "A" / CENTER TRUSS (2)IS X 3- OUTSIDE WOOD SCREWS TRUSS \- EACH SIDE TOP CORD -- OF SPLICE CORD \ �T`)(3)) TO TOP NNECTI SPX 1 B LONG � tOD NAILS SPLICE BLOCK SIDE. SECTION"B' SECTION A OR'C" STEP #6 CEILING MAY BE FLAT OR VAULTED. TRUSS TO TRUSS CONNECTION T"B" MIN.12"DECKING SECURED WITH(3)7/16"X 1 12"X 16 GA.STAPLES,EACH RAFTER. NOTE I STEP #7 STAG ALL DECKING SEAMS A MINIMUM OF 24. SHINGLES ARE INSTALLED PER MFG.S INSTRUCTIONS ON ON THE SHINGLE BUNDLES. -~— --INSTALL THE SHIP LOOSE ROLL OF 15 L9 UNDERIAYMENT OVER LOWER UNDERLAYMENT AMIN OF 6". USE 114"BEAD OF ASPHALT CEMENT AT THIS JOINT. SECTION'A'OR'C' LOWER TRUSS COMPLETION "C" I A NSTATI710N OF-FIM R.AYE DRIP EDOE- ROOF SHF-AT M-10 LAYOLTf AND FASTS NO, 1. INSTALL 7/16"OSB ON UPPER TRUSS,LAPPING THE LOWER TRUSS 12". SHINGLES AND FLASUNGS AROUND ROOF SECURE TO TRUSS WITH 7/18'X i Irr X 10 GA STAPLES,1T O.C.IN THE FIELD,0.O.C.ON ENDS. pE:NLr RATIONS TO HE SPECIFIED IN IIM 2, INSTALL UNDERLAYMENT OVER ROOF SHEATHING,LADING THE UNDERIAYMENT ON LOWER DOCUNCEN T'S ATTACHED. ROOF SECTION. PLAN.LOOR 3 HIPALLOOSE PARTS Will HAINSTL THE ROOF ATTIC AVVEE THE CORRECT NO.OF NTS AS CALLED OUT ON�VENTS DEPEN6ING ON THE MODEL EE PAGE KA-6.3 ACIiED) STEP #8 4. COMPLETE THE SHINGLING,PER THE INSTALLATION INSTRUCTIONS ON 711E BUNDLES OF SHINGLES. IF INSTALLED ON WINDY OR COLD WEATHER IT IS ASVISABLETO TAB �403 711E SHINGLES DOWN. �/ (1 5. COMPLETE THE ROOF BY ADDING THE SHINGLE CAPS /�7 1 DOWN THE LENGTH OF THE RIDGE FACE THE COVERED END TOWARDS THE DIRECTION THE WIND BLOWS. 6. SHOULD THIS HOME NEED ROOF GAS JACKS INSTALLED, AN AC LETTER'WITH INSTRUCTIONS WILL BE INCLUDED. INSTALL THEM PER THE INSTALLATION MANUAL LOCATED IN THE HOME OWNERS MANUAL SECTION„B. IS HOME HAS TO BE INSPECTED AT THE TIME IT IS SET UP. CENTER ROOF.COMPLETION TRIPLE WIDE 4112&5/12 ROOF. �,,,d®s by:JR j MARLETTE HOMES (SITE COMPLETED MODELS) 92OI nR v ate: PAGE 5 OF 5 5/12 ROOF PITCH. HINGED ROOF DORMER COMPLETION ON SITE. SITE COMPLETED PORTION OF DORMER AND ROOF. PORTION OF DORMER TO BE COMPLETED ON SITE. - -- - / FACTORY COMP ETED PORTION OF DO MER FRONT VIEW FACTORY COMPLETED PORTION OF � DORMER AND ROOF. SECURE TRUSSES TO TRUSSES IN MAIN ROOF SITE INSTALLED _ WITH#10 X 3"WOOD SCREWS DORMER KIT. 24"ON CENTER. TRUSSES INSTALLED 16"O.C. OR 24"O.C. / DEPENDING ON ROOF LOAD. FACTORY INSTALLED SHEATHING OVER DORMER. 