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Permit D14-0119 - SEGALE TEMPORARY HOUSING #9 - MANUFACTURED HOME
SEGALE TEMP HOUSING UNIT 09 19407 SOUTHCENTER PKWY D14-0119 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 0222049043 Permit Number: D14-0119 Address: 19407 SOUTHCENTER PKWY Issue Date: 5/13/2014 Permit Expires On: 11/9/2014 Project Name: SEGALE TEMPORARY HOUSING #9 Owner: Name: Address: , , WA, Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA, WA, 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 License No: SEGALPL902CQ Lender: Name: SEGALE PROPERTIES Address: Phone: (206) 575-2000 Phone: (206) 575-2000 Expiration Date: 4/1/2016 DESCRIPTION OF WORK: INSTALL CONCRETE FOOTING, SETUP AND ANCHOR MANUFACTURED HOME, AND INSTALL WOOD ACCESS STAIRS. PROJECT ON HIGHLINE WATER. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER AND STORM DRAINAGE HOOKUPS. Project Valuation: $7,300.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Fees Collected: $712.69 Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 No Permit Center Authorized Signature: Date: " ( 3-- / I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature Print Name: v'e-Ue W Date: -5-43/Z41/Y This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: No additional temporary housing units can be approved until the Developer's Agreement is amended. 9: ***PUBLIC WORKS PERMIT CONDITIONS*** 10: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433-0179. 11: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 12: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 13: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 14: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 18: Applicant shall contact Highline Water District, phone (206)824-0375 to obtain water meter and make arrangements for the water service inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE CITY OF TUKJ _ —A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 19407 Southcenter Parkway Tenant Name: Segale Temporary Housing Unit #9 PROPERTY OWNER Name: Segale Properties LLC Address: 5811 Segale Park Dr C City: Tukwila • State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1837 Email: snelson@segaleproperties.com GENERAL CONTRACTOR INFORMATION Company Name: Segale Properties LLC Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1837 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2015 Tukwila Business License No.: 5413 King Co Assessor's Tax No.: 0222049043 Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self funded Address: City: State: Zip: H:Applications \Forms-Applicataro On Line \2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 UI LDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 5,500 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Install concrete footing, setup and anchor manufactured home and install wood access stairs. Will there be new rack storage? ❑ Yes j.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 845 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 933 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fomu-Applications On Line\2011 Applications\Permit Application Revised - S-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Civil permit application #: PW14-0034 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O ...Tukwila ❑ ... Water District # 125 m ...Water Availability Provided .. Highline Sewer District ..• .Tukwila ❑...Valley View ❑ .. Renton 0 ...Sewer Use Certificate ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): m ...Civil Plans (Maximum Paper Size — 22" Y 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... 1.5 " ❑ ...Temporary Water Meter Size.. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applcations Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 [PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR AUTH A ENT: Signature: Ca-- Date: 04/11/2014 Print Name: Steven R. Nelson Day Telephone: (206) 396-2011 Mailing Address: PO Box 88028 Tukwila WA 98138 City State Zip H:1Applications\Fonms-Applications On Line12011 Applations\Pamit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $1,419.00 D14-0119 Address: 19407 SOUTHCENTER PKWY Apn: 0222049043 $354.75 PUBLIC WORKS $340.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $45.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $45.00 TECHNOLOGY FEE $14.75 TECHNOLOGY FEE R000.322.900.04.00 $14.75 D14-0120 Address: 19407 SOUTHCENTER PKWY Apn: 0222049043 $354.75 PUBLIC WORKS $340.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $45.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $45.00 TECHNOLOGY FEE $14.75 TECHNOLOGY FEE R000.322.900.04.00 $14.75 D14-0121 Address: 19407 SOUTHCENTER PKWY Apn: 0222049043 $354.75 PUBLIC WORKS $340.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $45.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $45.00 TECHNOLOGY FEE $14.75 TECHNOLOGY FEE R000.322.900.04.00 $14.75 D14-0122 Address: 19407 SOUTHCENTER PKWY Apn; 0222049043 $354.75 PUBLIC WORKS $340.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $45.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $45.00 TECHNOLOGY FEE $14.75 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R2116 $14.75 $1,419.00 Date Paid: Tuesday, May 13, 2014 Paid By: SEGALE PROPERTIES Pay Method: CHECK 8056 Printed: Tuesday, May 13, 2014 3:05 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila 1440Address. 19301,,,FRAGER;RD,:S;! A DEVELOPMENT ACCOUNT QUANTITY . • • PAID $347.54 PERMIT FEE R000.322.100.00.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 . . TECHNOLOGY FEE $1.0.40 TECHNOLOGY FEE Address:'1 DEVELOPMENT R000.322.900.04.00 $10.40 . „... PERMIT FEE R000.322.100.00.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 fto $10.40 TECHNOLOGY FEE :'z-1,PWIPAPmNIITW. DEVELOPMENT R000.322.900.04.00 $10.40 $347.54 PERMIT FEE R000.322.100.00.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 014NO FEE. TECHNOLOGY FEE DEVELOPMENT R000.322.900.04.00 $10.40 $347.54 PERMIT FEE R000.322.100.00.00 $207.90 PLAN CHECK FEE R000.345.830.00.00 $135.14 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 rEckigoLoer .FEE $io.40 TECHNOLOGY FEE R000.322.900.04.00 $10.40 $125.50` PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $93.00 Date Paid: Wednesday, April 16, 2014 Paid By: SEGALE PROPERTIES LLC Pay Method: CHECK 2157 Printed: Wednesday, April 16, 2014 9:01 AM 1 of 2 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,958.88 PG14-0054 Address: 19301 FRAGER RD S Apn: 0222049043 $131.78 TECHNOLOGY FEE $6.28 TECHNOLOGY FEE R000.322.900.04.00 $6.28 PG14-0055 Address: 19301 FRAGER RD S Apn: 0222049043 $131.78 PLUMBING $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $93.00 TECHNOLOGY FEE $6.28 TECHNOLOGY FEE R000.322.900.04.00 $6.28 PG14-0056 Address: 19301 FRAGER RD S Apn: 0222049043 $131.78 PLUMBING $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $93.00 TECHNOLOGY FEE $6.28 TECHNOLOGY FEE R000.322.900.04.00 $6.28 PG14-0057 Address: 19301 FRAGER RD S Apn: 0222049043 $131.78 PLUMBING $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $93.00 TECHNOLOGY FEE $6.28 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1818 R000.322.900.04.00 $6.28 $1,958.88 Date Paid: Wednesday, April 16, 2014 Paid By: SEGALE PROPERTIES LLC Pay Method: CHECK 2157 Printed: Wednesday, April 16, 2014 9:01 AM 2 of 2 INSPECTION RECORD Retain a copy with permit b'y_o 9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro Type ofjpspectiog Addr. ss' D -�Il; A r rocr4• -'" Special Instructions: Date Wanted: I {o { , `"1� ( �p.m. : Request Phone No: Approved per applicable codes. Corrections required prior to approval. `COMMENTS: CDC-OG>F ` nt G l 8'r49-1;0N.1 — 4 PQ,NE - lie.�J0.).. 1,2 R q.A.,14, — 0 ?PR !t r ^AA 00-141.p k-}e iNAL.-- OOE' UAA1JCK—AO41r D or: DI_ ,�_,� R NSPECTION FEE REQUIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FAMILY OF )311:ANDS By 410."1., Date 2. /12'rnt Chkd. By Page 1 of 12 Subject tt s s cg. •woPtio4IL 1iwS,441.0 Sheet No. 24(10"` art- is eit3 Date 11" c'e Proj. No, of 7 sh 4.4 ,,gt4f,E4,/:/s0.046 . ; • ' pc an r .241,,&:-.• .,,s4/4.2..g,del / etS iLr'd•S-14- • 4•14...46,e...if . - k-1411c, A k, it*" ii6tit, .. • ... . " • I ! Ail nailing must be completed according to Table 340. ',At.. ) 1 .• ,•-•••; •• cONNEc4011 Table 340 Nafileg Schedule 1. Joist to sill or girder, toenail 6. Soleplate tojoitt or blocking, WOW face mil Sole plate to joist or blocking, at bret4d wall Raids 7. Top plate to etud end nail 8. Stud to sole piste 9. Double studs, face nail to. Doubled top plates, typical Iknai Doubled - Plates, lap splice 11. Bloegflighettimen joists or lOttes 0.10 Plat10t0ail 12. Rim 'act to Phite, toenail 15. Ceilingjoists tO plate, toenail 6. r•fontinticiuS header to stud, toenail NiULOW _344;1 16d at 16" o.c. ..10.0451,• 3-164 per 16" 4-11d, toenail ot 2-16d, obi mil 16d at 24" o.c.. 16d at 16" o.c, 8-16d 3:4d 8d at r e• 34d 4-8d itavailf• yaw tut.g,v &4* ••• S .4A eg gm . .... e .64C • 14' ; • 'I -1 . • ' .• ! --Akt/cf4t-04-1 I 1 • 444 .4)^4.4.1,9 • - j. • -rici;14# •i•-•-'." -.4st, 1' - ' Ait — I I 1 i • i ; I flirfflein. it : I ,!., ,... ,,../.,.0".,.'.'..i.s..,.........c...•..••....j.0. .!.,,. ; •." . ..(.?....I.-t.:-".•!.;,i..•.--..- = ts..:&,,i, • ,.1..?.i,-; •;! .a. .,ii; i.,. - a..,i•• I ,• . .•••.• -...1..,.i. ,•.........i'!! I. . ,1 , ,:#.•k(Liii.iI i ...,..::,, ; ..._/...1,1.A.. i, .t-.,,-.-4...•i k•v 1 T—%.,1,-, ii .•.•.-.---„.-..1;.= .•.--•---.--..,' .Z--4•4;;,1- -.. -,1,1i — .-. .. ... .. . . . -•P&..t.e!17qi 4mf!4e0i44;`i4, L. . 1 1 v/1i1314Pi l. i, ,‘.44:k.t.7.$4, g • , . . c), .i,...../.1-i.:145 4i• ; ! f • i i ! ; . • , ; , , ! N...1. .`";:144'C't • 4 ''41i 14?-, kJ/. I '.*ok......i..... . • ‘ . . . . k .... ; ! I. i ! : . i I IL lb figelt • 'IL. * .., en-- i -1 - •- "i 1 1 '' • •••••• • ; : ! I ;rtir1.40vEritipoLfiAN91E-.---:j: • -"-• - -1" • APPRQVED. : I ; , 1. riWr ONG DV #CEIVli PR47100 r 1 MAN FACTURING t OZ 0 Z THFastener Description: #8x3x 1.5 Pen. INP l�T: Screw #: #8 Ctd p. 1.00 ? ;�" .S^,- �� `41113111 : 3 Main Mein r Thk: 1.5" illrecebn &tooled load a: 0 p (penetration Into main member) (Im): 1.50 in ti (thickness of side member): Main member (steell,spf,sp); Side member (steei,spf ap): Fyb (bending yle(d strength Minimum penetration (6xD.): Dr (threaded dia. of screw) & D(shank): Pentagon Factor (1) cal ted: 11.5. lades Pithunee 3*#tulrertiehts Lmin/D 11.45038 Parallel to Grain= 0.20" or 1/2 spacing between rows Pena, to Grain: Loaded Edge= 0.52" unloaded edge= 0.20" Ko=1+.25(angle/90 1 KD= 2.2 Calculation of Constants: Re=Fem/Fes= 1.000 #8x3x 1.5 Pen. Page 2 of 12 Page CFA-ao Wood Screw Values per 2001 NDS[aosa • By: JWW Date `21 2 4- 1.5 Pam perp 90:000ps1 0.7461n. 0.131 in 1.00 Gyp: 0" Fem = 3364 psi Fes = 3364 Psi 0.1:641n 1.31 RD (Kd)= 2.2 (based on diameter) RI=Lm/Ls=1 tl=d/cos angle tl= 1.50 in k1 = Rc+2R0"2(1RORM2)+it"2Re^3-Ra(9+Rt) _ V.4r, (l+Re) k2=-1 + 2 k3 -1 + 1 +Re) +2Fyb( 1+2 Re)DA2 3 Fem Im^2 2 ( 1 +Re) +2Fyb(2+Re)DA2 Mode's of Failure Values: Zim/ls=0*(Lm or LsXFem orFee)/Rd 300.491b ZIl=K1 DIsFes/Rd= 124.471b Zilim ''*ts*Fem/(Rtl*(1+ R0))= 110.131b Zlils*3*D*ts*Fem/(Rd*((+Re)= 1.10.13Ib ZiV=D*2/Rd*(2FemFyb/(3(1+ReNr(1/2)= 78.371b Loft, = 78, 37`lb. Z*Od*CD* Pen :.. - Mil I6i Factored 2: 78.38632 WITHDRAWAL DESIGN VALUE: W=12850G 2*D= 82.45 ell It=1= 2.00 Pt= 1.50 " W=WPt= 123.67# Wfaotored= 123.674 11.2.2.2 Wood screws shall not be loaded In withdrawal from end grain of wood. 11 A Combined Lateral and Withdrawal Loads: Za=(Wp)Z1(wpsin"2a+zcosA2m- 78.37 Ib t.100 1.100 Re 3 Fetn.102 300.491b OM, eldgrian. ❑Toe nailed ❑ Diaphrarm load 1.5" 1.501n 1-9/15/06 2.2 2.2 2.2 2.2 2.2 CMH ENGINEERING 2001screws.XLS ver. 1.0 page 1 c MANUFACTURING STAPLE 15ga Values per ESR-1539 rektm.8t.12021.tiOn.:-_ST 1F.i ,15ga CD: 1.00 INPUT: LSTARI.E 1.598 I Length: 21/2" i mom er thickness: 1.50 In Mille preen wood surface anddirsotwn of applied wad d: 0 p (penetration into main member) (1m): ti (thickness of side member): Main member (steei,arpf sp): Side member (steel,spf,sp): Fyb (bending yield strength of wood Minimum penetration (6xD): Sy: JWW Date_jam4 CEL-10.02 1.00 in fE. Haute the Main Memnberla adequate) 1.5" 0.4321n. D (Oland dia. of naIlji 0.072 PentratIon Factor p/(1 OD): 1 M staple bending moment= 4.000 RD (Kd)m 22 (based on diameter) Calculation of Constants: f Lm/Ls=fl` 7 Re=Fem/Fes= 1.000 Fem= Fes = Cd4P/j8D = 1.00 k1=-1+ 2(1+R(*) +2Fyb(1+2Re)0"2 = 1.060 3 Fem im^2 k2=-1+ 2(1+Re) +2Fyb(2+Re)D"2 = 1.027 Mode's of Failure Values: Re 3 Fern Is"2 Z.=D*(Lm or Ls)(Fem or Fes)1Rd= 139.421b 209.131b ZZK1Pi$FfR1= 221.661b Z=ts"Fes*D/ Cd*(2"Fet/Fetn+1)) 0 Into aagrian. +Fes'D/K `{1s42/(2"Fes/Fam+1)^2tfs"21(22*Fet/Fern+1)) 0 Toe nailed 4* (Res*D*(2•Fes/Fem+i)))^0. 70.921b Z=k2"Q"°ts"Fept7(Rd*(2+Re) 71.681b Z=0"2/Rd"(2FaniFyb/(3(1+Repr(112). 28.08lb 0 Diaphram load Z 2FemD/Kd*(Ml{FemD(9+Fem e4)4.5 22.52Ib Zgont oa = 22:521b Z*Cd*CD* Penjachrry = 2242 Itit staple kV Factored Z: 45.03222 WITHDRAWAL DESIGN VALU€ W 1380GA(5/2rp"2= 22.72 p11 lt=2/31= 1.67 " pt= 1.00" W=WPt= 22.72# Wired 22.71772 11.2.32 Nails mail not be loaded in withdrawal from end grain of Wood. 11.4 Combined Lateral and Withdrawal Loads.; Z r4VVIAf lr t + i► 45.03 ib. FASS�ER USAGE LATERAL EI AL VAL. uES: ' CA ; 1 I L.15 I 1.25 I 1.33 I 1.6 Normal 45.03 ib 51.8 lb 56.3 Ib 59.9 Ib 72.1 lb Toe Nail 37.381b 43.0 Ib 46.7 Ib 49.71b 513.8 lb End Grain 30.17 Ib 34.7 lb 37.7 Ib 40.1 lb 48.3 Ib Toed/ end 25.04 lb 28.$10 31.3 ib 33.3 Ib 40.1 lb 4260 psi. 4200 psi 100000psi 0.72 MODE Im & is MODE II MODE llim MODE Ws MODE IV MODE, IV m Cale. 6/0606-1, Page3of12 CMH ENGINEERING 2006staples.XLS ver. 1.0 r N6tIONSNI 000 01 t;OZ0 NOf1D$ l�!" :e S3IaL••SRC1 i e '. ' By J wr�/ Dhkd. By t DS Date J ally :.. Date Subject '► r x - h -- / Sib S /mow t..ult.k.�A H..✓•s At Page 4 of 12 Sheet No. Proj. No. .n•....A t . ?-'t� 3... • ._ `. `'3/rs .�4 F b t cski 6 $i" act t I ..../ 2..." ! crt {�7u/y:i4,,:T 1 r • ah a... .. %:.e4PpcARs . ,xf�trr s/;4ar`..,..4. ,�xaa4.; ..,:.!�F4�.,,Y ...;_..:._... _ ; g :o.LG..kii.6 C.AL4...?f.+t-.' !S A '!'YP�s-,�►4 ._ iLaaw a+/srh•t,: si�.y,!4 �?spr. i4 - 6*1±34N!s+1. k4.4/G , s,.-. •Vrr', . tu4ca r* { 3 i 3 l i j 1 ,I,_ ! • • • • I # 1 1 ..I. ii 1 ! 1 i • ! ; 1 of „_ .25 i! • • • i •r ASCE 7-10 Wind Loads MANUFACTURING chapter 28 70 mph design wind speed CMHPressures have been reduced by 80% for ASD design Toad factor "Wind Speed: 90 mph Height above ground level: ❑ hurricane prone regions( '' ,� ,h Exposure Category (6.5.3) C Category (Table 1): % 2 -enclosed "Ultimate wind speed=117mph iportance Factor (I) (table 6-1): I Truss Pitch: 3/12 14.036243 degree slope Max, sidewall ht: 96" Trib Area width>=Ht/3 thus Arhin=ht42/3 Max. EndW afl ht 108" Blocking Ht: 32" Number of box widths: 1 total W ldths. (f): 15 15 Unit Length Li max & Min): 66.4' Unit width Lw ( max & Min): 180" Vert. Roof Proj:. 33" Mean roof ht (h): .154.5" 12.875 Floor Depth: 10" .00256KzKZft dVA2 qz= 9. psf Components and Cladding:Part 1 qh= .04266KzKztitdVA2 qh= 15, psf Gp1= 0.18 -0.18 Internal Pressure Coeffident GCp: 56.4' 180" 32.6" 154.25" Trib Area: (GCP) End Zone Max. 10 -1.40 1.00 96" 21.33'333 -1.28 98 " ht. 1.33334 -12. 0.94 endwall 27 .25. 0.92 Gcp based on e .1 on . slope Pox width 180" 1.80* -0.71. -0.71 w t.• -1.T0 .1.26 -1,:26 where: GC Kz 0.85 MacMac0.85 Kztt= 1 I4z= 0.85 Gr. 0.85 ridge building Interior one -1.10 1,00. -1. ► 0,94 -1.,034 0.94 -1:02 0.92 • 3 roar 42.60 43.18 2.16. -2.10 Gop based on equation .of slope from fig. 6-5 Roof P Trib Area: sq. it. 10 T5 100 Roofs Trlb Area: 1 sq. ft. Interior 10- -0.90 75; 75 100. -ti.70 =L20 3 om -41.6498 500431888 40.09431388 End Zone --23•67118" 17,6785 21.08017 16.8i 8 -21.930 7 6; : 16 ..473 1 tare Sides (2) tourer a -310 -2.65 -a,20 -2.50 Qverhan Sldess(2 t iers (3) �.i 3.1292288. i4,2.39772794 .-35456660 -45.8586.89 $5.egsee9. a: perimeter edge .and corner distahce= 386.ee8689 36 MWFRS Wing Perpendicular to Rides: Envelope Procedure Chpt. 28 Pressures (psi): 1 2 Interior End Zone -1e.18n3008..28,0 098 -13.371129 414107299 -13.971:129 . .25 13..:7 8.39488 20.6748288 -34.1584128 _ 42.397279A -40.15'11168 roof wall wall roof roof Overhang: 18" Page C-12.R.K.C1741$612 BY: , =' , . • 4VVW DATE: 2/18/2014 FOR: 9689: 16" table 6-3 table 26.6-1(.85 for buildings) table 6-4(.85 for buildings) no surounding hills or ridges exterior wall sheathing: 4-16.479936 5 -20.974484 19.17665 8 17.67847: -183081e077 16 80797077 -18m3O614e71 1180797077 -18.035504es 16.53782866 exterior roof sheathing: 1 46..isosoo8 2 28.1667088 3-41.84929928 m 0.85 0.85 14.98176 14.98176 qz=qh qh= L=unit width wall CMH ENGINEERING FOUND13.11a.xlsm7--02 high slope 401.10 30 t 1 End Zone 19.2 19.2 0.0 0.0 18.7 13.3 1 12 1 -12.08 -6.69 Page C.12.R.K.C.17fAfig 612 BY: DATE: 2/1812014 -1143 -9.44 -9.44 -5-64 -4.05 -4.05 psrcosangle End Zone: -28.5 Total Loeds for sheer wells sod *downs.' Location: Pressures 2 -Gcp 1 12.8 12.8 2 0.0 0.0 3 13.0 7.6 4 9.2 3.$ . DIAPHRAGM Load (Of) : 57.48405" 86.36009r1 57.48405 86.3600971 MWFRS End Zone= 8' *Iowan and CRarePet 3' BOO Shear sill plate Off): 108.58098 163.124627 itownts witiciParallol to Mae: 5 3.3 2 -13.0 3 6 -7.0 8.7 -1.6 MWFRS OVERRA UPLIFTS: Interior Zone: -20.8 End Zone: -20.6 TotatLoads for she sr walls and fief/amps: Location: Pressures 2 -Gcp 1 10.34 10.34 2 13.0 7.6 3 8.2 2.8 Side Wails -9.4 -4.0 DIAPH. Load (pif) length of unit: 70.854361 86.6956872 Base Shear silt plate (pip: 117.37273 155-810304 ASCE 7-10 -92Wind Loads chapter 28 70 mph design wind speed 43.03 3 I -8.30 8,18 1 -18.73. 1 -7.64 -3.84 1 -2.01 1 13,56 1 -13.33 1 NOU.O3S d---TivIrgoiwypifFrS: NC r.: Jr• iv: .7 wneriOr Zone: -20.8 5E 6.4 -7.6 11.8 2E -18,7 -13.3 End Zones 2.00 -Gcp 15.58 15.58 18.7 13.3 10.6 5.2 3E -10.6 1 2 -9.1 -3..Z 0 9.86 114.9681092 172.72819.3 qz= qh= 1 -9.4 .4.0 0.85 0.85 14.98178 14.98176 3 CMH ENGINEERING FOUND13.11 a.xism7-02 high slope Page 2 of 2 MANUFA MTURING "Wind Speed: 90 mph 0 hurricane prone regions y>i Category. (Table 1): 12 1portance Factor (I) (table 6-1): `T Truss Pitch: 4/12 1 Max. sidewall ht: 98" Max. Endwail ht: 108" Blocking Ht 57.5" Number of box widths: 1 total Widths (ft): 15 15 Unit Length Li max & Min): 58.3' Unit width LW ( Max 8 Min): 180" Vert. Roof Ptoj: 41.3333" Mean rotif ht (h): 184.167" 15.347222 Floor Depth: 10" ASCE 7-05 Wind Loads Section 6.4.2 Page C-10.R,K.C.17, ®4it)ta B'Y: Alma, DATE: 2/18/2014 Height above ground level: Exposure Category.(6.5.3) C -enclosed 8.434949 degree slope Trib Area width>=Ht/3 thus Amin=ht"2/3 56.3' 180" 38" 181.5" .00258Kzkzu(dV"2I where; fCz= 0.853472 Ovterhang: 16" FOR: 95892 0" Kd= 0.85 table 6-4(..85 for buildings) table 6-3 Kzt- 1 Components and Cladd/ng:Metiiad 2 Kzt 0.853472 qh= .00236K7kzti(dVa21 qh= 15. psi G= 0.85 ridge building Gaff= 0.18 -0.18 Internal Pressure Coefficient GCp: Max. 96" 96 " ht. endwall box width 180" 180" qz= 16, psf 'nib Are 10 FilMRq MM. anall 27 nd Zone 1.00 0. 0:.:g4 0.92 GC interior Zone -1.0 -1.04 -1.04 -1,02 Gcp based on equation.0 'ate from'lig. 3 75 Y..71 -1.r .26 -1.,26 -2.60 _2.16 .16 .10 cp based on equation of slope from g. 6v Roof Pressuis 10 i6 MEM 100 Interior End Zone 3 Corner -d1;819 4288 45.23767301 -35.23767801 perimeter edge-34.2979488 a: P and corner distance= MWFRSWind Perpendicular to Ridge: Method2 wall roof roof wall 1 2 CMH ENGINEERING -16241 g' _2$ 2807848 -13. 749 21.809009 -1 7496 9.25 -134378048 20.7892848 1.0 0.94 O.: 4 0.92 End Zone -23.76788 .0 9 -22.0197 -21.4 626. Overton. $ -2,20 2 -2 -220. corers 3' 410 4.55 -2;65 2.50 Overton .: Ides 2 corner$ 3. 45 88 . -5$.2048 45402245 42004109 -35 802246 -420 04ra9 -38102246 40.3151328 aft 17 7507 164768 6 786 18._ no surounding hills or ridges exterior welt sheathing: 4-18.547258 5 -21.060144 In* or Zone ,19,2649688 =1s. 18.3806.2878 471,1 i917907 11.7606928 1 .8' 663078 r t 078 18.64 ' 8307' exterior roof sheathing: 1 182463966 2 -281eo7.848 3 41.8104288 KZ gz=gh 0.853472222 oh= 0.853472222 wail L unit width 1i roof % wail End Walls FOUNDI4.0,xism7-02 high scope yeLeign 15.04296 15.04296 NOL L 1d9Nl O' 3td OW NCLC 83!V.tS r; +Pre:48 N` • MwPre b Lte(ANG UPLIFTS: Interior Zone: -22.4 End Zone: -28.1 Total Loads for shear 'Wllsandtledowns; Location: P.resultes 2 -Gcp 1 14:4 14.0 2 0.0 0.0 3 13.1 7.7 4 0.8 4.3 DIAPHRAGM Load (plf) : 63.0756" MWFRS End.Zone= 6` Base Shear s111 plate (plf): 119.14847 MWFRS ad trill 110 Ridge:____.. 1 2 4 ►,� ��°� -9.76 4d3 . 4,34 -8.96 -3.54 ASCE 7-05 Wind Loads Section 6.4.2 9.03 14.44 -12.84 -7.42 Page C 10.R.K.C.17 4:948 32 BY: JWW DATE: 2/18/2014 -9.48 -12.01 -6.59 Psrcosangie Psrsin angle End Zone 21.0 21.0 0.0 0.0 18:8 13.4 12.8 7.4 94.863221 sidewall and 178.789417 1E 3.3 -13.1 -8.3 -7.1 6.6 8.7 -7.7 -2.9 -1.7 11.9 MVVF 8 OVERHANG . Interior Zone: -22.4 End Zone: -28.1 Tel Loads for shear wall4 end tfedowgs: Location: Ptessures 2 -Gcp 1 10.38 10.38 2 13.1 7.7 3 8.3 2.9 Side Walla -9.5 -4.1 DIAPH. Load (pif) length of unit: 75.252407 89 9669008 Base Shear sii plate pilj: 121.9608 160 367954 " 63.0786 54.653221 rapeti 6' 2E -18.8 -13.4 End Zones 2.00 -Gcp 16.64 16.64 18.8 13.4 10.7 5.3 3E -10.7 -5.3 4E -42 -3.8. -9.48- -4.06 0 10.48 -4.06 126.157208 189,3064411 6 -9.5 -4.1 -9.5 -4.1 iSZ 1 qz= D.853472222 15.04296 qh= •0.853472222 15.04296 A 3 CMH ENGINEERING FOUND14.0.xism7-02 high slope Page 2 of 2 FASTENER SHEATHING 7/16"X1.5"X16 GA. STAPLES 7/16" (24/16) PS1/PS2 RATED 2 span of OSB 7/16"X1.75"X15 GA. STAPLES 7/16" (24/16) PS1/PS2 RATED 2 span of OSB .131X2.5" 7/16" (24/16) PS1/PS2 RATED 2 span of QSB Page.9 ojr 2 EXTERIOR CLADDING FASTENING CHARTS: ROOF SHEATHING FASTENING SCHEDULE: MAXIMUM FASTENER SPACING (EDGE/FIELD) INCH O.C." LOCATION / NEG. PRESS. OVERHANGS CONFIG ID DIA. A DIA B DIA C DIA D DIA E FASTENER 12 & SHEATHING DESCRIPTION 7/16"X1.5"X16 GA. STAPLES. & 7/16" (24/16) PS1/PS2 .131X2.5". & 7/16" (24/16) PS1/PS2 RATED FRAMING SPACING 16 24 ZONE 1 16.2 PSF 6/12 6/12 ZONE 2 28.3 PSF 6/11 6/7 ZONE 3 41.8 PSF 6/7 5/5 ZONE 2 35.8 PSF 7/16"X1.75"X15 GA. STAPLES. & 7/16" (24/16) PS1/PS2 7/16"X1.75"X15 GA. STAPLES. & 7/16" (24/16) PS1/PS2 7/16"X1.5"X16 GA. STAPLES. & 7/16" (24/16) PS1/PS2 16 24 6/12 6/12 6/12 6/12 6/12 6/10 6/9 6/6 ZONE 3 58.4 PSF 6/12 6/12 5/5 3/3 [SPACING BLOCKED DIA, BOUNDARIES] [4" OC BOUNDARIES] 6/11 6/7 j4"DC BOUNDARIES] 16 6/12 6/12 6/10 6/12 6/7 24 16 24 6/12 6/12 6/12 6/10 6/12 6/10 6/7 6/10 6/7 6/8 6/12 6/8 5/5 6/7 5/5 [4" OC BOUNDARIES] [4" OC BOUNDARIES] 16 24 6/12 6/12 6/11 6/7 6/7 5/5 6/9 6/6 WALL SHEATHING FASTENING SCHEDULE 8 & 9: MAX. SPACING MIN. SHEATHING FRAMING ZONE 4 ZONE 5 WIDTH (INCHES) SPACING 16.5 PSF 21.1 PSF ZONE 4 ZONE 5 16 6/12 6/12 4 " 4 " 16 6/12 I 6/12 16 6/12 I 6/12 4" i 4" 4" ! 4" 5/5 3/3 [4" OC BOUNDARIES] NOTE: A MORE RESTRICTIVEFASTENING MAY BE REQUIRED IF SHEARWALL 1) WIND SPEED: 90 mph -enclosed (Exp. C) 2) 4/12 TO 4/12 MAX. ROOF PITCH. 3) MAX. HOME WIDTH: 15' :(1) 180" units. 4) MAX. ROOF MEAN HEIGHT: 15.4' 5) CORNER ZONE AREA: Z=3' 6) ROOF DECKING FASTENING AT BOUNDARIES EDGES IN BLOCKED DIAPHRAGM AREAS, 7) ALL EDGES MUST BE FASTENERED PER CHART IN BLOCKED DIAPHRAGM AREAS. 8)PANELS MAY BE RAN WITH LONG DIM. IN LINE WITH STUDS. 9)RESERVED 10) N.G. INDICATES SHEATHING IS NOT ADEQUATE FOR USE. 11) SNA - ROOF SHEATHING IS NOT ADEQUATE FOR UPLIFT LOAD USE THICKER OR DECREASE TRUSS SPACING. 12) MINIMUM FASTENER PENETRATION IS REQUIRED AS: .131" NAIL- 1 3/8" ; 16 GA STAPLE- 1" ; 15 GA STAPLE .1 3/8" 14 GA t. FAH Manutactunng Inc. STAPLE- 1 1/2"; .120" NAILS -1 3/8" ef. Cale: #:CSW-10.10. �, C.0.011 I8]-1 Ver.14.1 Date: 02/18/14 APPROVAL # SW-10.10._: C.0.01148]-1 NO11.03dSNl 0131A C1Nv 3016t78IVINRAGM SPAN CHARTS: NOLLD3. IliLsno QZ 0 Z dYI HEATHING/ FASTENING 13 DIA. A 7/16" (24/16) PSI/PS2 RATED ��� eut�ndt/ r M31A3I� NlivTj u " 1.5"X16 GA. STAPLES @ (6"/12") CiNV uO r;ho1 ds: D tai[ C DIA B chords: DIA C chords: DIA D DIA E 7/16" (24/16) PS1/PS2 RATED .131X2.5" @ (6"/12") Detail A 96" SIDEWALL HEIGHT L (ft.) 78 Y (ft.) 78 X (ft.) 0 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X15 GA. STAPLES @ (6"/12") DetaH C 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X15 GA. STAPLES @ (6"/12") Detail D chords: 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X16 GA. STAPLES @ (6"/12") Detail E 78 78 0 78 78 0 78 78 0 78 78 0 Notes: 1) WIND SPEED: 90 mph -enclosed (Exp. C) 2) Max. sidewall height of 96 inches or per table above 3) 4/12 max. roof pitch. 4) L=Max. span without skylights within "x"of shear wails. 5) Y=Max. span with skylight within "x"of sheanwalis. 6) 48" Max. skylight measured parallel. With trusses. 7) Max. Seismic category C: Ss=0.49 Sd1=0.49 Page 10 of 12 L (ft.) I Y (ft.) I x (ft.) 8) Minimum diaphragm width: 180" :(1) 180" units w/ 0" min. overhangs 9) Construction can vary the length of the home as desired to achieve optimum fastening pattem. 10) Allowable sheathing live load table should be checked to verify sheathing spans for gravity. 11) With 1/2" gypsum board (blocked edges) as interior diaphargm material 12) When blocked dipahragm spans are used in chart all panel edge within distance to shearwails as specified must be supported with blocking. 13) Minimum fastener penetration must be maintained per note #12 page SW-20. Ver. 14.1 CMH Manufacturing Inc. Ref. Calc. #:CSW-20.10._.K.C.16:_.[1481-1 Drawn by: JWW Date: 02/18/14 APPROVAL #: SW 20.10 _ K.C.16._,[148j-1 SHEARWALL CONSTRUCTION: S/w ID SHEATHING SIDE 1 FASTENING: SHEATHING SIDE 2 125 1/2" gypsum board (blocked edge:sa nal/ 16 Ga. staples (rrr) Nonstructural panel 298.48 7/16" (24/16) PS1/PS2 RATED 396.06 7/16" (24/16) PS1/PS2 RATED 328.44 7/16" (24/16) PS1/PS2 RATED .131X2.5" 495.88 7/16" (24/16) PS1/PS2 RATED .131X2.5" 656.88 7/16" (24/16) PS1/PS2 RATED .131 X2.5" 781.88 7/16" (24/16) PS1/PS2 RATED .131X2.5" ALLOW GYP SEISMIC WALLS: N STUD SPECIES (SYP): N STUDS are 16" O.C. MAX.?: Y SHEARWALL CONSTRUCTION PLF VALUES: SIDE 1 PLF SIDE 2 PLF S/W ID SEISMIC WIND SEISMIC WIND 125 0 125 0 177.94 127.1 177.94 0 264.04 188.6 264.04 0 355.88 254.2 355.88 0 328.44 234.6 328.44 0 495.88 354.2 495.88 0 656.88 469.2 656.88 0 781.88 469.2 656.88 0 SHEARWALL CONSTRUCTION: FASTENING: 195.16 7/16" (24/16) PS1/PS2 RATED 7✓1e x1.sXc1e GA. STAPLES Nonstructural panel Glue n1e-x1.exis GA. STAPLES Nonstructural panel Glue m x1.rxisGA.srArtss Nonstructural panel Glue Nonstructural panel screws@ (8/12) Nonstructural panel nail/staples (r,r) Nonstructural panel kiM,,.o.mom rn., 1l2" gypsum board (unblocked edges) wrier we."o.owl COMBINED: SEISMIC WIND 0 0 125 0 127.1 177.94 0 188.6 264.04 0 254.2 355.88 0 234.6 328.44 0 354.2 495.88 0 469.2 656.88 125 469.2 781.88 1 2 3 4 5 6 7 8 1 2 4 6 8 NUMBER OF SIW TYPES= Combined ceiling board and roof decking diaphragm design: Diaphragms will defect together since they share structural framing members. Therefore, Toad sharing based on relative stiffness (El) is utilized to determine appropreate ceiling board diaphragm shear capacity: Roof Sheathing (Es): 1.50E+06 Gypsum (Eg): 450000 from GA-235-01b report. Is=lg (relatively 1 is the same size thickness diffrence is relatively small and depth (home width is the same). Therefore: DSVg<= Max(11.0 pif & Eg/(Eg+Es)•DSVt Where DSVt is the combined capacity of both ceiling board and roof diaphargm. Eg/(Eg+Es) : (AG)= 0.23 DSV Ceiling board per test or chart: 110 pif Say DSVga (Allavle Gypsum shear as adjusted by stiffness with roof sheathing); AG*DSVc Unblocked Blocked Unbiocke Blocked therefore adjusted DSVc (wind only) DSVc DSVc DSVga DSVga Unblockei Blocked DIA. A 287.94 379.78 66.4477 87.6415 244.388 357.4215 DIA. B 406.24 547.92 93.7477 126.443 389.988 564.3631 DIA. C 333.86 442.92 77.0446 102.212 300.905 435.1323 DIA. D 333.86 442.92 77.0446 102.212 300.905 435.1323 DIA. E 287.94 379.78 66.4477 87.6415 244.388 357.4215 CSW 20.10._.K.C.16._.[148]-1.0 NOI103dSNl 01314 ONV 3000 01 io3renS CMWw Diaphragm span calculation By: JWW MANUFACgi ,q�t V ASCE 7-05 Date: 2/18/2014 ,t 1103S M3IA tlld� truss heal 6 Version: 14.1 QNi ONV N.e dO ' d30 •Thjtucyti! : _ qj Viji roof prof= 30 roof slope: 4 0 # units 1 ASCE 7-05=90 mph -enclosed exposer c nonend zone end zone seismic hor load: 14.01747 21.03405 dal load: 63.0786 94.65322 0 5.26p1i 7.89pli ❑ shearwalis built separately into both halts. End zone(a)= 6 Min. roof width 180 including overhangs MIN. DISTANCE TO SHEARWALLS FOR A DIAPHRAGM PENETRATION WITHOUT ANY NECESSARY REINFORCEMENT. Xmin = U2 - (2 v / S PXW - a) Xmin = (v)*W*2/w/2 - (v)/(w)*(W-a) Xmin = (v)(a)/w Xmin = Min. distance from the shearwall to the nearest edge of roof opening.(ft) L-Distance between shearwalls(ft) = (v)*W*2 / w v-Allowable shear (pif) S-Sidewall Height(ft) P-Horizontal wind load(psf) W-Width of the diaphragm(ft) a -Roof opening depth parallel to roof trusses(ft) w-Sidewall uiform load=(P)*S / 2 NOTE: The following chart depicts the minimum distance that a given opening can be located from a shearwall. The corresponding diaphragm span is iven when a given opening is located within this minimum distance. max. span..=J78 !Max. spans without skylight within x 'seismic 'wind 'control DSV Imax span DSV Irnax span max sp an ID Based on Tension Cord CHORD Max L 372 48 skylight tenslan max span Amin. 127.1 78 244.3877 78 78 Detail C 4798.9 90,7 78 x-.' 211.6 78 389.9877 78 78 Detail A 4798.9 102.9 78 x-0 ' 159.9 78 300.9046 78 78 Detail C 4798.9 90.7 78 x=0.1 159.9 78 300.9046 78 78 Detail D 4798.9 106.6 78 x=0.' 127.1 78 244.3877 78 78 Detail E 4798.9 115.1 78 x=0.' 192.7 78 357.4215 78 78 Detail C 4798.9 90.7 78 x=0: 312.8 78 547.92 78 78 Detail. A 4798.9 102.9 78 x=0.' 237.8 78 435.1323 78 78 Detail C 4798.9 90.7 78 x=0.' 237.8 78 435.1323 78 78 Detail D 4798.9 106.6 78 x.' 192.7 78 357.4215 78 78 Detail E 4798.9 115.1 78 x=0.' (Allows fc CSW-20.10._ K.C.16 _.[148J-1 Page 12 of 12 MANUFACTURING PRINT DATE: 02/13/2014 Model: 1556S Customer. Rennet Blaine, WA ON FRAME CRAWL (perimeter anchored) FOUNDATION DESIGN FOR: 15' - 0 " 1-SECTION MODULAR 1 STORY- W.O ATTIC Attic without storage where the maximum clear height between joist and rafter is less than 42 inches or req'd Insulation depth exceeds the depth of the bottom chord. PERIMETER ANCHORED SYSTEM- BUILDING 1S SECURED TO FOUNDATION WALLS TO SUPPORT WIND AND SEISMIC FORCES. SIDEWALLS ARE SUPPORTED (PERIMETER BLOCKED) program version: 14 BUILDING CODE INFORMATION: IRC ('06 &' 09) ASCE 7-05 BUILDING SITE INFORMATION: MAXIMUM WIND SPEED & EXPOSURE: MINIMUM SOIL BEARING CAPACITY: MAXIMUM GROUND SNOW(S): SEISMIC DESIGN CATEGORY: DESIGN SPECTRAL RESPONSE (Sos): SEISMIC SOIL SITE CLASS: HOME INFORMATION: UNIT WIDTH: MAX. UNIT LENGTH: ROOF PITCH: DESIGN LOADS: MAX. SIDEWALL HEIGHT: TOTAL MATING WALL RIM JOIST BEAMS: RIM JOIST SPLICES: CHASSIS BEAM: MODEL #: ON FRAME FLOOR PLANT NUMBER: 90 MPH EXPOSURE C-e 1500 40 PSF, C 0.49 D 15'-0"�'!, 56.33 ft. 4/12 to 4/12 40 PSF FL. LL., 7PSF T.C.D.L., 8PSF B.C. D.L., 8PSF FL. DL. &, 10PSF B.C.L.L 96 INCHES (1)2X6#2 HF 6" X 8" MiTeK M20 metal plates each side 12"x10.8plf 1556S 955 This design is the property of CMH Manufacturing and cannot be used without authorization. This design is exclusively for use with new homes built by CMH Manufacturing. Use with homes bush by other companies Is strictly prohibited. FILENAME:955C-10. R.K.C.16.4.14t3(4) Page 1 OF 24 sal q aNV rens MANIMIrgiNSCRiPTION UAAOtiddd NOI1039 �, bid SYd s3la.LsnaNi a �, - .0 NOiF)N!H .; � _18 CE INSTRUCTIONS GENERAL NOTES SOIL CLASSIFICATION (TABLE R405.1) FOUNDATION WALL DESIGN UNBALANCED FOUNDATIONS TABLE L PIER AND FOOTER DESIGN TABLE M KEY PLAN 4 - ON -FRAME CRAWL SPACE REINFORCED PERIMETER WALL - DETAIL D2 FRAME PIERS WITH MORTAR CHASSIS BEAM SUPPORT AT ENDWALLS (POCKET BEAM) CHASSIS BEAM POCKET DETAIL D12 SPECIAL HIGH CAPACITY SHEARWALL HOLD-DOWN DOUBLE MUD SILL CONSTRUCTION OPTION. FLOOR TO SILL PLATE FASTENING - DETAIL E FLOOR TO SILL PLATE FASTENING - DETAIL F FLOOR TO SILL PLATE FASTENING - DETAIL G FLOOR TO SILL PLATE FASTENING - DETAIL H FLOOR TO SILL & SILL TO FOUNDATION SECUREMENT WITH DETAIL H PLATES FLOOR TO SILL & SILL TO FOUNDATION SECUREMENT WITHOUT DETAIL H PLATES Model: 1556S Customer: Bennet program version: 14 Blaine, WA DETAIL PAGE # 1 2 3 4 5 9 TABLE L 10 TABLE M 11 KEY 4 12 D2 13 D8 14 D10 15 D12 16 D18 17 D34 18 E 19 F 20 G 21 H 22 23 24 FILENAME:955C-10.R.K.C.16.4.148(4) Page 2 OF 24 Preface This foundation design manual is dedicated to the ever-growing trend to place homes over basements and permanent foundations. CMH Manufacturing, Inc. has attempted to address the more common installation configurations. These may or may not be the only acceptable designs for basements or permanent foundations. If deviations are made from these details, it is the homeowner's and/or installation contractor's responsibility to obtain proper documentation and engineer's details of construction acceptable to the local authority having jurisdictions. CMH Manufacturing, Inc. will not supply any details other than what is contained in the following design manual. If an alternate design is requested it must be provided by an independent engineer subject to local approval. The owner/contractor is responsible for any additional construction details, permits, inspections and fees associated with these items. Setting a home over a basement or permanent foundation requires special knowledge, experience and equipment to accomplish a safe and proper set. Contractors performing this type of installation must be licensed, bonded and insured to protect all aspects of this type of work. FILENAME:955C-10.R.K.C.16.4.148(4) Page 3 OF 24 NOLL33dSNl 0131d QNb hoo o1 io3rsns Instructions 1. DetegriUsagoil classification, (see table R405.1). S3ihibII Id #ion and anchorage designs are not applicable for the following conditions. In geotechnical evaluation must be performed and foundation must be esfgnedby a: pro eseional engineer in accordance with section 18 05.8 (IBC) for site specific conditions. • Site contains OL, OH or Pt class soils. • Site contains compressible or shifting soils. • Site contains expansive soils per IRC (R403.1.8.1) or per local authority and adopted code. • Site contains soils which do not provide the minimum allowable soil bearing strength as specified per the provided designs. • Foundation walls support unbalanced Toads on opposite sides of building, such as a daylight basement or walk out basement where the building aspect ratio, L/W, exceeds the values specified in Table L. 3. Determine foundation wall height for each wall of foundation. Reference Detail — D2 for wall height. 4. Determine height of backfill for each wall of foundation. Reference Table L when backfill heights along the foundation wall are unbalanced. Reference Detail - D2 for perimeter foundation wall construction. 5. Determine what type of mateline supports will be used. Reference Detail - D3, D4, D5 or D7 for mateline columns and Detail — D14 for cross beams. 6. Determine if type H connector plates will be used around the perimeter of the building. Fastening and anchoring tables have been provided with and without the use of the H connectors. 7. Find the Floor to Sill Plate 8 Sill Plate to Foundation table for site soil classification. 8. Find site wall height and backfill height line and follow this line across. Heights are listed as maximums, therefore any line beneath (greater height) may be utilized for items 10 ,11 & 12 below. 9. If type H connectors will be installed the table labeled With Type H Plate Connectors can be utilized. Note (6) will specify spacing for H plates along sidewalls and Note (7) will specify spacing for H plates along each endwall. 10. Select desired rim to sill connection from line in table (E, F or G for sidewalls and E or G for endwalls). 11. Select desired anchor type (4 or 5) for sill to foundation wall connection and determine anchor spacing for sidewall and endwall under corresponding column. 12. Determine if shearwall foundation hotddowns are required by checking far right column within selected row. See Shearwall Foundation Holddown Detail (Detail D18) for connection requirements . The above process may be repeated as desired for different foundation wall and backfill combinations. FILENAME:955C-10.R.K.C.16.4.148(4) Paae 4 OF 94 General Notes 1. Foundation plans and details developed by CMH Manufacturing, Inc. are provided to our company owned sales centers and wholesale distribution partners. Alternate foundation systems may be used in lieu of these plans provided they are designed by a local professional Engineer or Architect familiar with the local soil and climate conditions, and are approved by the local authority having jurisdiction. 2. All notes stating "in field" or "by owner" are obligations pertaining to owner/contractor. 3. Owner /Contractor shall provide complete foundation, including footing drains, vapor barrier, sill plate, anchor bolts, stair area, slab and footing reinforcement along with damp proofing, waterproofing, backiill, and all finish work per Chapter 4 of IRC or per adopted local building code. 4. Owner/Contractor shall be responsible for performing all work in accordance with previously approved construction details and obtaining all necessary inspections as required by local or state authorities. 5. In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to determine the soil characteristics. This soil test shall be made by an approved testing agency using an approved method. 6. Pier spacing is dimensioned to centerline unless otherwise noted. 7. The foundation dimensions shown are nominal. An increase in module width should be expected due to module expansion, setting tolerances, etc. The foundation contractor should consult with the manufacturer of the modules prior to construction of the foundation to determine the actual width of the home and placement of anchors. 8. All steel support columns shall have protective coating and a load capacity equal to or greater than specified on foundation plan (k=1000 pounds). 9. All foundation construction materials and installation shall be in accordance with all state and local codes. 10. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above or has been sufficiently braced to prevent damage by the backffill. 11. Solid cap block or cement fill required at top courses of all masonry piers or pilasters. 12. The foundation design has been designed to be placed in the seismic zone indicated on the cover of this document. Please note that all CMH structures have been designed for seismic (zone/category) A, B, or C only, unless otherwise noted on floor plan and cover page of these instructions. 13. All piers shall be constructed of 8"x8"x16" concrete masonry units conforming to ASTM C90 with a minimum compressive strength of 700 psi. Masonry foundation walls must be laid in type m or s mortar. When required per tables or details, piers of masonry units shall be laid in type m or s mortar. All dry stack masonry should be surfaced bonded with an approved adhesive product. FILENAME:955C-10.R.K.C.16.4.148(4) Page5OF24 011� grim-i�d� Ng 14. A b' tall be Grade 60 minimum. All splices shall be lapped 24" minimum and splices shall be offset}}3R0" minimummwithin same footer. 15. All cdriLrr PeZg ou}shall be 3000 psi at 28 days. CWAUticidv INNVOMAitbdrawing for specific foundation layout. G r)N!f4 VM ;IO V S 17. GNoncrete rotings shall have a minimum compressive strength pof 2500 psi at 28 days. Concrete foundation walls and other concrete exposed to weather shall have a minimum compressive strength of 3000 psi at 28 days and in moderate andsevere weather areas the concrete shall be air entrained no less than 5 percent and not more than 7 percent.See table R301.2(1) and R402.2 of IRC 18. All exterior footings shall be placed at least 12" below the undisturbed ground surface. All exterior footings shall extend below the frost line or otherwise frost protected in accordance with Sections R403.1.4.1 through R403.1.4.2 of IRC or per adopted local building code. 19. Top of foundation walls shall extend a minimum of 6" above finished adjacent grade. Wood framing members, including wood sheathing, that rest on exterior foundation walls and are less than 8" from exposed earth shall be of naturally durable or preservative -treated wood. Wood floor joist shall not be closer than 18" from exposed ground in under floor space. 20. Contractor shall verify all site conditions and dimensions prior to starting foundation. Notify home manufacturer of any discrepancies immediately. 21. The foundation must be designed and built to local codes and ordinances and must be approved and inspected by local building officials. 22. Access shall be to all under floor spaces. Access shall be a minimum of 18" by 24". If mechanical equipment is installed is this area, please refer to the Mechanical Code for minimum access opening. Through wall access openings shall not be located under an exterior door. 23. Under floor space shall be ventilated with a net area ratio not less than 1 square foot for each 150 square feet of under floor space area placed in accordance with local codes. Ratio may be reduced to 1/1,500 where ground is covered with Class I vapor material. 24. Field installed wiring in basement is subject to local inspection. Basement smoke alarms must be installed at foot of stairs and interconnected with home smoke alarms and tested on site. Smoke alarms must be located, installed, and tested in conformance with local building requirements. 25. Large clear spans along mating wall require a column or pier at each end. See model specific foundation plan for required capacity and additional column requirements. 26. Basement stairs (widths, handrails, clearances, headroom, landings, fire protection, etc.) are the responsibility of the owner/contractor and must be constructed to comply with local building codes. 27. Owner/contractor shall not alter basement stair opening without written approval from CMH Manufacturing, Inc. FILENAME:955C-10.R.K.C.16.4.148(4) Page 6OF24 28. Lighting and receptacles in basement are the responsibility of owner/contractor. 29. Termite protection shall be provided per the building code and local requirements and are responsibility of owner/contractor. 30. Ground snow load is indicated on foundation plans. Snow load must be verified per locality,. . 31. This structure has not been designed to be located within flood hazard locations. When site is located in a flood hazard area as determined by the local authority having jurisdiction or flood hazard maps. The unit shall have lowest floor elevated above the design floor elevation. Foundation and anchorage designs shall be provided by a local engineer in conformance with locally adopted building code and ASCE-24-05. 32. All connection hardware, anchor bolts, straps, hold-downs, washers and fasteners shall be minimum of ASTM A653 Type G185 zinc coated galvanized or stainless when in contact with pressure treated sill plates or other pressure treated lumber. 33. Radon control, when required by a local jurisdiction, shall be provided and installed by others in accordance with appendix F of the IRC. 34. Topographic wind effects have not been considered. Horne has not been designed to be located in areas designated as having local historical data documenting structural damage to buildings caused by wind speed- up at isolated hills, ridges and escarpments. 35. Surface drainage shall be deverted to a storm sewer or other approved collection point. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. 36 A 6-mil-thick polyethylene moisture barrier shall be applied over the porous layer with the basement floor constructed over the polyethylene. 37. Concrete and Masonry Foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of th footing to the finished grade. Masonry walls shall have not less than 3/8" portland cement parging applied to the exterior of the wall. The parging shall be dampproofed in accorance with one of the following. a. Bituminous coating, b. 3 pound per sq. yard of arcylic modified cement, c. 1/8" coat of surface- bonding cement complying with ASTM C887, d. Material permitted for waterproofing per Section R406.2, e. Other approved methods or materials. 38. Concrete and masonry foundation walls that retain earth and enclose interior spaces and floors below grade in areas of high water table or other severe soil -water conditions shall be waterproofed from the top of the footing to the finished grade in accordance with one of the following: a. 2-ply hot -mopped felts, b. 55 pound rolled roofing, c. 6-mil polyvinyl chloride, 6-mil ne, d. 40-mil polymer -modified asphalt., e, 60-mil flexiblecement-based,dfiber- reinforced,ewaterproof coating, g. 60-mil solvent -free liquid -applied synthetic bber. 39. If building is located within a wind bome debris region glazed openings shall be protected from wind borne debris. Wind Borne debris protection is the responsibility of others. 40. When Geotechnical report is required or available, all recommendations shall be followed and geotechnical engineer shall review all foundation plans to verify applicability with recommendations and engineer shall be present on regular basis during site preparation, fill placement and foundation excavation. 41. RESERVED 42.Reserved. FILENAME:955C-10. R. K,C.16.4.148(4) Page 7 OF 24 NO1103dSNt 013W ONV 3000 0113aws SOIL CLASSIFICATION ' TABLE R405.1 ?UdUz •. ddy 11;� •+ I ��13-+. �r"I ? in UNIFIED SOIL tCATION o! AYt4BOL ������ SOIL DESCRIPTION DRAINAGE CHARACTERISTICS' FROST HEAVE POTENTIAL VOL. CHANGE POTENTIAL EXPANSIONb ALLOWABLE SOIL PRESSURE 30 psf LATERAL SOIL LOAD GW Weil -graded gravels, gravel sand mixtures, little or no fines Good Low Low 3000 GP Poorly graded gravel or gravels sand mixtures, little or no fines mod Low Low 3000 SW Well -gam} gravels, gravelly sands, little or no fines Good Low Low 2000 SP Pommy graded sand, or gravelly sands, little or no finesGood Low Low 2000 45p sf LATERAL SOIL LOAD GM Silty gravels, gravel -sand -silt mixtures Good Medium Low 2p00 SM Silty sand, sand -silt mixtures Good Medium Low 2000 GC Clayey gravels, gravel -sand -clay mbduras Medium Medium Low 2000 60 psf LATERAL SOIL LOAD'' SC Clayey sands, sand -day mixture Medium Medium Low 2000 ML Inorganic silts and very find sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity Medium High Low 1500 CL Inorganic clays of Iow to medium plash', gravelly days, sandy days, lean days Medium Medium Medium to Low 1500 CH inorganic days of high plasticity, fat days Poor Medium High 1500 MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Poor High High 1500 •OL SPECIAL low Organic slits and organic slily days of plasticity Poor Medium Medium SPECIAL INSPECTION REQUIRED INSPECTION REQUIRED OL Organic plasticity, clays of medium to high organic silts Unsatisfactory Medium High Pt Peat and other highly organic sons Unsatisfactory Medium High a.. The percolation rate for good drainage is over 4 inches per hour, medium drainage Is 2 inches to 4 inches per hour, and poor is Tess than 2 inches per hour. b. Soils with Iow potential expansion typically have a plasticity index (PI) of 0 to 15, soils with a medium potential expansion have a PI of 10 to 35 and sons with a high potential expansion have PI greater than 20. FILENAME:955C-10.R.K.C.16.4.148(4) PaaeRfF9d . r-m....a. irvvv'*• I. i.11NU t u0 at- uw rtRIMETER FOUNDATION WALL MINIMUM REQUIREMENTS jSelsmlc Seismic Zone: Design] GW, GP, SW, d, SP Soil Class 30 PS (PlainGC, S11A-8C,8 l Class (fig $F) SC, MH, ML.CL, B Inorganic CL 3011 Max. Wall 'eight Maximum Unbalanced Fill 4 Plain Masonry r.so Walls 8' Reinforced Masonry Maio 8' Poured Concrete Wails Masonry r,eo Wails R rdan Masonry Wallsao Poured Concrete Walls °•r Plain Masonry r�o ! Wails 8' Reinforced Masonry Wails" Class 60 P � � 8' Poured Concrete III 1 to 5 feet 5 4 6 in. solid (3) or 8 in. ` 61n. solid (3) or 8 in. - - PC PC 6 in. solid (3) or 8 in. 8 In. - PC PC 1 6 In. solid (3) or 8 in. 10 in.PC Walls PC feet 7 feet 5 6 7 4 6 in. solid (3) or 8 in. 6 in, solid (3) or 8 in. 10 In. 12 in. #4 a 48 in. o.c. #4 0 481n, o.c. #4 48 M, o.c, #5 f 48 in. o.c. PC PC PC PC 8 10 in. 12 In. 10 In. solid (3) #4 0 48 1n. o.c. #4 @ 48 In. o.c. #5 @ 48 in. o.c. #6 ©48 In. o.c. PC PC PC #5 @ 46 in. o.c. 8 10 in. 10 In. solid (3) 12 in. solid (3) - #4 48 in, o.c. #4 © 48 in. o.c: #5 @ 48 in. o.c. '#6 0 40 in. PC: PC #5 48 In. o.c. #6 feet 5 6 7 8 4 6 In. solid (3) or 8 in. 6 in. solid (3) or 8 in. 10 in. 12 in. 10 in. solid (3) #4 © 48 in. o.c. #4 © 48 in. o.c. #4 @ 48 in. o c. #5 48 in. o.c. #5 @ 48 in. o.c. PC. PC PC PC 16041 6 in. soUd (3) or a in. 10 in. 121n. 12 in. solid (3) 12 in. solid (3) #4 48 in. o.c. #4 © 48 in. o.c. #5 481n. o.c. #6 ®48 in. o.c. #6 @ 48 in. o.c. PC PC PC #5 ®41 in. o.c. #6 ©43 in. o.c. 8 ; 12 in. 1 12 In. solid (3) Footnote (4) Footnote (4) o.c. #4 © 48 in. o.c. #4 0 48 in. o.c. #5 0 48 in. o.c. '#6 0 40 In. o.c. '#6 Q 32 In. @ 48 in. o.c. 1 PC PC #6032in o.c. #6 "32 in. o.c. #6018 feet 5 6 7 8 9 6 In. solid (3) or 8 In. 8 in. 10 in. 12 In. 12 in. solid (3) Footnote (4) #4 a 48 in. o.c. #4 @ 48 in. o.c. #4 48 in. o.c. #5 (� 48 in. o.c. #6 @ 48 in. o c. 9r8 © 40 in. o.c. PC i PC PC PC #6@36 in. o.c. f16@35.in. o.c. 6 in. solid (3) or 8 In. 10 in. 12 in. 12 in. solid (3) Footnote (4) Footnote (4) #4 @ 48 in. o.c. #4 48 in. o.c. #4 48 in. o.c. #6 © 48 in. o.c. #6 0 40 In. o.c. #g CO 24 In. o.c. PC PC PC #6035 in. o.c. #6032 in. o.c. #6@251n. o.c. 1 Bin. 12 In. 12 in. solid (3) Footnote (4) Footnote (4) Footnote (4) o.c. #4048in. o.c. #5 0 48 in. o.c. #6 48 in. o.c. '#6 0 40 In. o.c. #8 0 24 In. o.c. #6 016 in. o.c. in. o.c. PC PC #6035 in. o.c.. #6@32 in. o.c. #6 � 1n. o.c. #6Q24 feet 8 9 10 NA NA NA #6 0 48 in. o.c. #6 0 401n. o.c. #6 � 32 in. o.c. #6 0 35in. o.c. #6034 in. o.c. #6 � 27 in. o.c. NA NA NA #6 0 32 in. oc. #6 0 24in. o.c. #6 #6 (016 In. o.c. if8 0 29 In. o.c. in. o.c. #6 0 171n. o.c. NA NA NA #6 0 24 In. o.c. #6 0 16 in. o.c. #6 in. o.c. #6 0 21 In. o.c. #6016 in. o.c. 016 In. o.c. #6 0 13 in. o.c. )glanced backfill height is the difference In height between the exterior finish grade level and the top of the basement slab. *fill shall be placed only. AFTER the home has been anchored to the foundation wall. - All block must conform to ASTM C90 (700 psi rated) and be laid in a running bond of Type M or S mortar with overlapping pattern . !routed hollow masonry units are permitted except where otherwise Indicated. Solid grouted hollow units or solid masonry units. • Wail construction per reinforced units or design required. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the :er of vertical reinforcement shall be at least 5". PC = Plain Concrete (Concrete with less reinforement than minimum for reinforced concrete) All reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the vertical orcement shall be at least 61/16", but not more than 611/16". iformation above has been extracted from the 2009 IRC Tables R404.1.1(1), Tables R404.1.1(2) Tables R404.1.2(3) FILENAME:955C-10.RK.C.16.4.148(4) created with ocifFactory trial version wwW.odffactorv.com Page 9 OF 24 • S31 N NOI10dSNl crew a 3000olio3rens axilmum Aspect Ratio, L/W for Unbalanced Foundations SOIL CLASS *IOZ 0 Z SvW uIxcca Wail 0I.L 3S M31AH! SVd t�J Snuv► UNV u J .1 NO) r il-lsv me II est~ `SJ L Maximum Unbalanced Fill 4 5 6 7 GW, GP, SW, & SP (30 PSF) 4.0 4.0 3.0 1.9 8 feet 4 5 6 7 8 4.0 4.0 3.4 2.1 1.4 GM, GC, SM-SC, & ML (45 PSF) 4.0 3.4 2.0 1.2 9 feet 4 5 6 7 8 9 4.0 4.0 3.8 2.4 1.6 1.1 4.0 3.9 2.3 1.4 1.0 4.0 4.0 2.6 1.6 1.1 0.8 SC, MH, ML-CL, & Inorganic CL (60 PSF) 4.0 2.6 1.5 0.9 4.0 2.9 1.7 1.1 0.7 4.0 3.3 1.9 1.2 0.8 0.6 Instructions: 1 - Determine foundation wall height, unbalanced fill depth, and soil class to determine aspect ratio from table above. 2 - Multiple "W" times aspect ratio. 3 - Result is equal to the maximum allowable building length on the exposed side. Example 1 check sidewall for 26'-8" x 60'-0" home. Basement Wail Height = 8'-0" Unbalanced backfill = 7'-0" Soil Class = SP Aspect Ratio from Table above = 2.1 26.67 x 2.1 = 56'-0" max. allowable length - example fails Try again using 6'-0" max. unbalanced fill with an aspect ratio of 3.4. 26.67 x 3.4 = 90'-8" max. allowable length - example passes Max. allowable backfill is 61-0" Example 2 - check endwaf for 26'-8" x 60'-0" home. Basement Wall Height = 8'-0" Unbalanced backfill = 7'-0" Soil Class = SP Aspect Ratio from Table above = 2.1 60 x 2.1 = 126'-0" max. allowable length - example passes "L" = total overall dimension of the building on the exposed side "IN" = the total overall dimension of the building on the side adjacent to the exposed side Unbalanced Fill Required Rim Joist to Sill Plate Fastening at wall "L". Use a 20 Gauge metal angle clip at 24" o.c. with (5) 8d nails per leg or an approved connector supplying 230 pounds per linear foot capacity. Marlette a Clayton Company UNBALANCED FOUNDATIONS (TABLE L) DATE: 3/27/07 NAGt #: JFILENAME:955G10.R.K.C.16A:148(4) Page 10 OF 24 1 TABLE M • MINIMUM CONCRETE BLOCK PIER AND FOOTER SIZE. 12"x10.8p1f CHASSIS BEAMS SUPPORT SPACING & PIER CONFIGURATION PIER SPACING I 13.2' MAX PIER CONFIG. (S) 26"x26"X9" I I I Chan Key: (Pier Configuration) Min. footer width (inches) x Min. footer length (inches) x Min. footer depth (inches) (S)= Singlestack block. configuration. (Dp Double stack block configuration. (T)= Triple stack block configuration. (DR)=Double stack reinforced & fully grouted configuration. 15' 1 STORY- W.O ATTIC ON FRAME CRAWL (perimeter anchored) With Roof Pitch of 4/12 Min. to 4f12 Max. NOTES: 1 DESIGNED FOR 90 MPH MAX. WIND SPEED. 2 DESIGNED FOR 1500 PSF MIN. ALLOWABLE SOIL BEARING CAPACITY. 