1 -- � - RAISED PORTION OF HINGED ROOF. HvNGELOCq TON FACTORY COMPLETED PORTION OF ROOF. 1. INSTALL SHIP LOOSE EAVES TO END TRUSS WIT #10 X 3"WOOD SCREWS 8"ON CENTER PRIOR TO INS ALLING THE DORMER SHEATHING. 2. INSTALL THE FACIA TO THE ADD ON EAVES. 3. INSTALL SOFFIT MATERIAL TO BOTTOM OF EAVE. 4. INSTALL SHEATHING OVER THE END TRUSS 5. INSTALL THE DECKING UNDERLAYMENT. 6. INSTALL THE DRIP EDGE ON THE DORMER ROOF RAKE. 7. INSTALL THE ATTIC VENT HOLE.ONE REQUIRED. 8. INSTALL THE SHINGLES, ROOF VENT,AND SHINGLE ROOF CAPS.ROOF MARLETTE HOMES 5112 ROOF. III'' b'- JR DORMER (SITE COMPLETED MODELS) 7 03 OMPLETION HINGED ROOF 4/12 DOUBLE WIDE 5/ 12 DOUBLE WIDE STEP 6Y STEP PROCEDURE DOUBLE WIDE HINGED ROOF SYSTEM. 4/12 AND 5/12 ROOF PITCH. STEP. BY STEP PROCEDURE ��QROOF I , , _ - _ S`.�ECoMp�" — ROpF. COMp`� I I PG�OR _ I I �1IIcl I SFCT�ON Mq„ _ - I — L SECTION 1 I _ I '_ GROUND�EVEC PAGE 2 INTRANSIT WEATHER PROOFING, STEP#1, INITIAL SET UP OF DOUBLE WIDE. PAGE 3 STEP#2 AND#3, HINGED RAFTER SET UP AND MARRIAGE LINE ROOF LAGGING. PAGE 4 STEPS#4 AND#5. ADDING RAFTER CAPS, DECKING AND FINAL FINISH OF ROOF. MARLETTE HOMES DOUBLE WIDE 4N2&5/12 ROOF. PAGE 1 OF 5(HINGED ROOF MODELS) [�b%y.tlR 0/03 DOUBLE WIDE HINGED ROOF SYSTEM 4/12 & 5/12 ROOF PITCH. IN-TRANSIT WEATHER PROOFING POLY WRAPPED OVER ROOF RAFTER THE SIDE POLY IS INSTALLED SHINGLES ARE NOT INSTALLED ON SHINGLES ARE NOT INSTALLED ON HINGED SECTIONS OF THE ROOF. HINGED SECTIONS OF THE ROOF. SHINGLES ARE INSTALLED ON SITE. �\ �� SHINGLES ARE INSTALLED ON SITE. (NOTE#1) (NOTE#1) FACTORY INSTALLED DORMER - (OP1lONAL) LOWER SECTION OF TRUSS LOWER SECTION OF TRUSS IS SHEATHED AND SHINGLED. IS SHEATHED AND SHINGLED. SIDE POLY INSTALLED CEILING MAY BE PRIOR TO INSTALLING FLAT OR VAULTED. THE ROOF POLY. (NOTE#2) NOTES: 1. REMOVE MARRIAGE LINE POLY AND MARRIAGE LINE EDGE OF ROOF POLY PRIOR TO SETTING THE TWO HALVES TOGETHER. THE SHEATHING ON TOP OF THE HINGED SECTION IS HELD IN PLACE WITH(4)SCREWS FOR TRANSPORTATION PURPOSES ONLY REMOVE THE SHEATHING PRIOR TO RAISING THE RAFTERS. 