3 & ASCE 7-05 & 4 MAX. MATING WALL OPENINGS LISTED IN CHART ASSUME OPENING IN BOTH HALVES. IF ANCHOR 1S TIED TO ONLY ONE COLUMN (ONE HALF) THEN HALF•THE OPENING SIZE CAN BE USED WHEN LOOKING UP VALUE IN TABLE ABOVE. PIERS SUPPORTS REQUIRED AT EACH SIDE OF DOOR OPENINGS AND ALL EXTERIOR WALL OPENINGS GREATER THAN 4'. 5 WHEN PIER CONFIGURATION IS NOT GIVEN IN CHART THE ACTUAL LOADS EXCEED ALL PREDESIGNED PIERS AND A LOCAL ENGINEER MUST DESIGN THE SUPPORTS FOR THE GIVEN LOADS (- UPLIFT/ + GRAVITY LOADS). 6 ALL PIERS OTHER THAN (DRI MAY RF ❑Rv RTAniern Model: 1556S Customer. Bennet FILENAME 955C-10.R.KCt1B6.4.146(4) 4 4 A NO1103dSNI 013Id ONV 3003 of 133rens flOZ 0 (.if/‘C)aop NOLLO3S M@lA3 S3111,S110NIONy Qf UCSTd30 {Ir yr.!rwtyc‘:;m ,' L__-J TYPICAL BEAM POCKET APPLICATION ALTERNATE PILASTER APPUCATION NOTES: 1. SEE GENERAL NOTES SECTION FOR VENTILATION, DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. 'JW1d SVd --A 1-1 U 1-1 SUPPORT UNDER MAIN BEAM TYP. u u l_I u L_I SIDEWALL 4. --A CENEROEOP IENTTNXTERORRDOOORR h KEY PLAN ON -FRAME CRAWL SPACE -1 SECTION NOT TO SCALE SINGLE OR DOUBLE 2x RIM JOIST DECKING MAIN BEAM SUPPORTS SEE DETAILS CROSS SECTION A -A r---1 FINISHED GRADE CONTINUOUS 8' CMU OR POURE CONCRETE FOUNDATION. WALL SEE DETAILS Marlette a Clayton Company KEY PLAN 4 - ON -FRAME / CRAWL SPACE / 1 SECTION DATE: 05/24/07 955C-10.R.K.C.16.4.148(4) Model: 15563 Customer: Bennet PAUL #: Page 12 OF 24 FOR ALTERNATE RIM JOIST TO SILL FASTENING 0000 SEE DETAILS MIN. 2x6 TREATED MUD SILL APPROX. FINISHED GRADE SLOPING AWAY FROM FOUNDATION ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING in ui 111 2x FLOOR JOISTS, 16" O.C. z CONTINUOUS 8" CMU OR POURED FOUNDATION WALL, REINFORCED WITH VERTICAL REBAR. OVERLAP 25" MIN AT SPLICES. CELLS TO BE GROUTED. SIZE AND SPACING PER TABLE FOR GIVEN FOUNDATION WALL HEIGHT, UNBALANCED BACKFILL HEIGHT AND LOCAL SOIL CLASSIFICATION. (SEE NOTE #l6 FOR SEISMIC "0" HORIZONTAL REQUIREMENTS,) FOUNDATION WATERPROOFING, DAMP PROOFING AND/OR DRAINAGE PER LOCAL BUILDING CODE REQUIREMENTS CONTINUOUS CONCRETE FOOTING, REINFORCED WITH (3) j4 REBAR. OVERLAP 25" MIN. AT SPLICES. BARS SHALL BE 3" ABOVE THE BOTTOM OF FOOTING, FOOTING SIZED PER TABLE THIS SHEET Model:1566S Customer Bennet Blaine, WA 1=11=11 11=11:#11= -1I�i1 1 IIILII W PER TABLE REINFORCED PERIMETER FOUNDATION WAI4, BASEMENT OR CRAWL SPACE MAX. 90 MPH WIND SPEED & SEISMIC ZONE C 1_STOR 2x FULL DEPTH BLOCKING, 96' 0.0 1WQ. JOIST BAYS MIN. ENDWALL LOCATIONS ONLY SILL PLATE ANCHOR (TYPE "4" OR "5") (SEE NOTE /1) SIZE AND SPACING PER TABLES GROUT CELL AT EACH ANCHOR TO FOOTING. TOP COURSE TO BE 8x8 BOND BEAM OR POURED CONCRETE WITH (1) 15 BAR OR (2) #4 BARS CONTINUOUS OVERLAPPING 26" MIN. AT SPLICES 3 1/2" MIN. CONCRETE SLAB ON GRADE FOR BASEMENT APPLICATION OR FINISH GRADE AT CRAWL SPACE APPLCATION APPROVED VAPOR RETARDER OVER FINISH GRADE 95 1,0 FOOTER SIZE TABLE MAX. MIN. FOOTER SIZE GROUND WIDTH SNOW W 40 PSF 12 lt DEPTH H Crawl Basement 6" 1 6" NOTES: 1. MUD SILL TO FOUNDATION ANCHORS: TYPE 4:1/2" DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH 2`x2"X1/8" WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB OR MAS MUD SILL ANCHOR INSTALLED PER INSTALLATION INSTRUCTIONS. 2. RIM TO MUD SILL FASTENING AND SILL TO FOUNDATION ANCHOR SPACING SHALL BE THE MINIMUM OF: a) SPACING GIVEN IN APPLICABLE TABLES FOR UNIT CONFIGURATION AND WIND SPEED. b) SPACING GIVEN IN BACKFILL/ SIDEWALL TABLES FOR GIVEN UNIT CONFIGURATION, MAXIMUM BASEMENT WALL HEIGHT, BACKFILL DEPTH, AND LOCAL SOIL CLASSIFICATION, 3. DISTANCE FROM EDGE OF FOOTER TO FACE OF FOUNDATION WALL (P) SHALL NOT BE LESS THAN 2" AND SHALL NOT EXCEED THE TOOTER THICKNESS (H). 4. 1500 PSF MIN. ALLOWABLE SOIL BEARING CAPACITY. 5. FOR SEISMIC ZONES EXCEEDING ZONE C: Marlette e Clayton Company REINFORCED PERIMETER FOUNDATION WALL - DETAIL - D2 DATE: 06/04/07 PAGE #: I955C-10.R.K.C.16.4.148(4) D.",.,... 4 9 n r r► A ' a NO $3! L NOLL03dSNI 013W ONY 3000 011O3t ens fl OZ 0 Z dYW IONS Ntrld a M AS NEEDED $lrifn I r-t�it� HOEV1 JO I:IOTE �r-, ;'•y- OPTIONAL FILLER SEE NOTE 3 NOTES: 1. FOOTINGS MUST BE LEVEL IN AU. DIRECTIONS. PIERS ARE TO BE PLACED CENTERED ON THE FOOTINGSO THAT THE FOOTING PROJECTION FROM THE PIER IS EQUAL FROM SIDE -TO -SIDE AND FRONT-TO-BAO(. PIERS MUST BE LEVEL VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTING. 2. CONCRETE BLOCKS FOR PIERS ARE 8" x 16" x 8" NOMINAL SIZE, HOLLOW CEU. LOAD BEARING CMU's MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE "N". OPEN CELLS ARE ALIGNED VERTICALLY. THE PIER$ SHALL BE LAID IN RUNNING BOND WITH TYPE M OR $ MORTAR OR APPROVED ATERNATE (SEE GENERAL NOTE 12). SINGLE STACKED BLOCKS TO. BE LAID WITH LONG SIDE PERPENDICULAR TO MATE LINE RIM JOISTS. DOUBLE STACKED BLOCK IS LAID WITH EACH LAYER AT A RIGHT ANGLE TO THE PREVIOUS LAYER. THE TOP COURSE OR THE CAP BLOCKS SHAU. BE PERPENDICULAR TO THE MATE LINE RIM JOISTS. 3. CAPBLOCKS SHALL BE 4' SOLID CONCRETE OR MASONRY BLOCK. 2x NOMINAL HARDWOOD OR 1/2" STEEL MAY BE USED A5 A CAP BLOCK IF THE TOP COURSE OF THE PIER IS SOLID MASONRY OR CONCRETE OR IF THE TOP COURSE OF A HOLLOW PIER IS FILLED WITH CONCRETE OR GROUT, OPTIONAL FULLER MATERIAL MAY BE 2x NOMINAL HARDWOOD OR 2' OR 4' NOMINAL SOUR CONCRETE BLOCK. ALL CAPS AND FULLER SHAU. BE OF THE SAME NOMINAL DIMENSIONS AS THE PIERS THEY REST UPON. INDIVIDUAL LENGTHS OF CAP BLOCKS AND FILLER SHALL BE PERPENDICULAR TO THE MATE UNE RIM JOISTS. 4. SHIMS SHALL BE OF HARDWOOD, AT LEAST 3 1/2" WIDE AND 6" LONG AND ARE NOT TO EXCEED ONE INCH IN THICKNESS. SHIMS SHALL BE PERPENDICULAR TO MATE UNE, FITTED AND DRIVEN TIGHT BETWEEN CAP BLOCKS OR FILLER AND MATE UNE.RIM JOISTS. S. MARRIAGE LINE PIERS SHALL. SUPPORT THE MARRIAGE WALL AND COLUMNS WHERE OCCURS PER MODEL SPECIFIC FOUNDATION PLAN. MAIUMUM PIER SPACING PER TABLE "M". 6. SEE GENERAL NOTES FOR DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. 10 0 CAP BLOCK PER NOTE 3 MAIN BEAM PIERS LAID IN MORTAR PER NOTE 2. SINGLE OR DOUBLE STACKED, SIZE AND SPACING REQUIREMENTS PER TABLE "M". CONCRETE FOOTING BELOW FROST LINE AND MIN. 12" BELOW FINISH GRADE. SIZE PER TABLE "M" / � DECKING SINGLE STACKED 2x FLOOR JOISTS, 16" 0.C. MAIN I -BEAM OF FACTORY INSTALLED CHASSIS FRAME VERIFY SIZE BEFORE CONSTRUCTING PIER APPROVED VAPOR RETARDER OVER FINISH GRADE 1.'=111=11 1= —11.-11 P 11.-1 .11 z 0 aT NON-REINFORCED MAIN I -BEAM SUPPORT PIER ON -FRAME CRAWL SPACE ONLY Marlette a Clayton Company ON FRAME PIER - DETAIL - D8 DATE: 06/13/07 955C-10.R.K.C.16.4.1 A8(4) PAGE #: Page 14 OF 24 RIM JOIST TO SW. FASTENING NOT SHOWN FOR CLARITY. SEE DETAILS 2x6 TREATED MUD SILL SILL PLATE ANCHOR (TYPE "4' OR '5') (SEE NOTE #1) NOT SHOWN FOR CLARITY 4xBx 6 BLOCK AT BEAM LOCATION 4x8x16 BLOCK AT BEAM LOCATION CONTINUOUS 8' CMU OR POURED FOUNDATION WALL AND FOOTING, SEE DETAILS ®O MAN I —BEAM AT ENDWALL BEAM POCKET TOP VIEW OF BEAM POCKET 2x TREATED MUD SILL NOTCHED AROUND I —BEAM 2x RIM JOIST MAIN I —BEAM AT ENDWALL BEAM POCKET NOTCH BLOCK TO CREATE BEAM POCKET. GROUT CELLS UNDER BEAM SOUD TO FOOTING ENDWALL 2x RIM JOIST DECKING 2x FLOOR JOLSTS, 16' 0.C. MAN I —BEAM OF FACTORY INSTALLED CHASSIS FRAME RECESSED 4' AND MAIN HEADER RECESSED 10". BEAM MAY REST DIRECTLY ON MASONRY POCKET OR ON PLATE STEEL SHIM UP TO 3/8" THICK. GROUT CELLS SOLID TO FOOTING UNDER BEAM. REFER TO DETAIL 012 FOR ALTERNATE CHASSIS SUPPORT WHEN MAIN I -BEAM AND HEADER IS RECESSED 10'. MAIN I -BEAM FOUNDATION WALL BEAM POCKET AT ENDWALL ON -FRAME BASEMENT OR CRAWL SPACE Marlette a Clayton Company ON FRAME CHASSIS BEAM POCKET - DETAIL - D10 Model:1656S • Customer: Bennat Rlxinw WA DATE: 05/08/07 1955C-10.R.K.C.16.4.148(4) # PAGE : Paco? 15 flF 7d r r FOR AIOL OBal WOIsv F0k1aiMENING SEE DETI3 t 1. O V,�IIII. 6'�1+tL*IIED MUD SILL u::» vttdeid NO 1.O35 MalA3ki fN�and $VJJ r'tp•, ?!O "fl JO id30 • APPROX. FINISHED GRADE SLOPING AWAY FROM FOUNDATION CONTINUOUS 8' CMU OR POURED FOUNDATION WALL AND FOOTING. PER DETAL Vz/A- • TOP VIEW OF BEAM PILASTER L 1=li= If-7I=H=11= =11-11=11 -91 11 II11IIIIIP 11=11= ENDWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING 1 th 8x8x16 BLOCK PILASTER AT BEAM END LOCATIONS MAIN I -BEAM PERIMETER FOUNDATION WALL 2x FLOOR JOISTS, 1s* ac. RECESSED MAIN I —BEAM OF FACTORY INSTALLED CHASSIS FRAME BEAM MAY REST DIRECTLY ON MASONRY OR ON PLATE STEEL SHIM UP TO 3/8' THICK. GROUT CELLS SOLID TO FOOTING UNDER BEAM. 8' x 8' x 16' SINGLE STACKED CMU PILASTER. REINFORCED WITH VERTICAL REBAR. OVERLAP 25' MIN. AT SPLICES. CELLS TO BE GROUTED SOLID TO FOOTING. CAP BLOCK TO BE 4` MIN, APPUUCATION OR FINISH GTE RADE CCRAWI. SPA BASEMENT APPROVED VAPOR RETARDER OVER FINISH GRADE MAIN I -BEAM FOUNDATION WALL PILASTER AT ENDWALL ON -FRAME BASEMENT OR CRAWL SPACE Model: 1556$ Customer Bennet Blaine, WA Marlette a Clayton Company ON FRAME CHASSIS BEAM PILASTER DETAIL - D12 DATE: 05/25/07 1 855C-10.R.K.C.16.4.148(4) PACstS: Page 16 OF 24 NOTES: 1. A SIMPSON MSTCM40 MUST BE SECURED AT EACH CORNER PER PLAN. 2. SIMPSON MSTCM40 SHALL BE FASTENED TO WALL STUD WITH (26) 16d NAILS AND TO FOUNDATION WALL WITH (14) 1/4" x 2 1/4" TITAN SCREWS. 3. SIMPSON MSTCM40 OR STHD14 STRAP MAY BE PLACED ON ENDWALL OR SIDEWALL. MINIMUM EDGE DISTANCE OF TITAN SCREW TO CONCRETE OR MASONRY BLOCK CORNER OF 1 1/2" MUST BE MAINTAINED. 4. SIMPSON MSTCM40 STRAP IS IN ADDITION TO THE REQUIRED ANCHOR BOLTS AND RIM TO MUD SILL FASTENING REQUIREMENTS. 5. SIMPSON STHD14 STRAP (POURED WALLS) MUST BE FASTENED TO WALL STUD WITH (38) .148X 3 1/4" NAILS.) . SIMPSON MSTCM40 STRAP OR STHD14 STRAP IS IN ADDITION TO REQUIRED ANCHOR BOLTS AND RIM TO MUD SLL FASTENING REQUIREMENTS. (SEE HOME FLOOR TO SILL PLATE AND SILL PLATE TO FOUNDATION CHARTS FOR NUMBER OF STRAPS REQUIRED AT EACH HOLD-DOWN LOCATION.) NOTE: STRAP MUST BE POSITIONED A MINIMUM OF 1 1/2" FROM EDGE OF FOUNDATION WALL. HOLD-DOWN STRAP LOCATIONS TYPICAL HOLD-DOWN MAY BE REQUIRED AT FREE END OF SHEARWALL (SEE MODEL FOUNDATION PLAN FOR LOCATIONS.) SHEARWALL FOUNDATION HOLD-DOWN Model:1556S Customer: Bennet Blaine, WA Marlette a Clayton Company SHEARWALL FOUNDATION HOLD- DOWN - DETAIL - D18 DATE: 06/13/07 1 955C-10.R.K.C.16.4.148(4) PAGE #: 6. DESIGN. STRAP CAPACITY: MSTCM40=4250# AND STHD14= 5025# Page 17OF24 ^ ° N01103dSN10131d OW S3 ' 3000 01103r9f S tIOZ OZ arw uz1lUt iddV NOI103S M3I/131:1 NVld SVd d1Sr0NII ( ' H08y1 AO 11d30 �Sr .cr.,t +a� ,LIw: WHEN FASTENING TABLES WITH H PLATES ARE USED SIMPSON L1P4 SHALL BE INSTALLED PER DETAIL H. TO BOTH BOTTOM MUD SILL TO UPPER MUD SILL & TOP MUD SILL TO RIM JOIST. SPACING PER HOME FLOOR TO SILL PLATE & SILL WITH H PLATE TABLES. FASTEN RIM JOIST TO SILL WITH 10D (.148 x 3") CORROSION RESISTANT NAILS. ON CENTER SPACING OF FASTENER TYPE "E" IN TABLES. NOTE. IF SPACING REQUIRES ADDITIONAL TYPE "H" PLATE CONNECTORS, H SEE DETAIL ABOVE AND DETAIL O MIN. 2x6 TREATED MUD SILLS TOP PLATE ONLY MAY BE NOTCHED OR COUNTER SUNK. TO RECEIVE NUTS/ WASHERS. NOTES: FASTEN UPPER TOP PLATE TO BOTTOM PLATE WITH 80 (.131 x 3") NAILS SPACED PER TYPE E FASTENER TYPE SPACING FOR RIM TO SILL ,. , ,...„,., ;4.4„.,....j, „. .••„.,. ii .... -,.. II ''\,-,..., .......... ..... -1,'-, II •,... ..,,, .... „ ,....„...... -,,.ii, .,. ''" it : `. .. ' �'"� . ...... ....... •...„ ...„. 1 `,.,.....„ :,:;,, �i �` <- . ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING 2x FLOOR JOISTS. 16" 0.C. SILL PLATE ANCHOR (TYPE "4") SIZE AND SPACING PER TABLES DOUBLE MUD SILL OPTION 1. MUD SILL TO FOUNDATION ANCHORS: TYPE 4:1/2" DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH 2"x2"x1/8` WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO BOTTOM MUD SILL PLATE. 2. UPPER MUD SILL MUST BE FASTENED TO LOWER MUD SILL WITH .131`X3" NAILS SPACED PER RIM JOIST TO MUD SILL SPACING TABLE FOR TYPE E FASTENERS. 4. WHEN FASTENING TABLES WITH H PLATES ARE USED, SIMPSON LPT4 PLATES MUST BE INSTALLED FROM LOWER MUD SILL TO UPPER MUD SILL AND FROM UPPER MUD SILL TO RIM JOIST PER FASTENING SPACED PER RIM TO MUD SILL SPACING TABLES. Mode* 15568 Customer: Bonnet Blaine. WA • Marlette a Clayton Company DOUBLE MUD SILL FOUNDATION WALL DETAIL - D34 DATE: 06/04/07 1 C-10.R.IaZ.C.4O.0.u48 PAGE #: Page 18 OF 24 4.11 FASTEN RIM JOIST TO SILL WITH 10D (.148 x 3") CORROSION RESISTANT NAILS. ON CENTER SPACING OF FASTENER TYPE "E" IN TABLES. NOTE: IF SPACING REQUIRES ADDITIONAL TYPE "H" PLATE CONNECTORS, SEE DETAIL MIN. 2x6 TREATED MUD SILL ALTERNATE FASTENER; THE FOLLOWING ALTERNATE FASTENERS MAY BE USED WHEN SPACING IN CHART IS MULTIPLIED BY THE FOLLOWING FASTENER MULTIPLIER. 8D (.131 x 3') NAIL = .82 16D (.162 x 3 1/2") NAIL = 1.2 #8 x 3" WOOD SCREW = .78 14 11 11 ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING ',- ►II 11 i 111 11 11 1 1 11 I 11 2x FLOOR JOISTS, 16" O.C. 2x FULL DEPTH BLOCKING 96" O.C., TWO JOIST BAYS MIN. ENDWALL LOCATIONS ONLY SILL PLATE ANCHOR (TYPE "4" OR "5") (SEE NOTE #1) SIZE AND SPACING PER TABLES FLOOR TO SILL PLATE FASTENING -TYPE "E" -ENDWALL OR SIDEWALL NOTES: 1) MUD SILL TO FOUNDATION ANCHORS: TYPE 4:DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB OR MASA MUD SILL ANCHOR INSTALLED PER INSTALLATION INSTRUCTIONS 2) RIM TO MUD SILL FASTENING AND SILL TO FOUNDATION ANCHOR SPACING SHALL BE THE MINIMUM OF: a) SPACING GIVEN IN APPLICABLE TABLES FOR UNIT CONFIGURATION AND WIND SPEED. b) SPACING GIVEN IN BACKFILL/ SIDEWALL TABLES FOR GIVEN UNIT CONFIGURATION, MAXIMUM BASEMENT WALL HEIGHT, BACKFILL DEPTH, AND LOCAL SOIL CLASSIFICATION. Model: 1558S Marlette a Clayton Company FLOOR TO SILL PLATE FASTENING - ENDWALL OR SIDEWALL - DETAIL - E DATE: 04/17/07 1955C-10.R.K.C.16.4.148(4) PAGE #: Q��o i n /"NC n A t 1 • NOI103dSNI 0131d ONV 3000 Oi 103('9fS IOZ0ZdYW um/ d NO1103S M31A31:1 NY1d SVd S3IU19(10Ni 0N`Y ►308V1 dO id30 NO rw:Ys'/A do Riv S 1 1 111 111 n 111 1 11 111 2x12 TREATED MUD SILL REQUIRED SILL PLATE ANCHOR (TYPE "4 OR "5") (SEE NOTE #1) SIZE AND SPACING PER TABLES SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING 2x FLOOR JOISTS AT 16" D.C. NOTE: FOR 24" O.C. JOIST SPACING MULTIPLY REQUIRED FASTENER QUANTITY BY 1.5 FASTEN OVERSIZED MUD SILL TO 16" O.C. FLOOR JOISTS WITH 10D (.148 x 3") CORROSION RESISTANT NAILS. QUANTITY OF FASTENER TYPE "F" IN TABLES. NOTE: IF TABLE QUANTITY REQUIRES ADDITIONAL TYPE "H" PLATE CONNECTORS, SEE DETAIL ALTERNATE FASTENERS: THE FOLLOWING ALTERNATE FASTENERS MAY BE USED WHEN QUANTITY IN TABLE IS MULTIPLED BY THE FOLLOWING FASTENER MULTIPLIER. 8D (.131 x 3') NAIL = 1.21 16D (.162 x 3 1/2") NAIL = .83 #8 x 3' WOOD SCREW = 1.28 NOTE: THIS DETAIL FOR TYPE "F" FASTENING IS APPLICABLE TO SIDEWALL CONNECTIONS ONLY AND CAN NOT BE USED FOR ENDWALLS. SEE FASTENING TYPE "E" OR TYPE "G" FOR ENDWALL APPLICATION. FLOOR TO SILL PLATE FASTENING - TYPE "F" - SIDEWALL ONLY NOTES: 1) MUD SILL TO FOUNDATION ANCHORS: TYPE 4:DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB OR MASA MUD SILL ANCHOR INSTALLED PER INSTALLATION INSTRUCTIONS 2) RIM TO MUD SILL FASTENING AND SILL TO FOUNDATION ANCHOR SPACING SHALL BE THE MINIMUM OF: a) SPACING GIVEN IN APPLICABLE TABLES FOR UNIT CONFIGURATION AND WIND SPEED. b) SPACING GIVEN IN BACKFILL/ SIDEWALL TABLES FOR GIVEN UNIT CONFIGURATION, MAXIMUM BASEMENT WALL HEIGHT, BACKFILL DEPTH, AND LOCAL SOIL CLASSIFICATION. Model:1556S Customer: Bennet Blaine. WA Marlette a Clayton Company FLOOR TO SILL PLATE FASTENING - SIDEWALL ONLY DETAIL - F DATE: 04/17/07 J 955C-10.R.K.C.16.4.148(4) PAGE #: Page 20 OF 24 1 MIN. 2x6 TREATED MUD SILL SILL PLATE ANCHOR (TYPE "4" OR "5") (SEE NOTE #1) SIZE AND SPACING PER TABLES SIDEWALL MIN. 2x6 TREATED MUD SILL REQUIRED WITH DOUBLE SIDEWALL RIM JOIST NOTES: 1) MUD SILL TO FOUNDATION ANCHORS: TYPE 4:DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH WASHERS AND NUTS, BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB OR MASA MUD SILL ANCHOR INSTALLED PER INSTALLATION INSTRUCTIONS 2) RIM TO MUD SILL FASTENING AND SILL TO FOUNDATION ANCHOR SPACING SHALL BE THE MINIMUM OF: a) SPACING GIVEN IN APPLICABLE TABLES FOR UNIT CONFIGURATION AND WIND SPEED. b) SPACING GIVEN IN BACKFILLJ SIDEWALL TABLES FOR GIVEN UNIT CONFIGURATION, MAXIMUM BASEMENT WALL HEIGHT, BACKFILL DEPTH, AND LOCAL SOIL CLASSIFICATION. Model; 1556S unsotner. rennet amine, WA SIDEWALL DETAIL SINGLE OR DOUBLE 2x RIM JOIST ENDWALL DETAIL SIMPSON STRONG —TIE A23 ANGLE FASTENED TO FLOOR JOIST AND MUD SILL WITH (4) 101) (.148 x 1.5") NAILS. (CORROSIONRESISTANT NAIL REQUIRED INTO P,T. MUD SILL) USE (1) OR (2) ANGLES EA. JOIST PER FASTENER TYPE "G" IN TABLES. NOTE: IF SPACING REQUIRES ADDITIONAL TYPE "H" PLATE CONNECTORS, SEE DETAIL 2x FLOOR JOISTS, 16" 0.C. 2x FULL DEPTH BLOCKING 96" 0.C., TWO JOIST BAYS MIN. SIMPSON STRONG —TIE A23 ANGLE FASTENED TO FLOOR JOIST AND MUD SILL WITH (4) 10D (.148 x 1.5") NAILS. (CORROSION RESISTANT FAIL REQUIRED INTO P.T. MUD SILL) 0.C. SPACING PER FASTENER TYPE "G" IN TABLES. NOTE: IF SPACING REQUIRES ADDITIONAL TYPE "H` PLATE CONNECTORS, SEE DETAIL FLOOR TO SILL PLATE FASTENING - TYPE "G"-ENDWALL OR SIDEWALL SIMPSON STRONG —TIE A23' ANGLE Marlette a Clayton Company FLOOR TO SILL PLATE FASTENING - ENDWALL OR SIDEWALL - DETAIL - G DATE: 05/25/07 1955C-10.R.K.C.16.4.148(4) PAGE #: Page 21 OF 24 S31 b 1 NO1133dSN1 0131d ONV 3000 01103rens tag oz ivw U ItCidddV 01103S M3IA38 NV 1d SVd LSflONI ONV NOSV7 d01d30 NOLONIHSVM 30 31V1S SIMPSON STRONG -TIE LPT4 OR TP35 TIE PLATE FASTENED TO RIM JOIST AND MUD SILL WITH (12) BD (.131 x 1.5") NAILS. CORROSION RESISTANT NAILS REQUIRED INTO P.T. MUD SILL. QUANTITY, LOCATION AND O.C. SPACING PER NOTES 6 OR 7 IN TABLES. NOTE: USE OF TIE PLATES IS FOR WIND LOAD ONLY AND MUST BE IN ADDITION TO FASTENING REQUIRED FOR BACKFILL PRESSURE PER DETAILS 4 1/4" 0 0 0 0 0 0 0 ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST 2x FLOOR JOISTS, 16" O.C. 2x FULL DEPTH BLOCKING. 96"O.CTWO JOIST BAYS MIN. ENDWALL LOCATIONS ONLY MIN. 2x6 TREATED MUD SILL SILL PLATE ANCHOR (TYPE "4" OR "5") (SEE NOTE #1) SIZE AND SPACING PER TABLES 5" O 0 0 o 0 O 0 0 O 0 O 0 0 0 0 O 0 0 o 0 O o 0 SIMPSON STRONG -TIE SIMPSON STRONG -TIE "LTP4" TIE PLATE "TP35" TIE PLATE to N) FLOOR TO SILL PLATE FASTENING - TYPE "H" - ENDWALL OR SIDEWALL NOTES: 1) MUD SILL TO FOUNDATION ANCHORS: TYPE 4:DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN. INTO CONCRETE FOUNDATION WALL OR CLOSE CELL CMU WITH WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB OR MASA MUD SILL ANCHOR INSTALLED PER INSTALLATION INSTRUCTIONS 2) RIM TO MUD SILL FASTENING AND SILL TO FOUNDATION ANCHOR SPACING SHALL BE THE MINIMUM OF: a) SPACING GIVEN IN APPLICABLE TABLES FOR UNIT CONFIGURATION AND WIND SPEED. b) SPACING GIVEN IN BACKFILL/ SIDEWALL TABLES FOR GIVEN UNIT CONFIGURATION, MAXIMUM BASEMENT WALL HEIGHT, BACKFILL DEPTH, AND LOCAL SOIL CLASSIFICATION. Model: 1556S Customer. Bennet Blaine, WA Marlette a Clayton Company FLOOR TO SILL PLATE FASTENING - ENDWALL OR SIDEWALL - DETAIL - H DATE: 04/17/07 PAGE #: 955C-10.R.K.C.16.4.148(4). Page 22 OF 24 Home Floor to Sill Plate & Sill Plate to Foundation WITH TYPE H PLATE CONNECTORS (See note 6 & 7) SOIL CLASSES SC, MH, ML-CL AND INORGANIC CL SOILS [Allowable bearing capacity of 1500 psf or less] Unit Width: 15' to 15' Max. Unit Length: 56' Max. Roof Pitch: 4/12 to 4/12 Max. Roof Overhang: 1.5 " Max. Sideman Height: 8 ' Max. Wind Speed 90 MPH Seismic Zone C Foundation Wall" Wall Height 24" 32 " , 40 " 2' 7' 7' 7' 8' 8' 8' 8' 9' 9' 9' 9' 9' 2' NOTES: 1. Fastener Types AB,C & D are not reflected In charts and are available prescriptively per table R404.1(1) In 2006 IRC. 2. See details for additional fastener options. 3. All fastener spacing must start within 12' maximum of each comer or half specified spacing (lesser of two). 4. Type F & G connectors are qty. per 16" oc. Joist spacing. 5. Fastener Type Key: " Type E"- Fasteners toe -nailed through rim joist Into sill plate (Refer to Detail E) "Type F"- Fasteners direct nailed from sift plate Into each floor joist (Applicable et Sldewalls only) (Refer to Detail F) "Type G - Number of Simpson A23 angles fastened to sip plate and each 16" OC. (2x8 min. sill plate) (Refer to Detail G) "Type H - Simpson LPT4 or TP35 plate fastened to rim Joist and mud sill with (12) 8dx1.5'treated nails. (Refer to Detail H) Anchor Types: "Type 4"- la" x10"Anchor Bolt with 2`x2"xi/8" Washer between plate and nut. "Type 5" Simpson MAB 15 (concrete) or MA823 (concrete block) or MASA 6. Fasteners are in addition to (2) Type H tie plates spaced within 6' of comers & 96" oc. elsewhere along sldeweils. (See note 3) 7. Fasteners are /n addition to Type H tie plates spaced at 33" oc. along endwall. a Three options (E,F,& G) for rim to sill fastening end two options (4 & 5) for sill plate to foundation anchorage have been provided in chart. Any combination of rim sill connectors end mud sill anchors maybe used. 9. All connection hardware, anchor bops, straps, hold-downs, washers and fasteners shell be galvanized or stainless when in contact with PT sill plates or other PT lumber. 10. Maximum foundation wall height and maximum unbalanced baddill. Backfill Depth 16" 24 " 32 " 1.8' 4' 5' 6' 4' 5' 6' 7 3' 4' 5' 6' 7' E Model: 1556S Customer: Bennet Blaine, WA MAXIMUM FASTENER SPACING OR FASTENERS PER, JOIST SPACING `'6 ° SIDEWALL FASTENING SPACING' 19.6" o.c. 15.8" o.c. 8.4" o.c. 16,3" o.c. 5.2" o.c. NA NA NA NA 15.8" o.c. 6.7" o.G. 3.4" o.c. NA NA Rim to Sill" END WALL FASTENING Sill to Fnd. Wall Rim to Sill` Sill to Fnd. Wall Fastener T Anchor Spacing pe Anchor Spacing F' G" 4 5 EFastenerTy4 5 1 1 r 72" o.c. 72" o.c. 40" o.c. 492" o.c. 57" o.c. 30" o.c 1 1 72" o.c. 72" o.c. 16" o.c. 194" o.0. 55" o.c. 30" o.c. 2 1 72" O.C. 72" o.c. 8" O.C. 102" o.c. r 50" O.C. 29" O.C. 1 1 72" o.c. 72" o.c. 16" o.c. 200" o.c. 55" o.c. 30" o.c. 2 1 48" o.c. 52" o.c. 5" o.c. 64" o.c. 41" o.c. 26" o,c. 24" O.G. 26" o.C. NA 33" o.c. 24" o.c. 20" 0.c. 13" o.c. 15" o.c. _ NA 19" o.c. _ 13" o.c. 13" o.c. 56" o.c. 60" o.c. 6" o.c. 73" o.c. 44" o.c. 27" o.c. 27" o.c. 30" o.c. 3" o.c. 3r o.c. 27" o.c: 21" o.c. 15" o.c. 17" Q.G. NA 22" o.c. 15" o.c. 15" o.c. 10" o.c. 11" o.c. NA 14" o.c. 10" o.c. 10" o.c. 194" o.c. 55" o,c. 30" o. 72" o.c. 72" o.c, 16" o.c. c. 63" o.c. 69" o.c. 7" o.c. 82" o.c. 46' o.c. 28" o.c. 31" o.c. 34" o.c. 3" o.c, 42" o.c. 31" o.c. 23" o.c. 17" o.c. 19" Q.C. _ NA 24" o.c. 17" O.C. 16" O.C. 11" o.c. 12" o.c. NA 15" o.c. 11" o.c. 11" o.c. 72" o.c. 72" o.a NA 200" o.c. 55".o.c. 30" o.c. # REQ'D S/W HDS SEE D18 /CORNER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 955C-10.R.K.C.16.4.148(4) DnnnA tlfO1.103dSN1 013t3 ONV 3000 0110aecinc I.0? J Z Lbw Home Floor to Sill Plate & Sill Plate to Foundation u.„jaaaWlTHOUT TYPE H PLATE CONNECTORS (See note 6 & 7) NO11.033 M31A3N NV1d St/ 531111$ CLu S ll L-CL AND INORGANIC CL SOILS [Allowable bearing capacity of 1500 psf or less] NO.ON$HSVM 3O 31V I S Unit Width: 15' to 15' Max. Unit Length: 56' Max. Roof Pitch: 4112 to 4/12 Max. Roof Overhang: 1.5 " Max. Sidewall Height: 8 Max. Wind Speed 90 MPH Seismic Zone C Founded Wall Height on Wall" Back611 Depth NOTESz 1. RESERVED 2. See details for additional fastener options. 3. All fastener spacing must start within 12" maximum of each comer or half specified spacing (lesser of two). 4. Type F & G connectors are qty. per 16" oc. Joist spacing. 5. Fastener Type Key:: "Type E"- Fasteners toe -nailed through rim Joist into sill plate (Refer to Detail E) "Type F"- Fasteners direct nailed from sill plate into each floor Joist (Applicable at Sidewalk only) (Refer to Detail F) Type G"- Number of Simpson A23 angles fastened to sill plate and each 16" OC. (2x8 min. sill plate) (Refer to Detail G) 'Type H"- Simpson LPT4 or TP35 plate fastened to rim joist and mud sill with (12) 8dx1, 5" treated nails. (Refer to Detail H) Anchor Types: Type 4"- 1/2"x10"Anchor Bolt with 2"x2"xl/8" Washer between plate end nut. Type 5"- Simpson MAB16 (concrete) or MAB23 (concrete block) or MASA 6. Fasteners reflected In chart do NOT require "H type" connector plates to be installed along sidewall. 7. Fasteners reflected In chart do NOT require "H type" connector plates to be installed along endue//. 8. Three options (E,F,& G) for rim to sill fastening and two options (4 & 5) for sill plate to foundation anchorage have been provided /n chart. Any combinetion of rim sill connectors and mud sill anchors maybe used. 9. All connection hardware, anchor bolts, straps, hold-downs, washers and fasteners shall be galvanized or stainless when In contact with PT sill plates orother PT lumber. 10. Maximum foundation wall height and maximum unbalanced backfill. 8' Model: 1556S Customer: Bennet Blaine, WA MAXIMUM FASTENER SPACING OR FASTENERS PER JOIST SPACING 4363 # REQ'D SIDEWALL FASTENING SPACING 1 END WALL FASTENING S/W HDS ' Rim to SIIP Slil to Fnd. Walt Rim to Siil> Sill to 'Fnd. Wall SEE Fastener Type Anchor Spacing Fastener Tyge Anchor 4 Spacing 5 , D18 /CORNER, 1 E G" 4 5 E 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 30" o.c. 57" o.c. 30" o.c. 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 29" o.c. 55" o.c. 30" o.c. 1 8.8" o.c. 2. 1 72" o.c. 72" o.c. 7" o.c. 25" o.c. r 50" o.c. 29" o.c. 1 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 29" o.c. 55" o.c. 30" o.c. 1 5.4" o.c. 2 1 48" o.c. 52" o.c. 5" o.c. 19" o.c. 41" o.a. 26" o.c. 1 NA 4 1 24" o.c. 26" o.c. 3" o.c. 10" o.c. 24" o.c. 20" o.c. 0 NA 6 2 13" o.c. 15" o.c. NA 6" o.c. 13" o.c. 13" o.c. 0 6.2" o.c. 2 1 56" o.c. 60" o.c. 6" o.c. 21" o.c. 44" o.c. 27" o.c. 1 3.1" o.c. 3 1 27" o.c. 30" o.c. 3" o.c. 12" o.c. 27" o.c. 21" o.c. 1 NA 6 . 2 15" o.c. 17" o.c. NA 7" o.c. 15" o.c. 15" o.c. 0 NA 9 2 10" o.c. 11" o;c. NA 4" o.c. 10" o.c. 10" o.c. 0 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 29" o.c. 55" o.c. 30" o.c. 1 7.0" o.c. 2 1 63" o.c. 69" o.c. 6" o.c. 23" o.c. 46" o.c. 28" o.c. 1 3.5" o.c. 3 1 31" o.c. 34" o.c. 4" o.c. 14" o.c. 31"o.c. 23" o.c. 1 NA 5 1 17" o.c. 19" o.c. NA 8" o.c. 17" o.c. 16" o.c. 0 NA 8 2 11" o.c. 12" o.c. NA 4" o.c. 11" o.c.. 11" o.c. 0 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 29" o.c. 55" o.c. 30" o.c. 1 955E 10. R. K. C.16.4.148(4) Paae24OF2d FILE COPY RFC APR 1 Tu PUBi- Ins' Ins RE CITY Or, APR PERMI1t E LLBS 305 West King St. East Fiat Rock, North Carolina 28726 em ifiM4#athh th® LIMITED WARRANTY Minute Man Anchors, Inc. warrants Its product is free from defects in materials and workmanship at the time of installation when properly installed in accordance with the installation instructions. THE FOREGOING WARRANTY IS IN LIEU OF ANY OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED, WRITTEN OR ORAL, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY LIABILITY IS EXPRESSLY LIMITED TO AN AMOUNT EQUAL TO THE PURCHASE PRICE PAID, AND ALL CLAIMS FOR SPECIAL, INCIDENTAL AND CONSEQUENTIAL DAMAGES ARE HEREBY EXCLUDED. Minute Man does not assume any other liability or obligation In connection with the sale or use of this product. If the product is defective at the time of delivery or installation and you give prompt notice to Minute Man no later than thirty (30) days of attempted installation of the defect, Minute Man, at its option, will replace the product at no cost or refund the full amount of the purchase price, provided the defective product is returned to Minute Man with proof of purchase at the address set forth below. PRODUCT REPLACEMENT OR REFUND IS YOUR SOLE AND EXCLUSIVE REMEDY. This warranty extends only to the distributor and original installer of the product and does not cover a defect resulting from abuse, misuse, neglect, repairs, any use not in conformity with the printed instructions or installation by unauthorized personnel. This warranty gives you specific legal rights, and you may also have other legal rights which vary from state to state: Some states do not allow limitations on implied warranties or special, incidental or consequential damages, so the foregoing limitations may not apply to you. If you have a claim under this warranty, please contact our CUSTOMER SERVICE department (have model and type numbers available): CUSTOMER SERVICE Toll Free In the U.S. 1-800-438-7277 1-828-692-0256 OR WRITE TO: Minute Man- Customer Service 305 West King Street East Flat Rock, NC 28726 To our knowledge, the information provided in and by the independent, professional engineers' reports and certifications and obtained from other independent sources contained in the installation instructions and product manuals is accurate. However, Minute Man Anchors, Inc. cannot assume any liability whatsoever for the accuracy or completeness thereof. Final determination of the suitability of any information or material for the use contemplated is the sole responsibility of the user. Specifications are subject to change without notice. The I ratingt establi►the report are not valid in any application where the use of he prodOctwould overload any structural member of the home or foundation 2013 To Our Customers: These Installation Instructions are provided as a source of reference and installation information. Minute -Man Anchors, Inc., having pioneered anchoring for the manufactured home industry, continues in our efforts to provide new and innovative products. In so doing, we are committed to the highest quality made materials, workmanship and total customer satisfaction. If you are a longtime Minute -Man customer, "Thank You" for your continued trust and patronage. If you are a new customer, "Welcome!" we look forward to serving you in this ever growing industry. Questions? Regardless of your level of association with the Manufactured Housing market, if you have questions or we may be of service, please contact our office. 1-800-438-7277 FAX: (828) 692-0258 You can also find further information at our website: www.minutemanproducts.com Table of Contents Installation 1 Strap Tensioner 1 Stabilizer 2 Frame Tie to Anchor 2 Frame Tie Instructions 3 Locking Frame Clamp II 3 EZ Anchor Installation 4 NU ConceptAnchor Installation 5 GW-2 Anchor Installation 6 Cross Drive 7 EZ Joist Brace 7 Mobile Home Pier Installation Instructions 8 Concrete Anchor Installation Instructions 9 HUD Soil Classification Chart 10 Wind Zone Chart 10 MMA Soil Classification Chart / Soil Probe Instructions 11 Product Description 12-13 Approval letter 14 RADCO Listing #1344 15-16 West Coast Approval 17-18 Longitudinal Lateral Bracing System 19 Strap Crimping 20 Note: Prior to installation, refer to any local, state and federal regulations, to assure proper compliance. Soil test probe the anchor location in order to match the soil classification with the proper anchor. Note: Prior to Installation, refer to any local, state and federal regulations, to assure proper compliance. Soil test probe the anchor location In order to match the soli classification with the proper anchor. Mb4ate anchors, ANCHOR INSTALLATION There are two basic methods of installing I anchors, each equally effective in properly `"F • 41 securing manufactured homes to the ground. CAUTION: The installation of anchors with a drive machine is a two person operation. MACHINE INSTALLATION In this method, the anchor is turned to full depth into the ground by an anchor drive machine. 1. ' fr 2. 3. Attach anchor to machine. Placed anchor in proper position in line with strap and machine. Anchor should be installed at a slight angle as shown to assure head being positioned behind future skirting. 1. Warning: Before ground anchor installation, determine that the anchor locations around home will not be dose to any underground electrical cables, water lines or sewer piping. Failure to determine the location of electrical cables may result in serious personal injury. MANUAL INSTALLATION A hole is dug to a depth of approximately'/Z the length of the anchor, in the proper position as explained under machine installation. After the hole is dug to'/: the length of the anchor, then the anchor is tumed into the ground by hand, using a rod or length of pipe for leverage or by machine. After anchor is installed full depth, earth is repacked, six inches at a time. PROPER TENSIONING OF STRAP TO ANCHOR HEAD Insert bolt into head; attach nut loosely. Insert strap in slot of 5/8" bolt until strap is flush with far side of bolt. 2. Bend strap 90° and take at least three complete turns on bolt until strap is taut. 3. Bolt is turned with 15/16" socket wrench, or adjustable wrench, on hex head. With square hole in anchor head, hold bolt under tension while repositioning wrench: Place open-end wrench on 5/8" square shoulders of bolt. Align square shoulders of bolt with square hole in anchor head. Holding hex head of bolt in position, tighten nut to draw square shoulders into square hole. Shoulders are now in locking position; continue to tighten nut: Tensioning device is now in locked, secure position. Note: The tensioning bolt can be inserted in the head from either side. Notice: In areas of severe cold weather, where possible damage could occur from frost heave, 4. the homeowner should be prepared to adjust tension on the straps to take up slack. 1. MINUTE MAN ANCHORS, INC. INSTRUCTION FOR USING MINUTE MAN STABILIZING DEVICE Minute Man stabilizing devices are designed for use with Minute Man anchors and intended to laterally restrict movement of the anchor through the soil. Before Pretensioning Strap Stabilizer Plat Ground Anch e 4' 2" for 4" disk anchor 4" for 6" to larger disk anchor 1. Place the anchors approximately four inches to the inside of the exterior wall line of the home or a sufficient distance to avoid interference with the skirting (see above) 2. Hold the anchor at an angle of approximately 10 degrees off of vertical so that the head of the anchor is just outside the sidewall (see above) 3.Install the anchor to a depth of approximately one-third (1/3) the anchor length. After Pretensioning Stabilizer Plat Ground Anchor —o. 4. Place a stabilizer plate to the inside of the anchor shaft (side of shaft toward center of house) and the distance indicated from the shaft. 5. Drive the stabilizer plate into the ground until the top of the plate is 1" below the surface of the ground. 6. Install the anchor to its full depth. 7. Pretension the anchor by pulling it up to the stabilizer plate. Pull the anchor approximately'/s inch more while it is in contact with the plate using the strap and take-up bolt to move the anchor head. FRAME TIE TO ANCHOR Longitudinl Frame Tie To Anchor Pier Main Beam Longitudinal Tiedown Strap Anchor with J Stabilizer Plate Frame Clamp with Strap Lateral Frame Tie To Anchor Manufactured Home 00 Ark ,60° Max .'Eil I Beam Frame Ground Level When the angle of the near beam frame tiedown strap exceeds 60° the far beam frame tiedown strap is installed in addition to the near beam strap as indicated by dotted lines. Proper earth anchor with stabilizer for soil r---- condition (or approved alternate i.e. E-Z Anchor) 2. FRAME TIE INSTALLATION INSTRUCTIONS Frame Tie With Buckle L 3. Thread sufficient length of frame tie strap through buckle as shown. Next, thread long end of strap between frame and floor of home. Bring strap around frame and back through buckle as shown in diagram and fasten to anchor head. Diagram showing strap in position around frame and through buckle. It is important to remove all slack from system. Note: Use of a single buckle is an appropriate alternate. Single Slot Buckle With Strap Enlarged View of Frame Beam Place buckle at top of anchor side of beam, pass strap around beam and through buckle. Pass strap back around beam and through buckle to anchor. Strap will wrap beam twice. Remove all slack from system. Frame Tie With Hook Floor ▪ Enlarged View of • Frame Beam Attach Frame Clamp (Hook) inside top flange of home frame. Bring strap around frame. Place strap between frame and home as shown in sketch. Pull strap tight and attach to anchor tension head. diS— To Anchor LOCKING FRAME CLAMP II MMA-33 ASSEMBLED UNIT x 1" Grade 5 Bolt & Nut Locking Clip • �- Minute Man Strap w/Radius Clip �- To Anchor Home Frame Pivot Clip must not vary more than 10 Deg. from Perpendicular to Beam. 3. E-Z ANCHOR INSTALLATION METHOD Note: With machine installation, a Minute -Man adapter designed to fit both the anchor head and drive machine shaft is available. Installers do not need additional or special equipment for E-Z Anchor Installation. E-Z Anchors are a patented item. 1. MACHINE INSTALLATION The drive machine is started and the anchor is turned into the ground to a point where the top (stabilizer head plate) is flush with or slightly below ground level. This assures that the E-Z Anchor Stabilizer will be at its required installation position. See Figure A. To achieve full potential, install the E-Z Anchor vertically. A 10° deviation from vertical is acceptable. See Figure A. Note: A slightly greater angle may be used to start anchor to avoid contact with the home and straightened as anchor is ground set. The splitbolt is inserted, strap is fastened, and tightening adjustment made. E-Z Anchor carries U.S. Patents and manufacture is exclusive to Minute -Man Anchors, Inc. 2. STANDARDS FOR INSTALLATION • E-Z Anchors and all components are to be installed per manufacturer's instructions. • E-Z Anchors are approved for designated Soil Class III, IV. • E-Z Anchor working load capacity is 3,150 pounds for a single tie or the load of (2) ties combined.. See Figure B. • Consult manufactured home set up instructions for number of frame tie downs, over the roof tie downs and tie down spacing. • Proper site preparation requires removal of grass and sod prior to installation. For additionl information, copies of engineering test(s) and report, Contact Minute -Man Anchors, Inc. 4. agate itleut Anchors, Inc. INSTALLATION NU -CONCEPT ANCHOR CLASS 3&4 Patent Pending The Nu -Concept Anchor combines a patented elongated hole in the tension head with a stabilizing and compaction cap. When combined with a grade 5 bolt, the anchor will rotate in all directions allowing adjustment to uneven terrain. Under load conditions the cap, rotates down ward in the direction of the pull, causing a double compaction of the soil and laterally restricts movement of anchor through the soil. I . Attach stabilizer/ compaction cap to the tension head of the anchor. This is done by sliding the cap over the top of the tension head, aligning 9/32" holes in cap with 1 /4" elongated hole in tension head. Insert 1 /4" x 2-1 /4", grade 5 bolt (included). Hand tighten. Cap must be installed at anytime prior to ground contact. See Cap FlgureA and Tension Head Figure B. Figure A (TOP) Figure B draft Dot]Class (Bononn) 3 - 4430 NU 3/4 Class 4 - 4636 NU 7/8 II. The Drive Machine is started and the anchor is turned into the ground to a point where the bottom of the tension head is at or slightly below ground level. This insures Compacting StabilizeHead r/ maximum soil compression by the cap. See Figure C. Engineered to allow ground Figure C anchor to be installed at a slight back angle of 15° , l Class 3 - 4430 NU 3/4 Class 4 - 4636 NU 7/8 Jo Stabilized compacting _` Head III Anchor is pre -loaded. Pre -load causes the cap to rotate downward in the 3. t$ °=; Figure D direction of pull, further compacting the '' soil and presenting a larger surface area, resisting both horizontal and vertical movement. See Figure D. When used with rigid support tubes, rather than strap systems, pre -loading is not required. Note: A special adapter Is available to insure against tension head and bolt damage. : 0 5. PI .3W-2 SI J )NCI HCI INSTALLATION CLASS 2+3 Patent # 6,871,455 The Nu -Concept GW 2 Anchor combines a patented elongated hole in the tension head with a stabilizing and compaction cap with drive rod guides. When combined with a grade 5 bolt, the anchor will rotate in all directions allowing adjustmenit to uneven terrain. Under load conditions the cap, rotates down ward in the direction of the pull, causing a double compaction of the soil and laterally restricts movement of anchor through the soli. Turn cap to position the drive rod guides facing away from the home. Insert 30" rods and drive to full depth into the soil. I , Attach scat er/compaction cap to the tension head of the anchor. This is done by sliding the cap over the top of the tension head, aligning 9/32° holes in cgo wlh 114" elongated hole in tension head. Insert 114" x 2-114". gra cte 5 bolt (included). Hand tighten, Cap must be instated cat anytime prlorto ground contact. See Cop FIgureA and Tension Head Figure 8. FigureA rroP.Porromi Figure 8 0 0 4 Class 2 - Difficult Soil Figure C HEW 31.70weow II. The Ddve Machine is started and the anchor is turned Into the ground to a point where the bottom of the tension head Is at or slightly below ground level. At this point, the drive rod guides on the top of the cop should be slanted away from the outer waN of the home cowing the Installer to drive the rods from the outside of the home. This insures maadmurn soil compression bythe cap. Seeflgure C. Engineered to allow ground anchor to be installed at a slight bock angle of 15 ° 111` Anchor is pre -loaded. Pre -load causes the cap to rotate downward in the direction of pull, further compacting the soJ and presenting a larger surface area. resisting both horizontal and vertical movement. See Fig re D. When used with rigid support tubes, rather than strap systems, pre-loadhg is not required. a4 Note: A .speoloI wooer is available to insure against tension heed and bolt damage Revised 3-14-07 6. Installation Instructions for Cross Drive Rock Anchor Vertical Tension Horizontal Tension INSTALLATION INSTRUCTIONS Drill 5/8" diameter hole 5 1/2" deep, in center of anchor location, for pilot stud. Insert pilot stud into hole. Drill two - 3/4" diameter holes in rock at 45 degree angles, using anchor head as a locating guide. Place rod through top of (1) square tube and into hole. Drive rod to desired depth. (Rod must be driven into rock at least 80% of its length In order to achieve minimum allowable pullout resistance.) Place second rod through top of remaining tube. Drive rod to desired depth to lock. Maximum pullout resistance is developed when anchor head Is low as possible and ground surface is solid rock. Distance from square tubing to rock surface should not exceed 1". New Minute Man EZ Joist Brace • Ideal for supporting sticky doors and %dad.wa, heavy pianos, rah tanks er waterbeds. • EZ to install, one adjustebb size tits most homes. • Will not bend I -beams or split rim joist Ike out- Aggwrs ram do. • braces from the ground up to the rim joist for stronger and mote stable support under t s horse. MP% FO0'eNC MAD sa4,.re IOW PST SOIL - a56 Led WOO Psi SOIL - 1507 LPS INSTALLATION INSTRUCTIONS MIL Do not use the EZ Job(' ifierf to mime any foundation pais - by the rye manebdurer. EZ lobtBVa 'ilti albrrdor worn,* daadir 1,500tba 1. Determine Me rim joist area that needs bracing. 2. Remove turf to expose rim soil at each E7 Iolst Brace location. Footing must be level, diredly under problem area, arid located inside perimeter to allow daarance for spring. Footings must be in canpilence with home mandatturer, state codes, local codes, end float area guidelines as they may apply. 3. Measure distance from top of food% to bottom of Square at tap ef tuts 1" than measured distance. 4. "aim nut on threaded rood up to "T"" plate. Aare "la top into EZ Orate Joist Tube 5. Center Q Joist Brace wider the rim joist and in the center of footing, use our long to be sue Its luxe is vertical. 6. Adjust nut on `T' top to apply desired pressure to level rim joist, secure -r tap to rim joist with 2 - #t 10 rails or 2 - 4 10" x 2" screws in holes provided. The maximum sate adjustment between the top of "i" top plate and top of tube is 2 Va 7. INSTRUCTIONS FOR USING Mau& Ma anchors,. MOBILE HOME PIERS The manufactured home shall be installed and leveled by qualified contracting personnel who are acceptable and licensed by the governing authority. Minute Man piers are designed to SUPPORT mobile homes and are not to be used for raising or lowering the home. Minute Man piers should be placed directly under the main support frames on both sides of the home spaced in accordance with the home manufacturer's instructions. MONTE IiMN ANCHORS 28726 1R# 8524 RATED 6000 LBS 3 TO 1 SAFER' FACTOR RATED 8000 LBS 2.25 TO 1 SAFETY FACTOR 2' MAX EXTENSION WARNMGI DO NOT USE TO JACK HOME MINUTE MAN PIER SET-UP PROCEDURES Designed and manufactured for use under mobile and manufactured homes and commercial structures, the support pier is best suited to a dry environment. Minute Man piers are not recommended for use within 1500 foot of a coastline or in an application where the base of the pier would be Immersed in water. All support piers must be attached to the I -beams with an appropriate pier head, to prevent horizontal movement. 2 Use hydraulic jacks or other suitable devices to level the chassis beam of the home. Be sure to use sufficient jacks and safety blocking to safely support the home before installing support piers. Level the chassis using a water level or other leveling device for accuracy. After the chassis is leveled using hydraulic jacks and levels, you may begin to install the support piers. 3 Using the appropriate pier for the installation, determine the pier height that will be best for each indMdual pier location and insure that the height to the bottom of the chassis beam is no greater than 36 inches. Insure that the pier caps are appropriate for the type of chassis beam or for the marriage line. 4 Prepare a level surface at the location of each pier. Use coarse sand or gravel, if necessary to prepare the surface so as to have full contact for the footing pad. The surface of the footing pad needs to be high enough to insure that the base of the support pier does not come Into contact with any drainage water that may be present under the home. Do not set a footing pad on organic material. Use the appropriate type and size of footing pad for the load required. Refer to the home manufacturer's installation manual for specific loads and footing sizes; and to the governing authority in the locale in which you are installing. 5. Locate the support pier on the footing pad, making certain to center the support pier on the pier pad. Where required by local code, secure the support pier to the footing pad wtih appropriate fasteners. In no case are you to extend the threaded rod adjuster more than 2 inches. When more height Is needed, use the next taller size support pier. Carefully align the support pier under the chassis beam or marriage line and install the pier head. Tighten and snug plus one-half turn. 6 Repeat this installation process with each pier. After all support piers are Installed, you may then remove the safely blocking and hydraulic jacks used to initially level the chassis. 8. CONCRETE ANCHOR INSTALLATION INSTRUCTIONS 210 PDH CONCRETE ANCHOR DOUBLE HEAD SLAB ANCHOR MINIMUM HORIZONTAL STRAP ANGLE OF 15° 3000# CONCRETE NOTES: 1. MINIMUM ANCHOR EMBEDMENT = 6' 2. MAXIMUM VERTICAL LOAD PER ANCHOR = 4725 b. 3,150 b. WORKING LOAD 3. MINIMUM SLAB PER ANCHOR: 4' SLAB = 96 S.F. 6'SLAB =65S.F. 8' SLAB = 48 S.F. 4. MART(: MMA-14 ANCHOR 2•I4 - (MIN) NOTE: Your set must be designed by a Registered Professional Engineer if the location is within 1500 feet of the coastline. The allowable working load on, concrete anchor models 210 PDH, THDHLS, and 210 JDH is 3,150 pounds vertical for single or double ties in 3,000 PSI concrete. There must be a minimum 4" of distance from the edge of the concrete to the center of the anchor shaft. NOT TO SCALE x 96'L THDHLS CONCRETE ANCHOR DOUBLE HEAD TENSION DEVICE I-- 4' (MIN) MMA-18 4,8 -a' • • • • 4 • • 4 4 • • 4 '' 4• 1 5/8' SHIELD MINIMUM W/ 1/2' x 3-1/2' BOLT I(OFIX BRAND OR EQUIV. 3000# FIBER MESH CONCRE1E 1. MAXIMUM VERTICAL LOAD PER ANCHOR = 4725b 3,160 ba. WORKING LOAD. 2, MMMUM SLAB AREA PER BOLT 4" SLAB = 95 S.F. 6" SLAB = 65 S.F. 8" SLAB = 48 S.F. 3. MARK MMA 18 INSTALLATION NOTE 1. DRILL 21/32' DIAM. HOLE 4' FROM EDGE OF SLAB AND INSERT SHIELD 2. PLACE IENSION HEAD ON SLAB AND INSTALL' ' DIAM. SHIELD BOLT 210 JDH CONCRETE ANCHOR USE OPTIONAL CUP TO SUPPORT ANCHOR AROUND RE -BAR WHILE POURING Revised 3-14-07 9. 1/8" PLATE mil 1. MINIMUM ANCHOR EMBEDMENT = 6' 2. MAXIMUM LOAD PER ANCHOR = 4725 b. 3. MINIMUM SLAB PER ANCHOR: 4" SLAB = 95 S.F. 6' SLAB = 65 S.F. 8'SLAB =48S.F. 4. MARK: MMA 42 Soil Classification and Bearing Capacity TABLE TO § 3285.202 Soil de:swfcafion SDisallowol description Allowable doll beer-couldMUM r8 Pry ) 1685-99 bes Torque slue* (Irrdapounds). Non mintier 2487-00 or 2 _led ref f05.4) 1 .. Hook or hard pen 4000+ 2 GW, GP, SW, SP, GM, SM. Bendy gravel and gravel, very then dents andfor contended sands; course pre cobbles; pnsloaded s*s. days and cond. 2000 40. Mora Then 550. 3 GC, SO, M1L, Cd. Sand; slay send; clayey sand; Wily gravel; medium dame course seeds; sandy gravel; and very de A sand days. 1500 24-30 351-650. 4A Of3: NH Loose to medium dense sands; firm to 1000 18-23 278-350. Stiff days and slits; siliMal Ms. 4B CH, Me Loose sands; Linn days; alluvial Ills 1000 12-17 175-275. 5 OL. OH. P1 Unc0 ltp0ded ill; pest; organic days Refer 10 3285.202(e) 0-11 lams Mon 175. Holm values provided in Nis table have not been adlustsd for overburden pressure, embedment depth, water table height, or � prob- lems.: For sods dawdled as CH or MH. without either torque probe wares or blow corm test results: selected anchors must be rated for a 48 soil. eTha torque test �probe is a device for nimiln0 the value of ssoellle to salt In evaluating Ms ticidlrp capacity of the sod In wlrlch the ground anchor 'The rwalue is a measure of boild re a p, The shalt must be of rovided or Eby Mamie al spth of the ubject turning or Wading brew of the probe. (t) If soil appears to be composed of peat, organic clays, or uncompacted ted fill, or appears to have unusual conditlons, a registered professional geologist, registered professional engineer, or registered architect must determine the soil dasslication and maximum soil bearing capacity. Source: Manufactured Home Construction and Safety Standards - Part 3285.202 DESIGN WIND -LOAD ZONES: tf; .4,- ‘oliabglobr3 reL714;711 Z°ne ill Zone II AK oe HI Zone III Zone III Zone I Source: Manufactured Home Construction and Safely Standards- Part 3280.305 Zone I Zone II Zone I Zone I Zone III Zone II Zone I Zone II Zone III Design Wind-Lo.id Zones Standard vend Zone I 15 psf Horizontal 9 psf uplift* Hurricane Zone II +39 psf Horizontal 27 psf uplift Hurricane Zone III ±47 psf Horizontal 32 psf uplift *net uplift Note: psf: pounds per square foot Note: Prior to installation, refer to any local, state and federal regulations, to assure proper compliance. Soil test probe the anchor location in order to match the soil classification with the proper anchor. 10. Soil Classification Chart for Minute Man Anchors Soil Class Torque Probe Values Recommended Minute Man Anchors & Stabilizers 1 NA Cross Drive or Rock Anchor 2 551 Inch 4430 DH 4636 DH 636 DH 4450 DH 10 ZDH 4636 EZDH 636 EZDH GW-2 12" Stabilizer Plate Nu -Concept Stabilizer Cap Pounds Up 3 351 to 550 Inch Pounds 4430 DH 4636 DH 636 DH 4450 DH 4430 EZDH 4636 EZDH 636 EZDH GW-2 12" Stabilizer Plate Nu -Concept Stabilizer Cap 4A 276 to 350 Inch Pounds 4636 DH 4450 DH 650 DH 4636 EZDH 12" Stabilizer Plate 17" Stabilizer Plate 4B 175 TO 275 Inch Pounds 760 DH 860 DH 1060 DH 17" Stabilizer Plate 5 Less Than 175 ` Inch Pounds Call Minute Man Anchors 800438-7277 Note: Each state, county, municipality may require a specific anchor from the groups shown for each soil classification. Check local regulations before installation. Test soil with soil probe and torque wrench at the anchor location in order to match the proper anchor with soil soil classification. A stabilizer plate or certified stabilizing device must be used with DH anchors when the anchors are used to resist lateral loads. Soil Test Probe and Torque Wrench tvelosafasitit":3 WRENCH ADAPTER EARTH PROSE .�... 01111......111.11/111011110 600 ib. in. TORQUE WRENCH Warning: Before ground anchor installation or probing, determine that the anchor or probe locations around the home will not be close to any underground utilities. Failure to determine the location of electrical lines may result in serious personal injury. Instructions 1. Place tip of probe into ground where the anchor is to be located. Using a 15/16" hex socket with a ratchet, breaker bar, or electric drive machine, turn soil probe in a clockwise direction. 2. Rotate probe into the soil to a depth equal to the length of the recommended anchor to be installed. 