2. AFTER THE HINGED ROOF SECTIONS ARE RAISED,INSTALL THE ROOF CAPS AND INSTALL THE SHEATHING. REFER TO PAGE 3 of 5 AND 4 of 5 FOR INSTRUCTIONS. i STEP #1 � INITIAL SET UP OF 4112 & 5/12 ROOF DOUBLE WIDE 2 �2., SITE SITE INSTALLED INSTALLED FACTORY FACTORY INSTALLED INSTALLED CEILING MAY BE 1 FLAT OR VAULTED. i � II DOUE LE WIDE II - _--- --- 26-8 OVER ALL I - �---- NOTES: I 1. THE INITIAL SET UP OF THE HOME IS THE SAME AS ANY DOUBLE WIDE. HOME IS PREPPED FOR SET UP,SILL SEALER INSTALLED,SET TOGETHER,LAGGED TIGHT. 2. THE UPPER PORTION OF THE ROOF IS AS SHOWN IN STEP NO.2. - DOUBLE WIDE 4112&5112 ROOF. by: JR MARLETTE HOMES (HINGED ROOF MODELS) 5a/s 03 PAGE 2 OF 5 DOUBLE WIDE HINGED ROOF SYSTEM 4/12 & 5/12 ROOF PITCH. TYING TOP OF MARRIAGE LINE TOGETHER NOTE: RAISING HINGED ROOF SECTIONS THE ROOF SHEATHING IS SECURED TO THE TOP OF THE HINGED SECTION TRUSS'S WITH(4)SCREWS. RAFTER IN UP POSITION. REMOVE THESE SHEETS OF SHEATHING AND LAY OF TO THE SIDE UNTILL THE HINGED PORTION HAS BEEN SET INTO PLACE. STEP 2 % I/ RAFTER HINGED DOWN IN TRANSPORT POSITION FACTORY INSTALLED sTEp I CEILING MAY BE DORMER. s l FLAT OR VAULTED. STEP IH � - NWS WTWASHERs24ONc T 2 STEP MAY BE INSTALLED FROM EITHER SIDE 3 INSTALL FROM FLATTO A 30 DEGREE RAFTER SET UP DETAILS NGLE. /f _DMBLEM DETR 1ZS IN SHIPPINGP-QSIIIOLI. NOTE: UNWRAP AND CLEAN OFF SHIPPING PLASTIC. MAY BE INSTALLED FROM EITHER SIDE. IN CLEAR SPAN AREAS. INSTALL 3/8"X 8'LAG SCREWS (IF GAPPED,WEDGE AT EACH LAG LOCATION.) WITH WASHERS,24'O.C. (SHIM,AND FOAM ALL GAPS) _ RAFTER, TOP AND BOTTOM CONNECTIONS. ORENOVE THE SHEATHING FROM THE HINGED PORTION. RAISE THE RAFTER HIGH ENOUGH TO DROP THE ANGLE BRACE, AND TO CLEAR THE VERTICAL 2X AT THE END OF THE RAFTER. _ �3 )POSITION THE ANGLE BRACES OVER THE VERTICAL KING POST AT THE END OF THE RAFTER,AND LET THE RAFTER NO SHEATHING INSTALLED AT DOWN UNTILL ALL THE ANGLE BRACES ARE SUPPORTING THE FACTORY.TO BE INSTALLED AFTER THE HINGED PORTION IS THE ROOF IN THE UP RIGHT POSITION. RAISED AND SECURED, 4 3 AND THE RAFTER CAPS OAFTER THE LEG IS PUT UP INTO POSITION, HAVE BEEN INSTALLED. INSTALL(1)#8 X 3-WOOD SCREW FROM EACH LEG, INTO THE RAFTER CENTER CHORD. (MIN. V PENITRATION INTO RAFTER CORD.) ALTERNATE: USE(2).131 NAILS EACH LEG. MIN. 1 1/4'PENITRATION. DOUBLE WIDE 4/12&5/12 ROOF. �'� b� PAGE 3 OF 5 MARLETTE HOMES (HINGED ROOF MODELS) 5-19-03 2-20-03 DOUBLE WIDE HINGED ROOF SYSTEM 4/12 AND 5112 ROOF PITCH. COMPLETING RAFTER INSTALLATION PREBUL7 RAFTER CAPS. STEP #4 l 1 Top I � _ a RAFTER CAPS SECURE TO MAIN ROOF WITH (2)#8 X 3"WOOD SCREWS EACH SIDE. (ALT.)