3. To determine the soil classification: a) Place wrench adapter onto torque wrench. b) Insert hex portion of wrench adapter onto the top of the probe. c) Support probe shaft with one hand while turning the probe steadily with the torque wrench. Do not exceed 600 inch pounds when turning! d) Read torque value while turning torque wrench and probe clockwise. e) Use Minute Man Anchors' Soil Classification Chart to cross reference probe readings and match the anchor model with the proper soil class at the site. 11. Following is a list of Minute -Man Anchors with an allowable working load equal to or exceeding 3,150 lbs. and are capable of withstanding a 50% overload (4,725 lbs. total). Stabilizer devices must be used with anchors when anchors are used to resist horizontal forces. HUD Part 3280.506(f) 1344 ITEM MARK MODEL DESCRIPTION USE IN SOIL TYPE 1071 1101 1131 1349 1350 1390 1287 1288 1291 1346 1284 1592 1593 1594 1596 2390 2391 1450 1445 1322 2200 2202 2211 2691 2820 2822 2700 2801 2704 2706 2709 2010 MMA-2 MMA-4 MMA-28 MMA-35 MMA-8 MMA-BR MMA-86 MMA-71 MMA-75 MMA-52 MMA-55 MMA-92 MMA-93 MMA-94 MMA-96 MMA-18 MMA-18 MMA-14 MMA-42 MMA MMA-SD2A MMA-SD2 N C1 MMA-29 MMA-31 MMA-34 MMA-32 MMA-33 MMA-71 MMA-71-C MMA-71-C MMA 650-DH 5/8" 650-DH 3/4 636-DH 3/4 36-XDH 48-XDH 24 BA 860-DH 3 /4 1060-DH 3/4 760-DH 3/4 4636-DH 3/4 4450-DH 3/4 4430-EZDH 3/4 4636-EZDH 3/4 636-EZDH 3/4 650-EZDH 3/4 THDH THDHLS 210-PDH 210-JDH G W2 FCIIW/S FRAME TIE FRAME TIE BUC/WS FCII (LOCKING) CT/WS CT/WS CT/WS SBN 6" DISC, 50" ANCHOR 6" DISC, 50" ANCHOR 6" DISC, 36" ANCHOR 36" CROSS DRIVE ANCHOR 48" CROSS DRIVE ANCHOR BARB ROCK ANCHOR 8" DISC, 60" ANCHOR 10" DISC, 60" ANCHOR 7" DISC, 60" ANCHOR 4" & 6" DISC, 36" ANCHOR DOUBLE 4" DISC, 50" ANCHOR DOUBLE 4" DISC, 30" EZ ANCHOR 4" DISC, 6" DISC, 36" EZ ANCHOR 6" DISC, 36" EZ ANCHOR 6" DISC, 50" EZ ANCHOR DOUBLE HEAD TENSION DEVICE DH TENSION DEVICE W/LAG WET CONCRETE ANCHOR SWIVEL HEAD WET CONCRETE ANCHOR G W 2 SOIL ANCHOR STABILIZER- 12" STABILIZER- 17" NU CONCEPT STABILIZER CAP FRAME CLAMP II W/STRAP LONGITUDINAL FRAME TIE-8 BOLT LONGITUDINAL FRAME TIE-4 BOLT BUCKLE W/STRAP LOCKING FRAME CLAMP 11 CORNER TIE W/STRAP CORNER TIE W/STRAP CORNER TIE W/ REG. STRAP STRAP BOLT & NUT 2,3,4(a) 2,3,4(a) 2,3 1 1 1 4(b) (Fla.) 4(b) 2,3,4(a),4(b) 2,3,4(a) 2,3,4(a) 2,3 2,3,4 2,3 2,3 SLAB SLAB SLAB SLAB 2,3 2,3,4(a) FLA. 2,3,4(a),4(b) 2,3 FLA. Revised 03/20/13 12. ITEM MARK MODEL DESCRIPTION USE IN SOIL. TYPE 2510 2530 2491 2492 2150 2100 2250 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3521 MMA-25 MMA-32 MMP-6 MMP-8 MMP-10 MMP-12 MMP-14 MMP-16 MMP-18 MMP-20 MMP-22 MMP-24 MMP-26 MMP-28 MMP-30 MMSD3 22 BUCKLE SS BUCKLE 44 RB 66 RB POCKET PENETROMETER SOIL TEST PROBE JACKING PLATE 6" PIER 8" PIER 10" PIER 12" PIER 14" PIER 16" PIER 18" PIER 20" PIER 22" PIER 24" PIER 26" PIER 28" PIER 30" PIER 20" STEEL PIER PAD DOUBLE SLOT BUCKLE SINGLE SLOT BUCKLE 4X4" ROOF BRACKET 6X6" ROOF BRACKET POCKET PENETROMETER SOIL TEST PROBE 1 BEAM JACKING PLATE STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER STANDARD MOBILE HOME PIER LONGITUDINAL & LATERAL BRACING SYSTEM LATERAL BRACE TUBES W/BEAM CLIP (For Soil Pier Pad) 3532 MMAST 60" LATERAL TUBE 3537 MMAST 72" LATERAL TUBE LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL BRACE TUBES W/BEAM CLIP (For Soil Pier Pad) 3539 MMLBT 20" STEEL PIER PAD 3544 MMLBT 20" STEEL PIER PAD 3553 MMLBT 20" STEEL PIER PAD 3565 MMLBT 20" STEEL PIER PAD LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL & LATERAL BRACING SYSTEM LATERAL FLEX TUBES (For Concrete) 3632 LFT2 3637 LFT3 3636 60" LAT FLEX TUBE LONGITUDINAL & LATERAL BRACING SYSTEM 72" LAT FLEX TUBE LONGITUDINAL & LATERAL BRACING SYSTEM "L" ANCHOR BOLT -WET SET LONGITUDINAL & LATERAL BRACING SYSTEM LONGITUDINAL FLEX TUBES (For Concrete) 3639 LFT1 3644 LFT1 3653 LFT1 3632 LFT1 39" LONG FLEX TUBE W/BC LONGITUDINAL & LATERAL BRACING SYSTEM 44" LONG FLEX TUBE W/BC LONGITUDINAL & LATERAL BRACING SYSTEM 53" LONG FLEX TUBE W/BC LONGITUDINAL & LATERAL BRACING SYSTEM 65" LONG FLEX TUBE WIBC LONGITUDINAL & LATERAL BRACING SYSTEM Revised 10/27/10 13. III M.Ui ,M!L Pt,NUNM MEM 11.111.2111111401 March 4, 2013 Minute Man Products 305 West King Street East Flat Rock, NC 28726 Dear Sir, I have analyzed design drawings, physical testing reports, and installation instructions for the Minute Man Products listed as follows: 650 5/8 DH 650 3/4 DH 760 3/4 DH 636 5/8 DH 636 3/4 DH 4450 3/4 DH 4636 3/4 DH 4636 7/8 NC 4636 3/4 EZDH 4430 3/4 EZDH 636 3/4 EZDH 650 3/4 EZDH 660 3/4 EZDH 6650 3/4 EZVDH w/vert. stabilizer 8860 3/4 EZVDH w/vert. stabilizer CT W/S Corner Tie MMA 71 & MMA 71 C LLBS Longitudinal & Lateral Bracing System MMSPP Longitudinal Stabilizing System GW 2—NC2 100 DH XDH MMAS (Seal) 48 XDH SBN (Bolt & Nut) 24 BA Pivot Clip W/S 210 DH FCI W/S 210 JDH FCII W/S 210 PDH BUC W/S 36 DH MMA SD2 36 XDH MMA SD2A THDH NC 2 (Stab. cap) THDH LS Longitudinal Frame Tie MMA 31 & 34 Locking FCII MMA 33 EZ ASTS Support Tube System My analysis of the physical test reports defines the breaking strength of each of these anchors and their component to be in excess of 4,725 pounds. The strapping meets federal specifications QQ-S-781 H for type 1 class B, Grade 1 strapping. The strapping also meets with ANSI 225.1 standards and ASTM D3953-91 standards. The strapping is 1 '/a° x .035 minimum, hot dip galvanized steel. On file are testing reports of direct withdrawal strength of these anchors. These test evaluate the anchorage strength of Minute Man Anchors installed resisting an axial and 45 degree angle applied withdrawal load. For the anchors listed on pages 10 and 11, the average holding power meets and / or exceeds the required minimum of 4,725 pounds when installed in accordance with manufacturer instructions in the soil type and class shown. The LLBS Bracing System was tested for Wind Zones I, 1I, & III. LISTING & TESTING DIVISION RESOURCES, APPLICATIONS, DESIGNS, & CONTROLS, INC. 3220 E. 59th Street Long Beach, CA 90805 Tel: (562) 272-7231 Fax: (562) 529-7513 LISTING #1344 PRODUCT: MANUFACTURER: PLANT LOCATION: APPLICATION: 1. INTRODUCTION CONCRETE, ROCK, AND SOIL GROUND ANCHORS Minute Man Products, Inc. 305 W. King St. East Flat Rock, NC 28726 305 W. King St. East Flat Rock, NC 28726 HUD Code Manufactured Homes & Modular Homes At the request of Minute Man Products, Inc., RADCO investigated the possibility of listing ground anchors produced by Minute Man Products, Inc., for approval of ground anchors in accordance with RADCO's Listing Requirements for Ground Anchors. RADCO's Listing Requirements for Ground Anchors defines the classification and performance requirements of each respective ground anchor model. The requirements are in general accordance with those developed by the MHI Ground Anchor Task Force and adopted by HUD's MHCC on March 9, 2011 after accepting minor revisions offered by HUD staff. 2. DESCRIPTION There are two categories of ground anchors that are specified in this listing. The first group is soil ground anchors, which pertain to all anchors designated for soil classes 2, 3, 4, and 5. The second group is rock and concrete (non -soil) ground anchors, which are designed for installation into class 1 conditions. All Minute Man Ground Anchors are manufactured using steel in conformance with ASTM A-36. The models under this listing vary with respect to shaft diameter, number and location of helixes, length of shaft and stabilizer device. Table 1 shows a complete description of each ground anchor model, as well as a corresponding stabilizer device. All ground anchors have a minimum working load of 3,150 Ibs and a minimum ultimate load of 4,725 Ibs. 3. INSTALLATION The Installation of the ground anchors is to be in accordance with the Manufacturer's Installation Instructions. In addition, each anchor must be installed in accordance with the following: a) The proper soil class. (Tables 2 & 3, and notes) b) Minimum angle of pull to the horizontal. (Tables 2 & 3) 4. EVIDENCE SUBMITTED 4.1 Testing has been conducted to verify the compliance of Minute Man ground anchors to the RADCO Listing Requirements for Ground Anchors. Issued: August 2012 4.2 The quality and process control system used in the manufacture has been submitted to RADCO. An adequate method of traceability is maintained by the manufacturer. A follow-up quality assurance audit program is maintained by RADCO. 5. RECOMMENDATIONS RADCO recommends that Minute Man Products, Inc. ground anchors be accepted for use with HUD code manufactured homes and modular homes provided that: 5.1 Each ground anchor will be marked with a label, a facsimile of which is shown in figure 1. The label for each facility denotes the model number, RADCO name, and Listing #1433. 5.2 All products are produced only at the facility referenced in this listing. 5.3 The quality control procedures are maintained by the manufacturing facility as submitted. 5.4 The audit system of RADCO is maintained. 5.5 All products are installed per the manufacturers installation instructions and section 3 of this listing. 6. APPROVAL This listing is subject to approval on an annual basis by RADCO. Updating and further information will be included and/or resubmitted as necessary. Figure 1: Sample Label Andra Held traiobR BUD fled 1iei . Yee. L%DCO ��,fiedes NMA2BC3 ❑a iw+ Zimlit,ingtor IOC RADd944 0© 15. Table 1: Properties of Ground Anchors Model Shaft Diameter Shaft Length (In) Helix Stabilizer Della (See Note 2) MMA-2 650 DH 5/8" 48 1 / 6" dia 12" plate MMA-4 650 DH 3/4" 48 1 / 6" die 12" plate M MA-6 4430 DH 3/4" 30 2 / 4" die 12' plate MMA-28 636 DH 3/4" 33 1 / 6' die 12" plate MMA-30 4430 DH 5/8" 30 2 / 4" dla 12" plate M MA-52 4636 DH 3/4" 33 1 / 4" 8.1 / 6" dia 1? plate MMA-55 4450 DH 3/4" 48 2 / 4" dia 12" plate MMA-71 1060 DH 3/4" 60 1 / 10" dia 12" plate MMA-75 760 DH 3/4" 60 1 / 7" die 17" plate MMA-85 860 DH 3/4" 60 1 / 8" dia 17" plate MMA-92 4430 EZDH 3/4" 30 2 / 4" dia 6" cap MMA-93 4636 EZDH 3/4" 33 1/4" & 1 / 6" dia 6" cap MMA-94 636 EZDH 3/4" 33 1 / 6" die 6" cap MMA-96 650 EZDH 3/4" 48 1 / 6" dia 6" cap MMA-GW2NU 3/4' 20 1 / 4" dia (See note 3) MMA-8 48 XDH 3/4" 48 none X drive (48" rods) MMA-14 PDH 5/8" 10 none none MMA-42S JDH 5/8" 6 none none MMA-35 36 XDH 3/4" 30 none X drive (30' rods) MMA-35s 36 XDH 3/4" 30 none X drive (30" rods) MMA-18THDH 5/8" 3.5 none none Note 1: See 24 CFR Part 3285 Model Manufactured Home Installation Standards, section 202: Soil Classification and Bearing Capacity & Table 3285.202 for an explanation of soil classification numbers. Please note that anchors approved for use in soil class 4 may be used in soil classes 3 or 2, and anchors approved for use in soil lass 3 may be used in soil class 2. Note 2: The stabilizer plates are available in 12" or 17" width. The stabilizer caps are 6" diameter. "X drive" refers to cross - driven anchors which utilize two rods angled at 45 degrees from the vertical. Note 3: Anchor model MMA-GW2NU has a 6" stabilizer cap as well as a 32" long stabilizer rod which is driven through the stabilizer cap and downward at 45 degrees from the horizontal. Table 2: Soil Anchor Requirements Model Minimum Soil pass (See Note 1) Min. Angle of Pull to Horizontal MMA-2 650 DH 4a 45 deg MMA-4 650 DH 4a 45 deg MMA-6 4430 DH 4a 45 deg MMA-28 636 DH 3 45 deg MMA-30 4430 DH 3 45 deg MMA-52 4636 DH 4a 45 deg MMA-55 4450 DH 4a 45 deg MMA-71 1060 DH 4b 45 deg MMA-75 760 DH 4b 48 deg MMA-85 860 DH 4b 46 deg MMA-92 4430 EZDH 3 45 deg MMA-93 4636 EZDH 4a 45 deg MMA-94 636 EZDH 3 vertical only MMA-96 650 EZDH 3 verical only MMA-GW2NU 3 45 deg Table 3: Rock/Concrete Anchor (Soil Class 1) Requirements Model Max Test Load pbs) Min Angle of Pull (horiz.) MMA-8 48 XDH 10,000 vertical only MMA-14 PDH 5,000 45 deg MMA-42 JDH 5,000 45 deg MMA35 36 XDH 4,725 45 deg MMA-35s 36 XDH 4,725 45 deg MMA-18 THDH 5,000 45 deg 16. mown MAN ANCHORS, INC. IIPN.lNiT.'MOOTIRNNNt El ig1 DI 4 • my C NPUSiwVININDOlaiirvxsite,iNDEEr4:N1ew •SOLINNWS—INoPNr • TN DONIN OTRAP — 01010 T10NNN LOAD •NEIICZOIi 4 000 T4I MOW& aPidtP44.5n1gMaOlba.L T*D NIYDT t NMN.11ArVALIEN TN010NON ONAMODANO . . . 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MOTS OOLM/0MO1N101NE1ME1M Nine O AN/NORtMNDN01E NOIIOIOTIIIN 10raO1reONL1EOFlgYEN11NLEEN TIIION1NVN TO to DON WIBOTTOM MPS SIN UN O R INNID NCO110TIONCME 001.11DT011NNTONATMON I NTNATITNAtMTNEDTOT1NdWeNNWL OKIdNMTE00ENMEN APPROVED ra101700w 100110O) OIDOOOMO OpOSSOOHNONIal 11.3141: Nvle21 • • r MtI148 10 t1NNLLAVO. OIAi10/40 IPA NO £rs //i 4 •40kAry M INNMN • aam DlamrN,Yac Ja. ex" 7-3/-174 INSTALLATION INSTRUCTIONS n err KPORLMmono=imp/ LOCATOR EZDH EARTH AUGERS 1. ME DE1711.1111B 11001/1T INITAU.KnON INOTRUcTIONB. EARTH AUGERS 1. MALL IODOOLYAM OONWANTDONNNMRDPROSSt TOmemo a0LOIrr,aeIN! ~TAM MB 13'CPMNFTLB IW. t. MALL SW1111EllPLATE -OWE PLUM %WMGROUND SURFACE. i. 000011POOR AiINtN1000OUNDUMLAMR IWONRLMNNOR GROUID=MOEMOTOP CROSS DRIVE ANCHORS 1. CIIDMp111/1111M1EMDYNOII!IW OROCKY SOIL OCCUR&FTIEGROUND OURFAOEN0THRTVs Won 'ED''AOf1W.T.uUTN.MUMS *TAMI=PLAT/ ORMACS 17x1TX OE!!OONCREit. CONCRETE SLAB ANCHORS 1. 001011TEN:AETONMONEM11M•flNKANDNGOOD001OR10N. 2. LN W= OAS ARM 0003511111DNORMONM10H0RESOO.POW. a WILL PROMO OWROLAINOAS IMMV• PROW NWIOW ALL APPUCATIONS t. ATfA014WWII TCMAIMS IMAM MAMeLwIOMt t. NNRWRAP 'MOWN SPLITNUT.OUTY rDDNSWRAP AND TI0NTQILJNTLMUM THIS PLAN MAY BE USED FOR MANUFACTUED HOMES PLACES IN FEMA FLOOD HAZARD ZONES A, AE 8 AH, PROVE THE GROUND ANCHORS ARE THE MMA.e5o, 50' EARTH AUGERS. UNDER FLOOR VENTS AT THE PERIMETER SKIRTING STALL SE PLACED WTTH THE BOTTOM OF THE VENT MAX ir ABOVE THE UNDER FLOOR GROUND SURFACE TIE DOWN LOCATIONS M 1E OOPS 1Q avar SINGLE WIDE 00 1E 00018 4 OWN DOUBLE WIDE ON M 0010O 01 yam TRIPLE WIDE *Arm AliA lge — — atom DRIVE ANCHORS CONCRETE SLAB ANCHORS IIIOUJIPOOKO wmicuit -.`' eEr ri 7!*, sr 4s' or or 7E mar 34' 4r or sr ea • ilitiMtore 3 4 5 4 0 7_ w" * I Ir 3 4 5 6 T "irker am_ 4 5 e 7, e NOTr: IF OBSTRUCTIOIN P11®OLL E THE PLACEMENT OF THE SIDE TIE DOWN AT THE T LOCATION MOM EWE TIE DONS AT Z'-0' PROM EACH END HAW A TOLERANCE OF 1'4 N OUITIOVOKOOM ✓ ra LOPTI : MOOD S NNOMOran LAIC CANpi 1w1altlatllO IAr. 1010 / M10▪ 0.ri OIOM1OONIM qM 1 nPOltONINI1 OM P1h0poNMeldatlMPt atAakOR lasurma NPIOOUowammo LIN01q NaMar 13M 01a TEppaymarma MpaeEMN OOt agmamaammaAfl11a:TOAQarN a1RloN►PNl1aMAPOINRTON7oP. MOtl4 C` Jy / lyS/ (j 'r + _1 1 EO 1E ONO CO 'VW y'. •. 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CHASMS INSTALLATION INSTRUCTIONS t THE OMNIA CNINENBWARM,ANDTINIA11Cf40R1s1IMMIWOT1#GROUND10APOMrGINI1E11+ET0. 0011121MN MAD PIAUI Ni PLUM OR 111021T1Y GROWGROUND Mit Tlq mom TWAT TIE E-Z ANCHOR sosuza•1AA.LtoATonAeCiumtOIMITAW *IOU POSITION 2. PON TIE K ANCNOROVI MJGEI TO MCNINNE PULL PUTIBMAt, MINTALL THE AMCNON WMICALLY PPM NO ORMTIONORGOIR IWO le Otafteld NOM A *AMY 01111ATIM AGM MIRY UMID TO SIAM The ARONOR TO MODCONTACT IARTN TOG NOW • STRUMMING) AI TI M ANCHOR E GROUND SET TIEIGUTIOLTDsionco.STR14rPASTItlQA1D11QTIIMg1DJUSTGEMTAWL NOTE NTH MACIN4t MET.AUAT1022 A MI NI1T6M11T1ORMRMRD TO PIT BON TIE ANCHOR MEAD AND DRAG SIACNING INAPT NGAIAlIRADU . INBTAItaISDDNOTNERD AOORIOIMtORSPSCW.EOUIPNENT no Liz Noce NMTALLATIQT cowatm Tut POWPI aeon Dam TIi DOWN INF tare.. .�most ugTi 0% r ter sx•a. tM LONGITUDINAL AND LATERAL BRACING SYSTEM LONGITUDINAL BRACE DETAIL cursor WYE CAROM MT • mowow ONCE WE 2- a' FOR it' t0 246 Pldk 2— 46° FOR it 10 3r PO 2—arFOR 1r104rP0 2— Sr FOR 1r 10 4V PIER rE2 -If &NM IOU $03 111101 MAC a cup NOM 4r NI= Wawa' height 9V Mot. bs4 n geeing 290 Max. rooI ems 16' NOIL lit bolto. rode 5 When u0-9 loNSoirs1 Wm. 2nd pMr In from be sndod how maybe uNd 10 make roars tor brow lobar. LONGITUDINAL BRACE FLEX TUBES FOR CONCRETE lap w rwipn Wow viPI 'WHIP 10 SOWN LONGITUDINAL & LATERAL BRACING SYSTEM DETAIL ASSEMBLY DRAWING The Mind* Ilan Anchors UM Bracing 91/10111 was bird Ix Wind Zones L 1, & ■ %god 10V10101 Pot 3t4102 Rang 7f1+U04 Rw 2/1f10 NOTE: Alt LLBS Systems are shipped with complete Installation Instructions. See these Instructions for System Locations In Zones I, IL III, FL. LATERAL BRACE DETAIL ialiEbt CLOP ASIOOLY Nom kyr M0 MR Wila mat 1U12 OUP SOLr .r of N lair. SPAN /r ran 0InY 1NrM0 w/ +/Bkr-I/r mom BOL1 LATERAL BRACE FLEX TUBES FOR CONCRETE 440C UNIVISLIOI b01i0IMKINM. MACE ETEIL NCR PAD 1/ MRS SO NiCUSARCRUD FOR 01 WRITfEN MATRUC110NB Reed 2/18r10 19. "SUGGESTED RECOMMENDATIONS WHEN USING CRIMPING SEALS" 1. The strap must be identified "MINUTE MAN ANCHORS INC. CERTIFIED ANSI 225.1 AND ASTM D3953." 2. WHEN EXTENDING OR SPLICING TWO STRAPS, OVER LAP APPROX. 6", USE TWO SEALS FULLY CRIMPING EACH SEAL TWICE TO BOTH STRAPS. 3. WHEN STRAPPING TO AN APPLIANCE SUCH AS SLOT IN A VERTICLE TIE OR A HOOK OR A BUCKLE WE SUGGEST THAT YOU USE A SHORT PIECE OF STRAP (RADIUS CLIP) BENT 180 degrees IN DIRECT CONTACT WITH THE APPLIANCE. (This will act as a cushion, reinforce and prevent sharp bends in the strap.) NEXT INSERT THE STRAP BENDING IT OVER 180 degrees BACK TO THE STRAP USING ONE SEAL, PLACE BOTH STRAPS INTO SEAL AND CRIMP TWICE. 4. SEALS MUST ALWAYS BE CRIMPED TWICE. 5, PLEASE NOTE: TWO SEALS REQUIRED WHEN SPLICING TWO STRAPS. ONE SEAL WHEN BENDING 180 degrees. RADIUS CLIP - a' to ie ' ..ldp Alb& iiii+i N NLIVt NAMI STRAP WRA*M CUP P IX CLIP 1 I/4 x OS33 ZINC COATING STRAPNEST$ ANSI INI t ANN ASTM D3953 Gal SEAL 1-1/4 Y 1033 x L■-S/l6 MARK MIA liftiviseurpoura WOE IIIP -Ml- ! MI Revised 3/14/07 20. 4' _ ' " + P odiicts,! Anchor Drive Anchor Anchor Kits Anchor Drive Machines Strapping Mobile Home Piers Eye Mchor 650 DH 5/8, 11/16, & 3/4 4636 DH 3/4 114 Scrap Bolt and Nut 21 OQ1DH Buckle W/Strap fr FC H W/Strap Strap Buckle 21 OPDH Stabilizer Plate THDHLS Roof Bracket Galvanized Strapping Standard Pier Crimping Tool Tank Anchoring S» LLBS Foundation Bracing System Minute Man Anchors Drive Machine 305 West King St • East Flat Rock, North Carolina 28726 • Telephone (828) 692-0256 NCSBCSIANSI A225.1 -1994 w . NCSBCS/ANSI A225.1 -1994 FILE COPY Pp"p*tt Manufactured Home Installations RECEIVE', APR 17 2014 TUKThU' PUBUC WORKS RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION _ : .. UM .. ,• II 'MEM . NNE me ma al.1 A.-- = 111‘MR - 1 tNE 1W =tea no Min 'ME .Iimam . r :rvAI National Conference of States on Building Codes and Standards, Inc. DIN - 01(1 NCSBCS/ANS1 A225.1-1994 Revision of ANSI A225,1-1987 American National Standard MANUFACTURED HOME INSTALLATIONS Secretariat National Conference of States on Building Codes and Standards, Inc. Approved January 4, 1994 American National Standards Institute, Inc. American National Standard Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other criteria for approval have been met by the standards developer. Consensus is established when, in the judgment of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests. Substantial agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objections be considered and that a concerted effort be made toward their resolution. The use of American National Standards is completely voluntary; the existence of the standards does not in any respect preclude anyone, whether he/she has approved the standards or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the standards. The American National Standards Institute does not develop standards and will in no circumstances give an interpretation of any American National Standard. Moreover, no person shall have the right or authority to issue an Interpretation of an American National Standard in the name of the American National Standards Institute. Requests for interpretations should be addressed to the secretariat or sponsor whose name appears on the title page of this standard. CAUTION NOTICE: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard. Purchasers to American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Published by National Conference of States on Building Codes and Standards, Inc. 505 Huntmar Park Drive, Suite 210, Herndon, Virginia 22070 Copyright © 1994 by National Conference of States on Building Codes and Standards, Inc. All rights reserved. No part of this publication may be reproduced in any form, in an electronic retrieval system or otherwise. without prior written permission of the publisher. Printed in the United States of America CONTENTS 1 Introduction, applicability, and organization of standard 1 1.1 Scope 1 1.2 Intended usage of manufactured homes covered under this standard 1 1.3 Preinstallation considerations 2 1.4 Consumer information card 2 2 Definitions 3 2 Site preparation 5 3.1 Location and layout 5 3.2 Soil conditions 5 3.3 Removal of organic material . 5 3.4 Drainage 6 3.5 Ground moisture control 6 4 Foundations 6 4.1 Piers 6 4.2 Footings 8 4.3 Permanent foundations 8 4.4 Special considerations 9 4.5 Important reference documents 9 5 Installation procedures 9 5.1 Moving manufactured home to location 9 5.2 Positioning home 9 5.3 Interconnection of multisection homes 9 5.4 Cross -over connections for multisection manufactured homes 10 5.5 Anchoring instructions 10 5.6 Installation of on -site structures 11 6 Installation of optional features 11 6.1 Hinged roofs and eaves 11 6.2 Garden and bay windows 12 6.3 Awnings and ramadas 12 6.4 Miscellaneous lights and fixtures 12 6.5 Ventilation options 12 6.6 Optional panels, siding, and moulding 12 6.7 Exterior coverings 12 6.8 Skirting 12 6.9 Telephone and cable TV 13 6.10 Joints and seams 13 7 Preparation of appliances . 13 7.1 Clothes dryer vent 13 7.2 Comfort cooling systems 13 7.3 Fireplace and wood -stove chimneys and air inlets 13 7.4 Range, cook -top, and oven venting 14 8 Utility -system connection and testing 14 8.1 Proper procedures s 14 8.2 Water supply 14 8.3 Drainage system 15 8.4 Gas supply 15 8.5 Heating oil systems 16 8.6 Electricity . 16 Annex A Final Inspection Checklist . 17 Annex B Barrler-free Design Aspects for the 20 Physically Handicapped (Exterior Only) Annex C Sample Checklist for Enforcement Officials 22 Annex D Suggested Acceptance Guidelines for "Pre -HUD -Code" (pre-MHCSS) Manufactured (mobile) Homes 24 Annex E Sample Schedule for Manufactured Home Installation Permits 27 Annex F Bibliography of Foundation Plans Available from Manufacturer 28 Annex G Tables 29 Annex H Illustrations 34 ii This standard was processed and approved for submittal to ANSI by the Accredited Standards Committee on Manufactured Home Installations (Manufactured Home Sites, Set-ups, Utilities), A225.1. Committee approval of the standard does not necessarily imply that all committee members voted for its approval. At the time it approved this standard, the A225.1 Committee had the following members: Delmont C. Thurber, P.E., Chairman, State of Montana Eric Leatherby, Secretary, National Conference of States on Building Codes and Standards, Inc. (NCSBCS) Organizational Member Representative American Forest and Paper Association David Collins American Hardboard Association Louis Wagner City of Boyton Beach, Florida Don Johnson City of West Melbourne, Florida James Phelps Commonwealth of Kentucky Charles Wiley Construction Code Consulting, Inc J Bruce Scales Economy Mobile/Modular Homes, Inc Roy Grabanski Fleetwood Enterprises Ed Salsbury International Association of Plumbing and Mechanical Officials Shabbir Rawalpindiwala Manufactured Housing Institute Frank Walter Masonite Corporation John Sims Mobile Housing, Inc John Lawlor National Foundation of Manufactured Home Owners .... Len Wehrman State of Arkansas Mary Beth Bowman State of Maine David Preble State of Maryland James Hanna State of Minnesota Randy Vogt State of Missouri James Phillips State of Montana Del Thurber State of North Carolina David Goins State of South Carolina John Jones State of Washington Patricia McLachlan Thomas, Dean and Hoskins, Inc Wayne Dean T. R. Arnold and Associates, Inc. Tom Arnold Treasure Valley Homes Dwayne Ward U.S. Department of Housing and Urban Development Sam Hacopian Vinyl Improvement Products Company Bruce Dusko iii AMERICAN NATIONAL STANDARD NCSBCS/ANSI A225.1 American National Standard — Manufactured Home Installations 1 Introduction, applicability, and organization of standard 1.1 Scope This standard covers the installation of manufactured homes, wherever located, whenever the manufacturer's installation instructions are not available. Included are requirements for manufactured home sites and set-ups. 1.2 Intended usage of manufactured homes covered under this standard The provisions of this standard are intended to apply to manufactured homes (single -section, multisection, or expandable types) for use as single-family dwellings. NOTE 1 — The Federal Manufactured Home Construction and Safety Standards (MHCSS) cover one -family occupancies only. This standard makes no provisions for other residential occupancies. NOTE 2 — This standard does not apply to manufactured homes used for other than dwelling purposes. NOTE 3 — The provisions of this standard shall not apply to recreational vehicles as defined in the National Fire Protection Association (NFPA) 5010, Standard for Recreational Vehicles, or to park trailers as defined in the ANSI A119.5, Standards for Park Trailers. 1.2.1 Types of manufactured homes covered The manufactured homes covered under this standard are manufactured homes complying with the U.S. Department of Housing and Urban Development (HUD)'s MHCSS Program, as set forth in 24 C.F.R., Parts 3280, '3282, and 3283, as mandated in the United States of America and manufactured homes built prior to June 15, 1978, including those complying with the Standard for Mobile Homes, NFPA 501B/ANSI A119.1 edition, in effect at the time of manufacture. NOTE — The Federal standards, regulations, and requirements for manufactured housing, as authorized by 42.U.S.C.5401 et seq., are as follows: 'Part 3280 — MHCSS 'Part 3282 — Manufactured Home Procedural and Enforcement Regulations 'Part 3283 — Manufactured Home Consumer Manual Requirements Hereafter, throughout sections three through eight of this document, "manufactured home" will be used interchangeably with "home." 1.2.2 Applicability This standard is designed to be adopted by authorities having jurisdiction over and responsible for the safety and health of manufactured home users. It is intended to apply to all home installations, whether at new or existing manufactured home sites. While thls standard provides useful technical data for improvements to existing sites falling within its scope, and such use is encouraged, it is not intended to be applied retroactively to existing sites except where the authority having jurisdiction considers such application essential for the safety and health of the occupants or users of the sites. This standard shall not be construed as relieving the installer of a manufactured home of the responsibility for compliance with the codes and regulations established by the authorities having jurisdiction. 1.2.3 Organization of standard This standard consists of eight sections, generally divided by the kinds of work involved in properly setting up a home. 1.2.4 Use of thls standard This standard contains instructions, including specifications and procedures, for installation 1 NCSHCS/ANSI A225.1 and hook-up of a manufactured home. It has been written in an objective and easy -to -understand manner so that it can be understood by those who lack extensive technical training. It discusses the installation of the home from preparation of the site through final inspection. It includes many tables and figures giving important data for proper installation. Careful adherence to this standard by the home owner and installation crew, and consultation with a registered engineer in those unusual circumstances it does not cover, will help ensure the home owner of a well-built, safe, and affordable home for many years to come. 1.3 Preinstallation considerations Prior to locating or relocating a manufactured home, the authority having jurisdiction shall be contacted for installation procedures. Some jurisdictions require licensed or registered installers. Many jurisdictions require permits to be obtained prior to the installation of such items as blocking, anchoring, and electrical and sewer or water connections or both. Inspections will be required in conjunction with permits to help ensure a correct and safe installation of the manufactured home, with notification to the jurisdiction at different times during the installation. For private property, Installation zoning or development covenants may apply and should also be taken into consideration. 1.3.1 Alterations Prior to altering a home, i.e., modifying the electrical, plumbing, or heating or cooling systems; addjng a room, carport, or garage; or making major repairs such as replacing a roof, be sure to contact the authority having jurisdiction. A plan approval and permit may be required. 1.3.2 Safety Only trained crews should install the home. Installers should follow the safety instructions provided in this standard. 2 1.3.3 Support Manufactured homes weigh several tons. Installers should use enough temporary blocking to support the home during installation. No one should be allowed under the home unless it is securely in place, even if it is not moving. 1.4 Consumer information card The distributor or dealer of the manufactured home shall fill out the consumer information card and return it to the home's manufacturer, so that the consumer may be notified of revised instructions or new products. 2 Definitions accessory building or structure, manufactured home: A building or structure that is an addition to or supplements the facilities provided by a manufactured home. Examples are: awnings, garages, storage structures, carports, fences, windbreaks, or porches. anchoring equipment: Straps, cables, turnbuckles, and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. anchoring system: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the overturning of the home or sideways movement caused by wind. approved: Acceptable to, the authority having jurisdiction. NOTE — NCS8CS and ANSI do not approve, inspect, or certify any installations, procedures, equipment, or material, nor do they approve or evaluate testing laboratories. In determining the acceptability of installations or procedures, equipment, or materials, the authority having jurisdiction may base acceptance on compliance with NCSBCS/ANSI or other appropriate standards. In the absence of such standards, said authority may require evidence of proper installation, procedure, or use. The authority having jurisdiction may also refer to the listing or labeling practices of an organization concerned with product evaluations that is in a position to determine compliance with appropriate standards for current production of listed items. authority having jurisdiction: The organization, office, or individual responsible for approving plans, equipment, an installation, or an alteration procedure. awning: A shade structure supported by posts or columns and entirely or partially supported by a manufactured home installed, erected, or used on a manufactured home site. baling: A method of "wrapping" a cross section (roof, walls, and floor) and the main frame (chassis) of a manufactured home with straps. cabana: A room enclosure erected or constructed adjacent to a manufactured home for residential use by the occupant of the manufactured home. carport: An awning or shade structure for a vehicles) that is freestanding and not attached to a manufactured home. construction alteration: The replacement, addition, modification, or removal of any equipment or installation that may affect the originally approved design of construction, plumbing, heating, cooling, fuel -burning, or electrical systems. diagonal tie: A tie intended to resist horizontal or shear forces and to resist vertical, uplift, and overturning forces. dwelling unit: One or more habitable rooms that are designed to be occupied by one family, with facilities for living, sleeping, cooking, eating, and sanitation. frame, main: That part of the structural system that is normally used to transmit accumulative design loads to the support system. footing: That part of the support system that sits directly on the ground at, below, or partly below grade to support the piers. foundation, manufactured home: A site -built or site -assembled system of stabilizing devices that is: NCSBCS/ANSI A225.1 — Capable of transferring design dead Toads and lateral and vertical live loads, as required by the Manufactured Home Procedural and Enforcement Regulations, and other design Toads unique to local home sites that result from wind, seismic, and water conditions, or that are imposed by or upon the structure, into the underlying soil or bedrock without failure; -- Placed at an adequate depth, or otherwise adequately designed, to prevent frost damage in areas that are susceptible to frost; — Constructed of materials acceptable to the authority having jurisdiction. garage: A freestanding structure located on a manufactured home site and designed for the storage of motor vehicles. gas supply connector, manufactured home: A listed connector designed for connecting the manufactured home to the gas supply source. ground anchor: A device placed at the manufactured home stand designed to transfer home anchoring loads to the ground. habitable room: A room or enclosed floor space arranged for living, eating, food preparation, or sleeping purposes, not including bathrooms, toilet compartments, laundries, pantries, foyers, hallways, and other accessory spaces. installation: Assembly, at the site of occupancy, of all portions of_ the manufactured home, connection of the home to existing utility connections, and installation of support or anchoring systems. installation alteration: The replacement, addition, modification, or removal of any components of the required ground support or ground anchoring systems. Installation instructions: Instructions provided by the manufacturer, which accompany each manufactured home and detail the manufacturer's requirements for ground support, anchoring systems, and other work completed 3 NCSBCSIANSI A225.1 on site. labeled: Equipment or materials to which has been 'attached a label, symbol, or other identifying mark of an organization that is acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of labeled equipment or materials; and that provides labels, the use of which indicates a manufacturer's compliance with appropriate standards or performance in a specified manner. listed: Equipment or materials included in a list that is published by an organization acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have been tested and found suitable for use in a specified manner. NOTE — The means for identifying listed equipment may vary among organizations that are concerned with product evaluation, some of which do not recognize equipment as fisted unless it is also labeled. The authority having jurisdiction should use the system employed by the listing organization to identify a listed product. manufactured home: A structure, transportable in one or more sections that, in its traveling mode, is 8 body feet or more in width or 40 body feet or more in length, or, when erected on site, is 320 or more square feet; that is built on a permanent chassis; that is designed to be used as a dwelling; that may or may not have a permanent foundation; that is connected to the required utilities; and that contains the plumbing, •heating, air conditioning, and electrical systems; except that such term shall include any structure that meets the size requirements and for which the manufacturer has voluntarily filed a certification required by the Secretary of HUD; and that complies with the MHCSS. NOTE — This definition should not be interpreted to include any types of recreational vehicles (including so-called "park models" or travel trailers) that may equal or exceed the body length or width 4 specified herein. noncompliance: Failure of a manufactured home to comply with the MHCSS that does not constitute a defect, serious defect, or imminent safety hazard. pier: That portion of the support system between the footing and the manufactured home, exclusive of shims. Types of piers include, but are not limited to, the following: — manufactured steel stands; — pressure -treated wood; — manufactured concrete stands; — concrete blocks. porch: An outside walking area with a floor that is elevated more than 8 inches above grade. remade: Any freestanding roof or shade structure installed or erected above a manufactured home or any portion thereof. shall: Indicates a mandatory requirement. should: Indicates a recommendation or that which is advised but not required. site, manufactured home: A designated parcel of land designed for the accommodation of one manufactured home, its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. skirting: A weather -resistant material used to enclose the space (min the bottom of the manufactured home to grade. stabilizing devices: All components of the anchoring and support systems, such as piers, footings, ties, anchoring equipment, ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. stand, manufactured home: That area of a manufactured home site that has been reserved for the placement of a manufactured home. structure: That which is built or constructed, an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner. support system: A combination of footings, piers, and shims that will, when properly installed, support the manufactured home. tie: See anchoring equipment. utility connections: The connection of the manufactured home to existing utilities that include, but are not limited to, electricity, water, sewer, gas, or fuel oil. vertical tie: A tie intended to resist uplifting and overturning forces. 3 Site preparation 3.1 Location and layout 3,1.1 Use of zone maps A home is designed for certain weather conditions and roof loads (see zone maps near main electrical panel and in figures 3-1(a), (b), and (c)]. Do not site or relocate a home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. 3.1.2 Access for transporter Before attempting to move a home, ensure that the transportation equipment and home can be routed to the installation site. Special transportation permits may be required from state, county, or city officials. 3.1.3 Encroachments and setback distances Local laws regarding encroachments in streets, yards, and courts shall be obeyed, and permissible setback distances from property lines and public roads shall be met. 3.1.4 Fire separation distance The distance a home must be sited from other structures depends on its fire resistance rating and on local requirements. Contact the home's manufacturer or the inspection agency identified on the data plate for fire -resistance rating NCSBCS/ANSI A225.1 information. 3.1.5 Issuance of permits Ensure that all necessary local permits have been obtained and fees paid. 3.2 Soil conditions 3.2.1 Requirements To help prevent settling or sagging, site the home on firm, undisturbed soil or fill compacted to at least 90 percent of its maximum relative density. Installation on loose, uncompacted fill may invalidate the home's limited warranty. 3.2.2 Bearing capacity Test the bearing capacity of the soil in accordance with 3.2.3 before designing the foundation. If the soil cannot be tested, but its type can be identified, use the foundation bearing pressures shown in table 3-1 as a guide. If you cannot identify the soil, use a bearing capacity of 1,000 pounds per square foot. Under unusual conditions, or if the soil appears to be composed of peat or uncompacted fill, consult a local geologist, engineer, or architect. 3.2.3 Soil -bearing testing methods and equipment Use a pocket penetrometer or other methods acceptable to the local jurisdiction having authority. 3.3 Removal of organic material Removal of all decayable material, such as grass, roots, twigs, and wood scraps, from beneath the home is required in areas where footings are to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the immediate vicinity of the home site to prevent windstorm damage. 5 NCSBCS/ANSI A225.1 3.4 Drainage 3.4.1 Purpose Proper drainage prevents water build-up under the home, which may cause shifting or settling of the foundation, dampness in the home, damage to siding and bottom board, buckling of walls and floors, and problems with the operation of doors and windows. 3.4.2 Elimination of depressions Grade the home site to permit water to drain from under the home (see figure 3-2). 3.4.3 Drainage structures Depending on the local landscape, ditches and culverts may be needed to drain surface runoff. If so, consult a registered engineer. 3.4.4 Gutters and downspouts When gutters and downspouts are installed, direct the run off away from the home. 3.5.1 Vapor retarder If the space under the home is to be enclosed with skirting or other material, a vapor retarder that keeps ground moisture out of the home shall be installed . 3.5 +e ► ttSi.f 'o cover Use a minimum of slx-mft polyethylene sheeting or Its equivalent. 5.3 ;llns'ltttti Cover the entire area under the home with the sheeting and overlap it at least 12 inches at all joints. Where soil and frost conditions permit placement of footings at grade level, place the sheeting directly beneath the footings. 4 Foundations NOTE — This section only covers foundations. Installation procedures and methods for securing the home to its foundations are discussed in 5. 4 1 Pier 4.1.1 Importance Proper pier installation is the most important part of home installation. incorrect size, location, or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter as required. Failure to do so may lead to sagging floors, walls, and roofs (see 4.1.5.3). 4.1.2 Acceptable types Piers may be concrete blocks, pressure -treated wood having 0.60 retention in accordance with American Wood Preservers Association (AWPA) C22 Standard, or adjustable metal or concrete piers (see figure 4-1). Manufactured piers shall be listed or labeled for the required Toad capacity. 4.1.3 Design requirements 4.1.3.1 Load -bearing capacity The load that each pier must carry depends on such factors as the dimensions of the home, the roof live load, the spacing of the piers, and the way the piers are used to support the home. Center beam/marriage wall blocking is required for multisection homes. See tables 4-1 and 4-2 for pier capacities. These tables shall be used when the manufacturer's Installation..instructions are not available. Manufactured piers must be rated at least to these capacities, and locally constructed piers must be designed to transmit these loads safely (see 4.1.3.2). 4.1,3.2 Configuration Figure 4-1 shows the recommended arrangement of concrete block piers constructed on site. Load -bearing (not decorative) concrete blocks should have dimensions of at least 8 inches x 8 inches x 16 inches. They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side by side, each layer should be at right angles to the previous one (see figure 4-1). Cap hollow block piers as shown in figure 4-1 to distribute the structural load evenly across them. Caps may be of solid masonry of at least 4 inches nominal thickness or hardwood at least 2 inches nominal thickness, or of steel (see figure 4-1). All caps shall be of the same length and width as the piers upon which they rest. Avoid using plywood, as it may lead to unwanted settling. Use 4-inch x 6-inch hardwood shims to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (see figure 4-1). Drive them in tightly so that they do riot occupy more than 1 inch of vertical space. Use hardwood plates no thicker than 2 inches to fill in any remaining vertical gaps. Select manufactured pier heights so that the adjustable risers do not extend more than 3 inches when finally positioned. All piers must rest on footings (see 4.2) that extend below the frost fine (see 4.2.2 for exceptions to placement) and are placed on either undisturbed soil or compacted fill. 4.1.3.3 Clearance under homes A minimum clearance of 12 inches shall be maintained beneath the lowest member of the main frame (I-beam or channel beam) in the area of utility connections. No more than 25 percent of the lowest member of the main frame of the home shall be less than 12 inches above grade. 4.1.4 Design procedures 4.1.4,1 Piers less than 36 inches high Piers less than 36 inches high may be constructed of single, open, or closed -cell concrete blocks, 8 inches x 8 inches x 16 inches. Install them so that the long sides are at right angles to the supported I-beam (see figure 4-1). Position open cells at right angles to the footers. Horizontal offsets should not exceed 1/2 inch top to bottom. Mortar will not normally be required. Manufactured piers NCSBCS/ANSI A225.1 should be listed and labeled. 4.1.4.2 Piers 36 Inches to BO Inches high and corner piers Construct all piers between 36 inches and 80 inches high and all corner piers over three blocks high out of double, interlocked concrete blocks (see figure 4-1). Mortar will not normally be required. 4.1.4,3 Piers over 80 Inches high Where permitted by local codes, lay blocks in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, piers over 80 inches high shall be designed by a registered engineer. 4.1.4.4 Elevated homes When more than one-fourth of the area of a home is installed so that the bottom of the main-frame members are more than 3 feet above ground level, the home stabilizing devices shall be designed by a qualified engineer and be approved prior to installation by the authority having jurisdiction. 4.1.5 Location and spacing The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, the type of construction (single - or muttisection), and such other factors as the location of doors or other openings. In general, locate piers no more than 2 feet from either end and not more than 8 feet center -to -center under the main rails. 4.1.5.1 Single -section homes Figure 4-2 shows the recommended location and spacing of piers for a single -section home when the manufacturer's installation instructions are not available. 4.1.5.2 Multisection homes Figure 4-3 shows the recommended location and spacing of piers for a multisection home when the manufacturer's installation instructions 7 -NCSECS/ANSI A2 5.1 are not available. 4.1.5.3 Perimeter blocking Place piers on both sides of side wall exterior doors and any other side wall openings greater than 4 feet (such as entry and sliding glass doors); under porch posts, fireplaces, and wood stoves; and under the locations where heavy pieces of furniture, such as pianos, organs, waterbeds, etc., are expected to be placed. 4.2 Footings Footings shall be placed a minimum of 4 Inches below grade in undisturbed soil. Support every pier with a properly designed footing (see 4.2.1.1). 4.2.1 Acceptable types of footings 4.2.1.1 Concrete Footings may . consist . of precast or poured -in -place concrete, ; pads, slabs, or ribbons at least 3 1/2-inches thick, with a 28-day compressive strength of at least 3,000 pounds per square inch. 4,2.1.2 Pressure -treated permanent wood Two layers of nominal 2-inch thick pressure -treated wood having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first, may also be used. 4.2.1.3 Other materials Other materials approved for footings may be used when approved by local authorities if they provide equal Toad -bearing capacity and resistance to 'decay. Examples include: - 1/2 inch maximum crushed stone; - 3/8 inch or 3/4 inch graduated gravel; - coarse sand, with grains no smaller than 1/16 inch, placed so it provides a soil -bearing capacity of al least 3,000 pounds per square foot. 8 4.2.2 Placement in freezing climates 4.2.2.1 Conventional footings In areas subject to ground frost heave, place footings below the frost line. Consult local. authorities to determine the depth of the frost line. In the absence of a local code, use the frost penetration map provided in figure 4-4 as a guide. 4.2.2.2 Floating slab systems When properly designed by a registered professional engineer, a "floating slab system" may be used above the frost line. The design shall accommodate the anchorage requirements identified in 5. 4.2.2.3 Insulated foundations. Footings may also be placed above the frost line when the home Is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the so.il under or adjacent to every load -bearing component of the foundation and acceptable for this purpose to the authority having Jurisdiction. Useful design guidelines may be found in the references found in Annex F. Insulation systems should be compatible with the requirement to cross -ventilate the entire space under the home. 4.2.3 Proper sizing of footings Proper sizing of footings depends upon the toad -carrying capacity of both the piers and the soil. See table 4-3 for recommended footing sizes. 4.3 Permanent foundations Check local building codes and regulations and consult a registered engineer when the home is to be sited on a permanent foundation (such as a full basement, crawl space, or load -bearing perimeter foundation). To obtain a permanent foundation design that meets most local codes, write to the manufacturer of the home. Useful ideas and design guidelines can also be found in reference publications, such as those listed in Annex F. 4.4 Special considerations Also see 5.5.3. 4.4.1 Areas prone to flooding Special elevations and anchoring techniques are required when locating a home in an area prone to flooding. Consult an engineer and the local building official to make sure that home design and construction conform to applicable federal, state, and local codes and regulations. The Federal Emergency Management Agency (FEMA) publication listed in Annex F contains design and construction recommendations for elevated foundations as well as for connections and anchoring systems that will allow the foundation system to resist flood forces. 4.4.2 Severe wind areas Special foundation and anchoring techniques are required when locating a home in a severe wind area is unavoidable. Consult a registered engineer. The HUD foundations design guide listed in Annex F contains recommendations for designing foundations and anchoring systems. Do not place the home in a more, severe wind zone than the one indicated on the data plate posted in the home. 4.4.3 Special snow load conditions Homes designed for and located in heavy snowfall areas or that are subjected to other extreme loading conditions may require special piers or footings. Check with the local authority having jurisdiction. 4.5 Important reference documents See Annex F. 5 Installation procedures 5.1 Moving manufactured home to location The following items shall be completed or verified before placing the manufactured home: - The site is properly prepared (see 3). - All footing work necessary for setting the NCSBCS/ANSI A225.1 home Is completed. - Utilities are available. - Any trenching, for crossover drain lines for wheels that will be left in place, is complete. or - Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders), are in their proper locations. CAUTION: The home weighs several tons. Use adequate temporary support blocking to safeguard workers. 5.2 Positioning home The home shall be installed and leveled by qualified installation personnel who are acceptable to the authority having jurisdiction. 5.3 Interconnection of multisection homes The following items shall be completed during the interconnection of multisection homes when the manufacturer's installation instructions are not available. - Provide an air infiltration barrier on the mating edges of the floor, end walls, and ceilings. - Fasten the roof at the ridge with #10 x fl- inch wood screws, at a minimum, at 12-inch, on -center, staggered intervals. Secure end walls with #10 x 4-inch wood screws, at a minimum, at 6-inch, on -center, staggered intervals. Fasten floors together at the mating line with #10 x 4-inch wood screws, at a minimum, at 12-inch, on -center, staggered intervals. - Mating walls shall be firestopped in accordance with the MHCSS. 9 NCSBCS/ANSi A225.1 ' Types Of Foundation Systems — Main Components Piers —Ground anchors: The manufactured home rests on piers of concrete block; formed -in -place concrete; permanent wood; or steel pedestals on permanent wood, crushed stone, or concrete footers. The ground anchors in the soil are angled to the resist straps or embedded in dead -men in the soil. Straps are tied to the frame, with or without over -the -top straps. Concrete slab or continuous footings: The manufactured home rests on a concrete slab or ribbons of concrete. The straps are tied between the frame and the perimeter footers or concrete slab. Plle/post system: The manufactured home., rests on piles or posts placed sufficiently deep in the ground to resist all wind, snow, and earthquake forces. Straps fasten tha.home to the piles or posts or to caps placed thereon. Concrete, concrete block, or wood - foundation, Toad -bearing, perimeter walls: The manufactured home rests on exterior load -bearing walls that sit on concrete or gravel footings. Straps fasten the home to the walls to resist all external forces. 5.4 Cross -over connections for multisection manufactured homes 5.4.1 Utility cross-overs Connect water, drainage, gas, electricity, and telephone utility cross-overs. The correct procedures are outlined in 8. 5.4.2 Duct -work cross-overs. Clamp the flexible air conditioning or heating ducts or both to the sleeves projecting through the bottom covering, seal the ducts' adjustable collars with several wrappings of duct tape, and suspend/support them above the ground (see figure 5-1). 10 5.5 Anchoring instructions After blocking and leveling, the installer should . secure the manufactured home against the wind, unless the jurisdiction permits otherwise. The type of installation is the determining factor in deciding how this should be done, as is described in the following sections. 5.5.1 Normal installations Table 5-1 summarizes and defines the types of normal installations. The pier -and -ground - anchor system, as provided in this standard, is most common. When using another type of installation, consult a registered engineer. NOTE — The anchoring or foundation system shall be capable of meeting the loads required by the MHCSS. 5.5.1.1 Number and location of anchors Select the number and location of straps and anchors from the chart and diagram in figure 5-2. Use either the single- or the double -strap method. Use only approved ground' anchors capable of resisting at least the minimum loads given In the chart for the method selected. 5.5.1.2 Installation of anchors The following is one example: install the anchors at the locations selected from figure 5-2 when the home manufacturer's installation instructions are not available. Follow the anchor manufacturer's instructions. Use single -headed anchors at all "frame -tie -only" locations when using the single -strap method, and double -headed anchors when employing the double -strap method. install single- or double -headed anchors at all over -the -roof -tie locations. When using a single strap, line up the shaft of each anchor with its strap (see figure 5-3). When connecting more than one strap to a single anchor, line the shaft of the anchor with the results achieved by calculating the combined forces (see figures 5.4). The ground anchors must be sized for the direction of the load and the type of soil. (See figures 5.3 and 5.4 for additional information on the Installation of anchors and tiedowns.) 