(3)10 d NAILS OR (3)2 1/2„ 16 GA STAPLES. PLANT INSTALLED EAVE INSTALL THE SHIP LOOSE FACIA N THE EAVES PRIOR TO INSTALLING 4 2 THE DECKING,UNDERLAYMENT AND ` ODRIP EDGE. ADJUST THE LENGTH OF THE 2X3 ROOF CAPS BY CUTTING OFF THE ENDS SO THEY FIT BETWEEN THE TWO HALVES. RAFTER CAP,2X3's OR 2X4's CUT TO FIT OAFT[R THE ROOF IS HINGED UP INTO PLACE INSTALL THE RAFTER CAPS AS SHOWN, / uas INSTALL THE SHEATHING UP TO THE PEAK OF THE ROOF. SECURE 6"AT THE EDGES AND 12" THE THE FIELD WITH 7/16"X 1 1/2"X 16 GA. STAPLES. (2)#8 X 3"WOOD SCREWS (0)FIRST FIRST INSTALL THE DRIP EDGE. FROM ROOF EAVE,INTO EAVE EXTENSION_ NEXT INSTALL THE UNDERLAYMENT, BOTH ENDS. OVER LAP THE PLANT UNDER- _ --- LAYMENT A MIN OF 6". RUN 1/4"BEAD OF TAR BETWEEN STEP #5 THE UPPEER AND LOWER JOINTS. CUT HOLES FOR ROOF VENTS — PRIOR TO SHINGLING. SHINGLED RIDGE CAP OEND ROOF EAVES INSTALLED AT FACTORY. _ ®THE ROOF IS SHINGLED UP TO THE HINGED PORTION OF THE ROOF AT THE FACTORY. INSTALL ALL ROOF AT TH INSTALLATION OF THE RAKE DRIP EDGE, T EI O SN SHINGLING.E ROOF SITFATTM4G LAYOUT AND FASTENING, SHINGLES AND FLASB3NGS AROUND ROOF PENETRATIONS TO BE SPECIFIED IN TITS WRAP ROOF UNDERLAYMENT ATTACITED PAGE KA-53. OVER THE TOP OF ROOF PEAK OVERLAP THE UNDERLAYMENT ON BOTH SIDES A MIN.OF 6". RUN 1/4"BEAD OF GLUE .IMPORTANT: � PRIOR TO INSTALLING THE ROOF DCCKINC DOUBLE CHECK FORANY PLUMBING VENTS BATH EXHAUST VENTS,FURNACE,WTR HTR OR FIREPLACE VENTS THAT NEED TO BE COMPLETEDAND RAN UP THROUGH AND COMPLETED ON THE ROOF. DOUBLE WIDE 4/12&5/12 ROOF. MARLME HOMES (HINGED ROOF MODELS) 5/19/03 y�3 PAGE 4 OF 5 DOUBLE WIDE HINGED ROOF SYSTEM 4/12 & 5112 ROOF PITCH SITE INSTALLED ATTIC VENTS SHINGLED RIDGE CAP USE ONE FASTENER AT ATTIC VENT HOLES AT BOTH REAR CUT IN THE DECKING PRIOR CORNERS. TO SHINGLING. CUT EQUALLY SPACED HOLES FULL LENGTH OF THE BACK SIDE OF HOME. HE NUMBER DEPENDS ON THE NUMBER ,,SITE INSTALLED.SHINGLE SHIPPED WITH THE HOME / PER MANUFACTURERS INSTRUCTIONS.