5.5.2 Over -the -roof straps If over -the -roof straps are provided with the home, they must be reinstalled. 5.5.3 Severe climatic conditions 5.5.3.1 Freezing climates Be sure anchor augers are installed below the frost line. During periods of frost heave, be prepared to lessen tension on the straps. 5.5.3.2 Severe wind zones Before a home is installed in a severe wind zone or Is located within 1,500 feet of a coastline in Wind Zones II or III, seek the advice of an engineer. Have engineered drawings showing foundation, connection, and anchorage details approved by local authorities. Design guidelines may be found in HUD's permanent foundations guidebook referenced in Annex F. Homes destined for severe wind areas in Zone I shall be designed and installed for Zone li conditions (see figure 3-1). 5.5.3.3 Areas prone to flooding Foundation considerations are discussed in 4.4.1 and the FEMA document referenced in Annex F. Unconventional anchorage and tie -downs often are needed in designing and constructing the special elevated foundations required in areas prone to flooding. Consult an engineer and the local building official for guidance. 5.6 installation of on-slte structures Design ail buildings and structures to support all of their own live and dead Toads. Provide fire separation, as state or local ordinances require, for occupancy. 5.6.1 Expanding rooms Install expanding rooms in accordance with the manufacturer's instructions. When the manufacturer's instructions are not available, perimeter blocking shall be installed in accordance with table 4-1; ground anchors shall be installed in accordance with figure 5-2. NCSBCS/ANSI A225.1 5.6.2 Garages and carports A garage or carport must be installed according to the manufacturer's instructions and to all applicable local codes. The garage or carport must be supported independently of the factory -built portion of the manufactured home. Electrical circuits in a garage shall be provided with ground -fault circuit protection. 5.6.3 Porches Site -constructed porches must be constructed and inspected according to applicable building codes, 5.6.4 Steps, stairways, and landings Steps, stairways, and landings must be constructed and inspected according to applicable building codes. 6 Installation of optional features NOTE - Where applicable, and d specific to manufacturer's product. 6.1 Hinged roofs and eaves If the home has a hinged roof or eave(s), caution must be taken. 6.1.1 Moving the home Plan to move the home without dismantling it, if possible. 6.1.2 Hinged roofs or eaves If a hinged roof or eave must be dismantled, obtain professional assistance to ensure that no damage is done in the process. 6.1.3 Reinstalling dismantled roofs or eaves When reinstalling dismantled roofs or eaves, particular care should be taken to ensure that all vent stacks, furnaces, water heaters, ventilation systems, fireplaces, and wood stoves are properly installed in accordance with listed appliance manufacturers' instructions. 11 NCSBCS/ANSI A225.1 6.2 Garden and bay windows If the home is supplied with a garden or bay window that was dismantled or removed for transportation, it must be reinstalled to resist the elements and be supported as required. 6.3 Awnings and ramadas Choose only freestanding products with support columns. 6.4 Miscellaneous lights and fixtures Some exterior tights, ceiling fans and chain -hung fixtures may not yet be installed when the home is delivered. All of these fixtures must be grounded by a fixture -grounding screw or by a fixture -grounding wire. For chain -hung fixtures, use both of these methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the corbustible surface exposed between the fixture canopy and, the wiring outlet box. If.. siding _ has not been installed at a fixture location, remove the outlet box and install the. siding with a hole for the outlet box. Then reinstall the outlet box and proceed as for other fixtures, which shall be installed according to their listings. 6.4.1 Exterior lights Remove the junction box covers and make wire -to -wire connections, using wire nuts. General practice is to connect wires black -to - black, white -to -white, and ground -to -ground. Push the wires Into the box and secure the Tight fixture to the junction box. Caulk around the base of the light fixture to ensure a water -tight seal to the side wall. Install the light bulb and attach the globe, as in figure 6-1. 6.4.2 Ceiling fans To reduce the risk of injury, install ceiling fans with the trailing edges of the blades at least 6 feet 4 inches above the floor. Connect the wiring, as shown in figure 6-2, and follow the manufacturer's instructions, as In shown in figure 6-2. 12 6.5 Ventilation options Follow the component manufacturer's instructions (see, for example, figure 6-3.) 6.6 Optional panels, siding, and moulding If the home Is equipped with optional panels, siding, or moulding, refer to figure 6-4 for the proper installation procedures. 6.7 Exterior coverings Install exterior coverings (stucco, plywood, vinyl, or hardboard exterior siding; shingled or tiled roofs; etc.) according to the product manufacturer's instructions. Do not cover the home's label (the "HUD" label) when applying any exterior coverings. Skirting, if Used, shall be of durable materials suitable for exterior exposures. Skirting must not be .attacyhed, in a manner that can cause water to be trapped between the siding br' trim to which it is attached. The, skirting should be recessed under the siding or trim. Most !Coal codes do not permit wood, including lumber and all wood siding used for skirting, to be used within 6 inches of the ground unless it Is pressure treated to prevent decay and termite infestations. Ventilation shall be provided for the crawl space at a minimum of one square foot of tree area for every 150 square feet of the home's floor area. Ventilation openings shall be placed at or near each corner of the home and as high as practicable. Openings . shall be located to provide cross -ventilation on at least two opposite sides. Except in arid regions with dry soil conditions, a uniform 6-mil polyethylene sheet material or other acceptable vapor barrier material should be installed on the ground surface beneath the home to further reduce moisture. Where an acceptable ground vapor barrier is installed and one such ventilation opening is within 3 feet of each corner of the home, the total area of ventilation openings may be reduced to one square foot for every 1,500 square feet of the home's floor area. Where local codes have minimum ventilation requirements for crawl spaces, these requirements shall apply to homes with skirting and continuous foundations. Access opening(s) not less than 18 inches in any dimension and not Tess than three square feet in area shall be provided and shall be located so that any water supply and sewer drain connections located under the home are accessible for inspections. Dryer vents, air conditioning condensation drains, and combustion air inlets must pass through the skirting to the outside. 6.9 Telephone and cable TV CAUTION: Careless installation of telephone and cable television lines, may be hazardous. Failure to follow these instructions,,may result in serious personal injury; or death. The walls and floors of ,the home,,cortta4rt; electrical ,circuits, plumbing, and duct work. Avoid contact with these systems when,;drilUng,through and placing cables ;within these, cavities. Only trained professionals should handle such work 6.10 Joints and seams Where appropriate, weatherproof all joints and seams that were disturbed during relocation of the home. 7 Preparation of appliances 7.1 Clothes dryer vent The clothes dryer must exhaust to the exterior of the home, or beyond any perimeter. 'skirting installed around it, as, shown in ' figure . 7-1. IMPORTANT:. Do NOT let the exhaust system end under the home, whereexcess moisture or flammable material can accumulate: (Follow the dryer manufacturer's instructions for installing the exhaust system.) 7.2 Comfort cooling systems IMPORTANT: Before installing a comfort cooling system, check the home's data plate to assure that the home has been designed for NCSBCS/ANSI A225.1 the installation of central air conditioning. Only qualified personnel may install a comfort cooling system not provided with the home. Follow the product manufacturer's installation instructions and conform to all local codes. 7.2.1 Air conditioners An Installed central air conditioning system must not exceed the rating shown on the home's compliance certificate. The home's electrical distribution panel may contain optional factory -installed circuits for air conditioning. The maximum full -load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. IMPORTANT: Electrical circuits within the .home may not have been sized for the additional load of non -factory. -installed air conditioning, and a separate, outside electrical. supply may have to be provided. lrt,,OnditiQQning,, units mush be compatible and listed for use with the fumace in the home. Follow the air conditioner manufactuet``s instructions. Direct all condensation, ,beyond the., perimeter of the home by means specified by the equipment manufacturer. 7.2.2 Heat pumps install heat pumps according to the heat pump manufacturer's instructions. 7.2.3 Evaporative coolers Install a roof -mounted cooler by following the appliance manufacturer's instructions. Before installing a roof -mounted cooler, be sure that the roof will support the weight of the cooler. A rigid base must be provided to evenly distribute the cooler's weight over several rafters. 7.3 Fireplace and wood -stove chimneys end air Inlets Fireplaces and wood stoves require on -site installation of additional section(s) of approved, listed chimney pipe, a spark arrestor, and a rain - cap assembly (see figure 7-2.). Fireplace and wood -stove chimneys and air inlets shall be 13 NCSBCS/ANSI A2251 installed in accordance with their listings. All fireplaces and wood stoves installed shall be listed for use In manufactured housing. For field installation, approval trom the manufacturer and the authority having jurisdiction shall be required to ensure compliance with the required standards. 7.3.1 Minimum extensions above roof To ensure sufficient draft for proper operation, extend the finished chimney at least 3 feet above the highest point at which it penetrates the roof and at least 2 feet higher than any building or other obstruction located within a horizontal distance of 10 feet. If there are obstructions on the site that extend higher than the home's roof peak and are within 10 feet of the chimney, the installer may have to provide an additional section of chimney pipe, if required to do so by local codes. 7.3.2 Required, components The required components of a correctly -installed chimney ire as`shown In figure'7-2.' 7.3.3 Combustion air duct inlets Combustion air-intake ducts end_,just below the bottom covering of the floor. The ducts must be extended to the outside when the home has a basement or crawispace. If the added ducts are not supplied, they may be purchased at a hardware store. The fireplace manufacturer's instructions for installing combustion alr ducts can be found in the fireplace/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth to the area beneath the home. Locate the inlet damper above the expected snow level, as shown in figure 7-2. 7.4 Range, cook -top, and oven venting IMPORTANT: if the home is equipped with a combination range (cook-top)/grill or oven that contains its own exhaust system, - the vent must exhaust to the exterior of the home. If perimeter skirting is installed, the vent must exhaust through the skirting. 14 8 Utility -system connection and testing 8.1 Proper procedures Consult local, county, or state authorities before connecting any utilities. Only qualified service personnel, familiar with local codes and licensed where required, should make utility connections and conduct tests. 8.2 Water supply 8.2.1 Maximum supply pressure and reduction The water systems of the home were designed tor a maximum inlet pressure of 80 pounds per square inch. IMPORTANT: If the home is located in a water district where the local water supply pressure exceeds 80 pounds per square inch, install a pressure -reducing valve. 8.2.2 Connection procedures 8.2.2.2 Mandatoryshut-off valve Install an accessiple shut-off halve Ibetweer the water supply and the inlet, as shown in figure 8-1. It must be a full -flow gate or ball valve. 8.2.2.3 Crossovers Multisection homes with plumbing in both sections require water -line cross -connections, as shown in figure 8-2. Remove the shipping caps from the water lines and Install the cross -over connectors provided with the home. If freezing could occur, wrap water connectors with insulation. 8.2,3 Freezing protection 8.2.3.1 Necessity In areas subjected to subfreezing temperatures, protect exposed sections of water -supply piping, shut-off valves, pressure reducers, and pipes in water -heater compartments with uninsulated doors, from freezing. 8.2.3.2 Use of heat tapes Heat tapes (either automatic or nonautomatic) can protect exposed plumbing from freezing. CAUTION: In order to reduce the risk of fire, use only heat tapes listed by a nationally recognized testing .laboratory for use with manufactured homes, and install them only in accordance with the manufacturer's instructions. Plug the 3-wire, grounded cord set of the heat tape into the outlet located under the home near the water supply inlet (figure 8.1). 8.2.4 Testing procedures Even though the water system was tested at the factory, it shall be rechecked for leaks at the installation site. The test shall be made by subjecting the system to air or water at 100 pounds per square inch for 15 minutes without loss of pressure. 8.3 Drainage system 6.3.1 Assembly and support If portions of the drainage system were shipped loose when the home was relocated, reinstall them in accordance with the MHCSS, Part 3280.608. (see figure 8-3). 8-3.2 Proper slopes and connector sizes Drain lines must slope at least 1/4 inch fail per foot of run unless otherwise noted on the schematic diagram (see figure 8-4). EXCEPTION: 1/8-inch fall per foot is allowed when a clean -out is installed at the upper end of the run. Connect the main drain line to the site's sewer hook-up, using an approved elastomer coupler (figure 8-5). 8.3.3 Cross-overs Connect multisection-home, drainage -line cross- overs as shown in figure 8-6. 8.3.4 Testing procedures Even though the drainage system was tested at the factory, it shall be rechecked for leaks after installation at the site. This shall be accomplished by capping the water line, filling it with water, and holding it 15 minutes. NCSBCS/ANSI A225.1 8.4 Gas supply 8.4.1 Type of gas system furnished with home All gas -burning appliances, including the heating system, are equipped for either natural gas (NG) or liquified petroleum gas (LPG). A qualified service person must convert the appliances from one type of gas to the other, following the instructions provided by the manufacturer of each appliance. 8.4.2 Orifices and regulators IMPORTANT: Special orifices and regulators are required for specific gases. See the instructions accompanying each gas-burningappliance for modification instructions. Before making any connections to the site supply, check the Inlet orifices of all gas -burning appliances to ensure they are correctly set up ,for the type of gas to be supplied. Special attention should be given to homes sited at altitudes above 3,000 feet. 8.4.3 Proper supply pressure. IMPORTANT: The gas piping system in the home has been designed for a pressure that Is not to exceed. 14 Inches of water column (8 ounces or 1/2 pound per square inch). if gas from any supply source exceeds, or may exceed, this pressure, a regulator must be installed. To operate gas -burning appliances safely and efficiently, do not exceed the design pressure limitations. For NG systems, the incoming gas pressure should remain between 6 inches and 8 inches of water column. For LPG systems, the pressure should register between i 2 inches and 14 inches of water column. 8.4.4 Cross-overs A gas cross -over may need to be installed in muitisection homes. All cross -avers and fittings must be listed for exterior use and be of the same size as the main unit pipe. Do not use tools to connect or remove the flexible connector quick -disconnect. 15 NCSBCS/ANSI A225.1 8.4.5 Testing procedures Even though the gas system was tested at the factory;- it shall be retested for leaks at the installation site by qualified personnel (see 8.4.3). 8.4.6 Connection procedures Inspect gas-buming appliance vents to ensure that they have been connected to the appliance, and ensure that roof jacks are installed and have not come loose during transit. IMPORTANT: Have the gas system connected to the gas supply only by an authorized representative of the gas company. 8.4.7 Gas appliance start-up procedures One at a time, open each equipment shut-off valve, light pilot lights, and adjust burners according to each appliance manufacturer's instructions. IMPORTANT:, .Ensure that the water heater is flied with water before lighting the pilot light. Check the operation of the furnace and water heater thermostats and set them to the desired temperatures. 8.5 Heating oil systems Homes equipped with oil -burping furnaces must have their oil supply, tankage and piping installed on site. These items are not supplied by the manufacturer. Consult the oil -burning furnace manufacturer's instructions for proper pipe size and installation procedures. IMPORTANT: All oll,storage tanks and pipe installations must meet all applicable local regulations and should be made only by experienced, qualified personnel. 8.5.1 Tank installation requirements Unless the home is installed in a community with a centralized oil distribution system, an oil storage tank must be installed outside the home. Locate the tank where . it is accessible to service and supply and safe from fire and other hazards. 8.5.2. Leak test procedure Before operating the system, check for Teaks in 16 the tank and supply piping. Fill the tank to capacity with fuel and examine all joints in the system for leakage. 8.6 Electricity A large -enough power supply must be available at the site. An inadequate power supply may result in improper operation of, and possible damage to, motors and appliances. The current rating in amperes of the home can be found on the tag located outside, next to the feeder or service entrance, and also on the electrical distribution panel. 8.6.1 Description and rating of house wiring The home is designed for connection to an electrical wiring system rated at 120/240 volts AC. IMPORTANT; Proper and safe connection depends on the type of supply system with which the home is equipped. 8.6.2 Electrical equipment/ installations All electrical equipment and installations shall be designed, constructed, and Maintained in accordance with the apphcableprovisions orthe MHCSB, the"N" ational Fire Protection Association (NFPA) 70,the NationalEtectrical Code (NEC), or the local jurisdiction having authority, or all of the above. NCSBCSIANSI A225.1 Annex A (informative) Final Inspection Checklist This Annex is not part of the requirements of this document, but Is included for informational purposes only. Final inspection shall be made when the home installation (set-up) is complete. A checklist such as the one given below should be developed to ensure that no items have been overlooked and that work has been properly completed. 1 Water and drain systems Check to ensure that: - correct materials for water and drain lines have been used; - connections and splices are properly made; - supports are of correct material and are properly spaced; - necessary inspections and tests have been made; - water lines are protected from freezing when applicable; - proper scope has been maintained on drain lines. 2 Electrical systems Check to ensure that: - panel amperage matches connection to home; - electrical Inspections have been performed; connections between multisections are in accordance with the MHCSS and access covers are in place. 3 Gas/fuel oil systems Check to ensure that: - correct materials and fittings are used; - the pressure test has been conducted on the gas system; - the connection between multisections are in accordance with the MHCSS, with access as required. 4 Appliance function, operation, and venting Check to ensure that: - vent or chimney extensions shipped Loose on the home have been mounted and serviced in accordance with the manufacturer's instructions; - appliances and valves have been tested and are properly working; - venting of appliances under unit are in accordance with the MHCSS; - dryer is properly vented; - solid -fuel -burning fresh air intake is properly installed - temporary shipping blocks have been removed; - exhaust fan operation and air flow are correct. 5 Windows and doors Check to ensure that: - windows meet egress requirements and have operation instructions on them; 17 NCSSCS/ANSI A225.1 - doors function properly; - temporary shipping hardware has been removed from windows and doors. 6 Exterior of home Check: - for damage to under carriage or bottom board; - chassis, floor joists, or both for installation/transportation damage; - bottom board for rips or tears; - for damage to siding (cracks, breaks, holes, nail pops, etc.); - for damage to metal or composition roofs: - for holes or rips in metal roof; - shingles for damage and sealing; - drip edge or fascia damage. - rool openings for sealing (vents, stacks, etc.); - to ensure that when gutters and downspouts are installed, the water is diverted away from the home. 7 Interior of home Check: - for damage to floor coverings (vinyl, carpet); - for damage to wall finish (holes, cracks, nail pops, etc.); - for damage to ceiling finish (holes, cracks, nail pops, etc.); - for damage to interior trim (splits, cracks, nail pops, etc.); - multisection common areas for correct finishing. 18 8 Skirting Check to ensure that: - skirting used is in accordance with owner's specifications; - venting is in accordance with the manufacturer's specifications; - skirting is constructed to prevent frost movement in areas of where it occurs; - polyethylene ground cover is correctly installed. 9 Blocking/footings Check to ensure that: - footings are of proper size and construction for soil conditions; - spacing of piers is in accordance with the manufacturer's guidelines; - footing depth is below frost line; - foundation walls, if required, meet local codes, ordinances, or covenants; - pier construction meets manufacturer's specifications. 10 Anchoring Check to ensure that: - approved anchors are used; - correct number of anchors, straps, or both are used according to the manufacturer's instructions; - anchors are installed at correct angles and in accordance with the anchor manufacturer's listing for approval. 11 Miscellaneous Check to ensure that: - the smoke detectors) is operating r correctly; - construction seals (the "HUD Label") have not been damaged, removed, or covered by skirting; - installation/anchoring certificates, seals, or both have been Issued and installed if required; - data plate is intact and legible; - low -hanging tree branches and bushes have been trimmed. All transit and installation damage is required to be reported to the manufacturer if the home is a new unit. Check with local authorities having jurisdiction prior to installation for code requirements and permits/inspections required. NCSBCS/ANSI A225,1 19 CSSCS/1 t8t" A2 S i Annex B (informative) Barrier -free Design.Aspects for the Physically Handicapped (Exterior Only) This Annex Is not part of the requirements of this document, but Is included for informational purposes only. 1 General The following are offered as guidelines to providing basic barrier -free design features in manufactured home communities to the extent considered desirable or needed by the operators to facilitate use by the physically handicapped. The Annex material represents informational material only and does not constitute a part of the mandatory provisions of this standard. NOTE 1 - Dimensions herein we,.in V $., units only, as they are advisory. 4 Y NOTE 2 - This is a developing technology, and data 'herein should - A checked`'wuh the latest guide from recognized•authorities. 2 Walks Walks should be 42 inches wide. If the slope of a walk is greater than 5 percent (1-inch rise in a 20-inch run), a handrail should be provided. The slope of a walk should not exceed 8.33 percent (1-inch rise in a 12-inch run). Walks should have a continuous common surface, not Interrupted by steps or abrupt changes in level greater than 1/2 inch. Where walks cross driveways or parking lots, they should blend to a common level by means of curb cuts, ramps, or other means. Curb cuts should have a textured, nonslip surface (such as broom -finished concrete). Walks should be provided with a level area no less than 5 feet x 5 feet where they terminate at doors. In no case should such walks extend less than 1 fool beyond the side from which the door opens. 20 3 Ramps Ramps should not have a slope greater than 1 foot within 12 feet (or 8.33 percent) and should be no less than 4 feet in clear width. Ramps should be structurally designed to carry a minimum live load of 100 pounds per square foot when freestanding. If the ramp slope is greater than 5 percent and there is no drop-off, one handrail should be provided. Where a ramp drops off on one or both sides, handrails should be required on both sides of the ramp. Handrails should be 32 inches in height, measured from the surface of the ramp and extended 1 toot beyond the top and bottom of Me, ramp or turn at right angles. The ramp should 'have a nonslip surface. Each ramp, should have a level platform at the top that is at least 5 feet x 5 feet and this platform should extend at .least 1 foot on the side from which a door opens.' Each ramp should have at least 5 feet of straight, level clearance at the bottom. Straight -run ramps should have, at' a minimum, 3-feet-long intermediate -level plat- forms at intervals of 30 feet for purposes of rest and safety, and wherever they turn should have level platforms that should be at least as wide as the ramp and 5 feet long (deep). 