--- /((4)FASTENERS PER SHINGLE.) �+ SITE INSTALLED DECKING ' 6"0.C.AT THE EDGES, 12"O.C.IN THE FIELD. INSTALL THE SHEATHING AND SIDING STAGGER ALL SEAMS 24". ON THE GABLE ENDS OF THE HOME. COMPLETE THE SIDING ON THE END WALLS. (6"ON THE EDGES,12"IN THE FIELD.) PRIOR TO INSTALLING THE ROOF DECKING DOUBLE CHECK FOR ANY PLUMBING VENTS, BATH EXHAUST VENTS,FURNACE,WTR.HTR. OR FIREPLACE VENTS THAT NEED TO BE COMPLETED AND RAN UP THROUGH AND COMPLETED ON THE ROOF. NOTE IF SHINGLES ARE INSTALLED IN WINDY OR COLD MONTHS,THE SHINGLES SHOULD BE TABBED DOWN. THIS WILL ASSURE THE SHINGLES WILL NOT BLOW OFF BEFORE THE SUN CAN SET THEM. ALL SHINGLES,ROOF CAPS,DRIP RAILS,ATTIC VENT CAPS,ETC.ARE TO BE INSTALLED PER THE DIRECTIONS GIVEN ON EACH BUNDLE OF SHINGLES. SHOULD YOUR APPLICATION NOT BE COVERED ON THE SHINGLE PACKAGE,USE THE DETAILS GIVEN IN THIS PACKET. INSTALLING THE ROOF VENTS SHINGLE COMPLETION INSTALL THE UPPER SHINGLES CUT TO FIT LOCATE THE RAFTERS AROUND THE ROOF CAPS PRIOR TO CUTTING THE HOLE, DO NOT CUT INTO THE RAFTER -� INSTALL ATTIC VENT PER ATTACHED SHEET PAGE KA-5.3 ROOF CAPS INSTALLED AFTER THE SHINGLING IS COMPLETED. SHINGLE UP HIGH ENOUGH TO INSTALL THE RIDGE CAPS WITH THE COVER ONE HALF OF THE VENT HOLE. COVERED END FACING INTO THE BE SURE TO CUT OUT AND REMOVE ALL THE WIND. DECKING,UNDERLAYMENT AND SHINGLES. ATTIC VENTS AND PLUMBING VENTS INSTALLED THE SAME. SEE PAGE KA-5.3 ATTACHED FOR DETAILS. SEE PAGE KA-5.3 ATTACHED FOR DETAILS. M ® DOUBLE WIDE 4112&6112 ROOF. b om PAGE 5 OF 5 MARLETTE HOMES 5/19/03 (HINGED ROOF MODELS) 2/21/03 f I t: I • t' 1 I I I I � • _ I • I I • 1 a —I' a • • I I • la a • • • • • M1 ' — . — _ I - � _ is • � _ BLD20090137 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20090137 OWNER: MISNER DARLENE-MISNER, DARL... STATUS:APPLIED P ADDRESS: 19729 47TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: POSTED:6/24/2009 SCREENS:I Select Screen... FUNCTIONS: Select Permit Function... - MOBILE HOME Reviews Add Review 71 Remove Revie7w ]1 Print 711 Close Review ID Description Assigned To Due Date (#) Req? I Done? ASSIGN 2000 C-Building I CYOUNG 7/1/2009 0 Y N ASSIGN 2008 I C-Community Development I BFECHT 7/1/2009 0 Y N ASSIGN http://coaweb2/permittrax/PermitTraxMain/wfPennitConsoleReviews.aspx?COMMENT=... 6/24/2009