4 Doors and doorways:, Each exterior and interior door should have a clear opening of no less than 32 inches when the door is open. Such a door should be operable by a `'single effort with one hand. The distance between two doors (e.g., outer and Inner) should be a minimum of 6 1/2 feet. The floor on the inside and outside of each such double doorway should be level and clear for a distance of 5 feet from the door and should extend 1 foot beyond the side from which the door opens. The bottom rail of narrow, stile -framed glass doors should have a minimum height of 7 1/2 inches. Exterior thresholds should be level, with a maximum edge height of 3/4 inch. interior thresholds should be flush with the floor or leveled at not more than 5 percent slope, with a maximum edge height of 1/2 inch. Where door closures are used, the pressure to open a door should not exceed a maximum of 15 pounds. (The lightest possible door pressure for use by the disabled is preferred.) 5 Outside stairs Outside stairs should not have abrupt (square) nosing; a 1-inch-diameter, rounded nosing is desirable. Stairs should have at least one continuous handrail, 21 Inches in height, measured from the tread at the face of the riser. The handrail should extend at least 18 inches beyond the top step and beyond the bottom step or turn at right angles. Care should be taken that the extension of the handrails is not in itself a hazard, and the extensions should be made on the side of a continuing wall where available. 6 Other facilities for assistance to the physically challenged Special designs are available for such other facilities as listed herein for the convenience of physically challenged persons. These include: - Campsites; - Control devices for light, power, heat, ventilation, windows, draperies, doors, and similar devices; - Elevators; - Kitchen arrangements; - Swimming pool facilities; - Telephone; - Toilet compartments and toilet fixtures (including showers); - Water fountains. NCSBCS/ANSI A225.1 7 Available texts for further guidance are: "Barrier -free Site Design," available from the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402. This publication Is based on research and studies conducted by the American Society of Landscape Architects foundation under contract with the U.S. Department of Housing and Urban Development and Office of Policy Development and Research and was issued in April, 1975 (HUD-PDR-84). This publication also contains a helpful bibliography with additional data; "An Illustrated Handbook of the Handicapped Section of the North Carolina State Building Code," originally issued in 1974, with subsequent updates, is available from the North Carolina Department of insurance, P. O. Box 26387, Raleigh, NC 27611; "American National Standard for Accessible and Usable Buildings and Facilities and Usability for Physically Handicapped People," American National Standard A117.1, 1992. This standard applies to buildings, outdoor facilities, public walks, and residential structures and is available from the Council of American Building Officials (CABO), 5203 Leesburg Pike, #708, Falls Church, VA 22031; "Design for the Physically Handicapped; U.S. Department of the Army, Office of the Corps of Engineers, Washington, DC 20314; Public Law, P.L.-101-396, July, 1990; Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Final Guidelines; "Interim Guidelines for Building Occupant Protection from Tornadoes and Extreme Winds," TR-83A, January ,1980, Sections 1 and 2, Published by the Federal Emergency Management Agency (FEMA), Washington, DC. 21 Annex C (informative) SAMPLE Semple Checklist -tor Enforeermont Of etall This Annex is not part of the requirements of this document, but is included for informational purposes only. Owner. Address Manufacturer. Model fial #• Date of Mfr. "HUD" Label/State Label Number: Dealer Dealer # Installer Installer #: Local Building dial Inspection: Local Permits: INSTALLATION: Seals: Installation #: Anchor #: Instructions Used: Manufacturer. State: Support Footings: Type: —Size: - Piers: Materials: Spacing: Shims: LoVSoil Conditions Anchors: Spacing: Equipment Used: Equipment Approved: - Frame Removed: Permitted by Manufacturer. (prior to 11/89) Skirting: Foundation to Local Building Code. Support Locations According to Manufacturer: Type: Attachment to Home. Poly on Grade - Access Panel: UTILITIES: Water. Waste: Gas: Electric: Correct Materials/Fittings- Protected From Freezing - Support Spacing' Correct Materials/Fittings' Slope to Drain: Support Spacing' _ Main Sewer Connection (Gasketed): Correct Materials/FIttings: Pressure Test: Connection Between Halves ('HUD Code'): ("Pre -MUD -Code" homes only) Aluminum Wiring: Method Used to Eliminate or Reduce Danger; Supply Amps (matches panel in home). . DATA PLATE: Roof -zone Load: Heating Zone: Fumace: Original (yes/no); _ Gypsum Board Lined. Water Heater: Original (yes/no). Gypsum Board Lined. Dryer Original (yes/no) Range: Original (yes/no): MISCELLANEOUS: Fireplace: Yes/No/Model: Approved: Chimney: Fresh Air Intake: Venting: Skirting/Foundation. Roof and/or O.H.s Smoke Detectors. Alterations: � Approved: inspected: Comments' Date: Inspector _ _Time: Present During Inspection. MS8CS/A1481, A226.1 Annex D (informative) Suggested Acceptance Guidelines for "Pre -HUD -Code" (pre-MHCSS) Manufactured (mobile) Homes This Annex is not part of the requirements of this document, but Is Included for informational purposes only. "Pre -HUD -Code" homes are homes built prior to the MHCSS, 24 CFR 3280, which became effective on June 15, 1976, or homes built prior to the implementation of individual states' inspection and certification programs in accordance with ANSI Standard A119.1. Building officials or other regulatory agencies having jurisdiction over pre -code manufactured (mobile) homes may enforce, by ordinance or legislation, compliance with the following items prior to issuance of permits or certificates of occupancy. 1 Exits and egress windows 1.1 Egress windows The home has at least one egress window in each bedroom, or a window that meets the minimum specifications of MHCSS 3280.106 and 3280.404 for manufactured homes. These standards require the window to be at least 22 inches in the horizontal or vertical position in its least dimension and at least five square feet in area. The bottom of the window opening shall be no more than 36 inches above the floor, and the locks and latches and any window screen or storm window devices that need to be operated to permit exiting shall not be located more than 54 inches above the finished floor. 1.2 Exits The home is required to have two exterior exit doors, located remotely from each other, as required in MHCSS 3280.105. This standard requires that single -section homes have the doors no Tess than 12 feet, center -to -center, from each other, and multisection home doors no less than 20 feet center -to -center from each other when measured in a straight line, 24 regardless of the length of the path of travel between the doors. One of the required exit doors must be accessible from the doorway of each bedroom and no more than 35 (set away from any bedroom doorway. An exterior swing door shall have a 28-inch-wide x 74-inch-high clear opening and sliding glass doors shall have a 28- inch-wide by 72-inch-high clear opening. Each exterior door other than screen/storm doors shall have a key -operated lock that has a passage latch; locks shall not require the use of a key or special tool for operation from the inside of the home. 2 Flame spread 2.1 Walls, ceilings, and doors Walls and ceilings adjacent to or enclosing a furnace or water heater shall have an interior finish with a flame -spread rating not exceeding 25. Sealants and other trim materials 2 inches or less in width used to finish adjacent surfaces within these spaces are exempt- from this provision, provided all joints are supported by framing members or materials with a flame - spread rating of 25 or less. Combustible doors providing interior or exterior access to furnace and water heater spaces shall be covered with materials of limited combustibility (Le., 5/16-inch gypsum board, etc.), with the surface allowed to be interrupted for louvers ventilating the space. However, the louvers shall not be of materials of. greater combustibility than the door itself (i.e., plastic louvers on a wooden door). Reference MHCSS 3280.203. 2.2 Exposed interior finishes Exposed interior finishes adjacent to the cooking range (surfaces include vertical surfaces between the range top and overhead cabinets, the ceiling, or both) shall have a flame -spread rating not exceeding 50, as required by MHCSS 3280.203. Backsplashes not exceeding 6 inches in height are exempted. Ranges shall have a vertical clearance above the cooking top of not less than 24 inches to the bottom of combustible cabinets, as required by MHCSS 3280.204(e). 3 Smoke detectors 3.1 Location A smoke detector shall be installed on any wall in the hallway or space communicating with each bedroom area between the living area and the first bedroom door, unless a door(s) separates the living area from that bedroom area, in which case the detector(s) shall be installed on the living -area side, as close to the door(s) as practicable, as required by MHCSS 3280.208. Homes with bedroom areas separated by any one orcombination of common -use areas such as a kitchen, dining room, living room, or family room (but not a bathroom or utility room) shall be required to have one detector for each bedroom area. When located in hallways, the detector shall be between the return air intake and the living area. 3.2 Switches and electrical connections Smoke detectors shall have no switches in the circuit to the detector between the over -current protection device protecting the branch circuit and the detector. The detector(s) shall be attached to an electrical outlet box and connected by a permanent wiring method to a general electrical circuit. The detector(s) shall not be placed on the same branch circuit or any circuit protected by a ground -fault circuit interrupter. 4 Solid -fuel -burning stoves/fireplaces 4.1 Solid -fuel -burning fireplaces and fireplace stoves Solid -fuel -burning, factory -built fireplaces and fireplace stoves may be used in manufactured homes, provided that they are listed tor use in manufactured homes and installed according to their listing/manufacturer's instructions and the NCSBCS/ANS1 A225.1 minimum requirements of MHCSS 3280.709(g). 4.2 Equipment A solid -fuel -burning fireplace or fireplace stove shall be equipped with an integral door or shutters designed to close the fire chamber opening and shall include complete means for venting through the roof, a combustion air inlet, a hearth extension, and means to securely attach the unit to the manufactured home structure. 4.2.1 Chimney A listed, factory -built chimney designed to be attached directly to the fireplace/fireplace stove and equipped with, in accordance with the listing, a termination device and spark arrester, shall be required., The chimney shall extend at least 3 feet above the part of the roof through which it passes and at least 2 feet above the highest elevation of any part of the manufactured home that is within 10 feet of the chimney. 4.2.2 Air -Intake assembly and combustion -air Inlet An air-intake assembly shall be installed in accordance with the terms of listings and the manufacturer's instructions. A combustion air inlet shall conduct the air directly into the fire chamber and shall be designed to prevent material from the hearth from dropping onto the area beneath the manufactured home. 4.2.3 Hearth The hearth extension shall be of noncombustible material that is a minimum of 3/8-inch thick and shall extend a minimum of 16 inches in front and 8 Inches beyond each side of the fireplace/fireplace stove opening. The hearth shall also extend over the entire surface beneath a fireplace stove and beneath an elevated or overhanging fireplace. 25 NCSBc$/AN81`A 2s: 5 Electrical wiring systems 5.1 Testing All eleectrlcal systems shall be tested tor continuity in accordance with MHCSS 3280.810, to ensure that metallic parts are properly bonded; tested for operation, to demonstrate that all equipment is connected and in working order, and given a polarity check, to determine that connections are proper. 5.2 Protection The electrical system shall be property protected for the required amperage load. It the unit wiring employs aluminum conductors, all receptacles and switches rated at 20 amperes or Tess that are directly connected to the aluminum conductors shall be marked CO/ALR. Exterior receptacles, other than heat tape receptacles, shall be of the ground -fault circuit interrupter (GFI) type. Conductors of dissimilar metals (copper/aluminum or copper -clad aluminum) must be connected in accordance with NEC Section 110-14. 6 Replacement furnaces and water heaters 6.1 Listing Replacement furnaces or water heaters shall be listed for use in a manufactured home. Vents, roof jacks, and chimneys necessary for the installation shall be listed for use with the furnace or water heater. 6.2 Securement and accessibility The furnace and water heater shall be secured in place to avoid displacement. Every fumace and water 'heater shall be accessible for servicing, for replacement, or both as required by MHCSS 3280.709(a). 6.3 Installation Furnaces and water heaters shall be installed to provide complete separation of the combustion system from the interior atmosphere of the manufactured home, as required by MHCSS 26 3280.709(d). 6.3.1 Separation The required separation may be achieved by the installation of a direct -vent system (sealed combustion system) furnace and water heater or the Installation of a furnace and water heater with enclosures that separate the furnace and water heater venting and combustion systems from the interior atmosphere of the home. There shall be no doors, grills, removable access panels, or other openings into the enclosure from the Inside of the manufactured home, All openings for ducts, piping, wiring, etc., shall be sealed. 6.3.1.1 Water heater The floor area in the area of the water heater shall be free from damage from moisture to ensure that the floor will support the weight of the water heater. Annex E (informative) Sample Schedule for Manufactured Home Installation Permits This Annex Is not part of the requirements of this document, but is included for Informational purposes only. For installation of new or relocated homes in a municipality, a basic permit fiat fee may be established by the municipality to cover the following inspections: - foundation inspection: - frost depth foundation (requires extra inspection) - piers and footings on grade (common to most park installations) - skirting installation/ventilation - anchoring of unit (when required by local ordinance or by manufacturer's instructions) - plumbing inspection: - sewer connection - water connection - on -site work performed on home water/drain Tines - gas -line inspection: - materials and connections - testing - structural inspection: - data plate information (June 15, 1976 and newer) - structural damage - precode upgrading rules by municipal ordinance (see Annex D) NCSBCS/ANSI A225.1 - electrical inspection (state electrical board or municipality) Separate permit or hourly inspection fees in excess of the original basic permit fiat fees may be established by the municipality for the following: - required corrections - reinspection - accessory structures or buildings - inspection (Le., wood decks, carports, entry ways, out -buildings, etc.) - alterations to original home inspection (i.e., structural, mechanical, plumbing, electrical). Contact state building codes division prior to issuance, as submittal to state may be required for approval. - plan review of accessory structures or alterations 27 -NCSBCS/ANSI A225.1 Annex F (informative) Bibliography of Foundation Plans Available From Manufacturer This Annex is not part of the requirements of this document, but Is Included for informational purposes only. ASCE 7-1988, "Minimum Design Loads for Buildings and Other Structures," American Society of Civil Engineering, 1430 Broadway, New York, NY 10018 FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," Federal Emergency Management Agency, Washington, DC 20472, September, 1985 HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," • U.S. Department of Housing and Urban Development, 451 7th Street, SW, Washington, DC 20410 "Permanent Wood Foundation System -- Design, Fabrication, and installation Manual -- 1987," National Forest Products Association (NFPA), 1250 Connecticut Avenue, NW, Washington, DC 20036 "Frost -Free Shallow Foundation Design Guidelines," Energy Design Update, March, 1988 "Building Foundation Design Guidebook," Doc. No. 0E88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161 28 Annex G (informative) Tables This Annex is not part of the requirements of this document, but is included for informational purposes only. 29 Table 3=1-= General Description of Solis Soil Type Based on the unified classification system Allowable Pressure (pounds per square foot) No allowances made for overburden pressure, embedment depth, water table height, or settlement problems Rock or hard pan 4,000 and up Sandy gravel and gravel 2,000 Sand, silty sand, clayey sand, silty gravel, or clayey gravel 1,500 Clay, sandy clay, silty clay, or clayey silt 1,000 Uncompacted fill Special analysis is required 'Peat or organic clays Special analysis is required NOTE — 1. To be used only when none of the following is available: soils investigation and analysis of the site; compliance with the local building code; and evaluation by a registered professional engineer, architect, or building official. 2. Hereafter, the words " engineer" or "architect" shall refer to a registered professional engineer or architect. Table 4-1 — Minimum Pier Capacity Frame Plus Perimeter Blocking (Both Frame and Perimeter Blocking Required) Section Width (feet) Roof Live Load (pounds per square foot) Pler Location • Minimum Pier Capacity (pounds) Maximum Pier Spacing (feet) 4 6 8 i0 8 20 Frame Perimeter 900 600 1300 800 1800 1100 2200 1400 30 _ Frame Perimeter 900 700 1300 1100 1800 1400 2200 1800 40 Frame Perimeter 900 900 1300 1300 1800 1800 2200 2200 10 20 Frame Perimeter 1100 700 1700 1100 2200 1400 2800 1800 30 Frame 1100 900 1700 1400 2200 1800 2800 2300 40 Frame Perimeter 1100 1100 1700 1700 2200 2200 2800 2800 12 20 Frame Perimeter 1300 800 1900 1200 2600 1600 3200 2000 30 Frame Perimeter 1300 1100 1900 1600 2600 2100 3200 2600 40 Frame Perimeter _ 1300 1300 1900 1900 2600 '— 2600 3200 3200 14 20 Frame Perimeter 1500 900 2200 1400 3000 1900 3700 2400 30 Frame Perimeter 1500 1200 2200 1800 3000 2400 3700 3000 40 Frame Perimeter 1500 1500 2200 2200 3000 3000 3700 3700 16 20 Frame Perimeter 1700 1100 2600 1600 3400 2200 4300 2700 30 Frame Perimeter 1700 1400 2600 2100 3400 2800 4300. 3500 40 Frame Perimeter 1700 1700 2600 2600 3400 3400 4300 4300 18 20 Frame Perimeter 1900 1200 2900 1800 3900 2500 4800 3100 30 _ Frame Perimeter 1900 1600 2900 2400 3900 3200 4800 3900 40 Frame Perimeter 1900 1900 2900 2900 3900 3900 4800 4800 Table 4-Iiiinimum Pier Capacity Multisection Center -Beam Blocking Section Width (feet) Roof Live Load (pounds per square foot) • Pier Load and Minimum Pier Capacity P ty (pounds) Mating Wall Opening (feet) 5 10 15 20 25 30 35 8 20 30 40 600 800 1000 1200 1600 2000 1800 2400 3000 2400 3200 4000 3000 4000 5000 3800 4800 5000 4200 5600 7000 10 20 30 40 800 1000 1300 1500 2000 2500 2300 3000 3800 3000 4000 5000 3800 5000 6300 4500 6000 7500 5300 7000 80 12 20 30 40 900 1200 1500 1800 2300 2900 2600 3500 4400 3500 4700 5800 4400 5800 7300 5300 7000 8800 • 00 8200 10200 14 20 30 40 1000 1400 1700 2000 2700 3400 3000 4100 5100 4100 5400 6800 5100 6800 8400 6100 8100 10100 7100 • +0 11800 18 20 30 40 1200 1600 1900 2300 3100 3800 3500 4700 5800 4700 6200 7500 5800 7800 9700 7000 • ++ •i+ 8100 10900 13600 EXAMPLE: 14-foot section width 30-pounds-per-square-foot roof live load 18-foot-wide mating -wail opening Follow down the "Section Width" column to "14 feet." Follow across to '30 pounds per square foot" (psf) in the "Roof Live Load" column. Since the mating wall opening is 18 feat wide, follow across to the column headed v20." (For any opening width that Is not shown, use the next highest number on the chart.) The required pier capacity is 5,400 pounds. Table 4-3 — Footing SIzel 2 Pier Minimum Footing Size or Equal Area (Inches) Capacity Soil Ct acity (pounds.) 1000 psf3 1500 psf3 2000 psf3 4000 psf3 600 9x9 8 x 8 • 7x7 5x5 800 11 x11 9x9 8x8 5x5 1000 12x12 10x10 8x8 6x6 1500 15x15 12x12 10x10 7x7 2000 17x17 14x14 12x12 8x8 2500 19x19 15x15 13x13 10x10 3000 21 x 21 17 x 17 15 x 15 11 x 11 3500 22x22 18x18 16x16 12x12 4000 24 x 24 20 x 20 17 x 17 13 x 13 4500 25 x 25 21 x 21 18 x 18 13 x 13 5000 27x27 22x22 19x19 14x14 5500 28x28 23x23 20x20 15x15 6000 29 x 29 24 x 24 21 x 21 15 x 15 6500 31 x 31 25 x 25 22 x 22 16 x 16 7000 32 x 32 28 x 26 22 x 22 16 x 16 7500 33x33 27x27 23x23 17x17 8000 34x34 28x28 24x24 17x 17 8500 35 x 35 29 x 29 25 x 25 18 x 18 9000 36 x 36 29 x 29 25 x 25 19 x 19 10000 38 x 38 31 x 31 27 x 27 20 x 20 11000 40x40 32x32 28x28 21 x21 12000 42 x 42 34 x 34 29 x 29 22 x 22 i 3000 43 x 43 35 x 35 31 x 31 22 x 22 14000 45 x 45 37 x 37 32 x 32 23 x 23 15000 46 x 46 38 x 38 33 x 33 24 x 24 16000 48 x 48 39 x 39 34x34 25 x 25 17000 49 x 49 40 x 40 35 x 35 25 x 25 18000 51 x 51 42 x 42 36 x 36 26 x 26 19000 52 x 52 43 x 43 37 x 37 NOTE — 1. The footing sizes shown are for square pads and are based on the area (square inches) required for the load. Other footing configurations, such as a rectangular configuration, may be used, provided the area (square Inches) is equal to or greater than the area of the square footing shown in the table. For example, a 12-Inch x 22-inch -(264-square-Inch) footing may be used In place of a 16-inch x 16-Inch (256-square-Inch) footing. Also, two 12-Inch x 24-inch pads may be used In place of one 24-inch x 24-inch pad. 2. Local regulations may require design verification by an engineer. 3. psf — pounds per square loot Annex H (informative) Illustrations This Annex is not part of the requirements of this document, but is included for informational purposes only. 35 North HI South o Design Roof -load Zones: South 20 psf (pounds per square foot) minimum Middle 30 psf (snow) North 40 psf (snow) Reference — Manufactured Horne Construction and Safety Standards (MHCSS) 24 CFR-3280.506, latest edition Figure 3-1 (a) — Roof -load zone map (informational only) • HI -'b Zone 1 2 3 U-value 0.116 0.096 0.079 Reference -- Manufactured Home Construction and Safety Standards (MHCSS) 24 CFR 3280.506, latest edition Figure 3-1(b) -- Heating- and cooling -design zone map (informational only) It" one I *1 Sr e Zone I Atii r ,� 'milli Standard Wind Hurricane Hurricane Zone III Zone II Zone I HI -o Zone III Design Wind -load Zones: Zone I 15 psf Horizontal Zone II ±39 psf Horizontal Zone III ±47 psf Horizontal Note -- psf: pounds per square foot 9 psf uplift* 27 psf uplift 32 psf uplift net uplift Reference -- Manufactured Home Construction and Safety Standards (MHCSS) 24 CFR 3280.305(c)(2), latest edition Figure 3-1(c) -- Wind -load zone map (informational only) Zone lli Zone II Zone I Zone II Zone III Single -section Multisection DO; Crown and grade the site to slope away from the home and cover it with 6-mil-thick polyethylene sheeting or the equivalent. DON'T: Grade the site so that water collects beneath the home. Figure 3-2 — Elimination of water beneath the home Pier 1 Single blocks, maximum height of 36 inches Pier 2 Double -interlocked blocks, maximum height of 80 inches Pier 3 Steel or concrete manufactured pier Concrete grouting Steel reinforcing bars For piers exceeding 80 inches in height, the concrete blocks should be filled with concrete grouting and steel reinforcing bars should be utilized. Figure 4-1 -- Typical footing and pier Installation Required penmeter • support (see note 4 below); exist -in ! patio door or ad lltion f patio • Frame support Required perimeter support (see note 4) ■ Main beam ■ ■----II.----ram - I Front (hitch) 1 ," Exterior door of home \ Exterior wall - line of home Figure 4-2 — Typical blocking diagram for single -section home when manufacturer's instructions are not available Note (applies to both figures 4-2 and 4-3) -- 1. See table 4.1 for required pier capacity and spacing. 2. See table 4.3 and section 4.2 for footing requirements. 3. Piers shall be located al a maximum of 2 feet from both ends. 4. Place piers on both sides of entry doors and at any other openings greater than 4 feet In width, such as patio or atrium doors; under porch posts. fireplaces, and wood stoves; and under those places where heavy pieces of furniture such as pianos, organs, waterbeds, etc., may be placed. Required perimeter support (see note 4) + — 1 1 1 I 1 --1--.J 1 1 —Piers/supports shall be sized according to table 4.2 or calcu- lated by a design professional and located under the bearing points of clear -span openings in center mating walls I 1 I 1 I 1 I I I I I 1 I 1 I I I I I I I I I 1 I 1 I I I 1 I I Slide -out fireplace II L .___ii I I I Exterior door of home Required perimeter support (see note 4) \ Exterior wail - line of home Figure 4-3 -- Typical blocking diagram for multisection home when manufacturer's Installation instructions are not available Average Depth of Frost Penetration in Inches Source: U.S. Department of Commerce Weather Bureau Figure 4-4 — Frost penetration map (a) This system is utilized when a cross -over duct has not been built into the floor, and the furnace is outside the I-beam. With this type of installation, it is necessary for two flexible ducts to be installed. Furnace 10-inch diameter flexible insulated duct with 1.0 perm. maximum vapor barrier Flexible duct shall not be in contact with the ground " eeN adapter Duct Block support (b) This system is used when a cross -over duct has not been built Into the floor, and the furnace is situated directly over the main duct in one section of the home. A single flexible duct is then used to connect the two sections to each other. 10-inch diameter flexible insulated duct with 1.0 perm maximum vapor barrier Flexible duct shall not be in contact with the ground Strap support Furnace Duct Block support Figure 5-1 -- Cross -over duct installation Single Strap Double Strap 4725 lbs. 4725 Ibs ` Note -- 1 Unless listed/labeled for a higher capacity by the anchor manufacturer 2 Unless a greater spacing is specified by the anchor manufacturer 3 All homes located in Wind Zones it and HI shall have a vertical tie installed at each diagonal tie location. 2-foot maximum see chart 6'-0" 6'-0"2 4'-6" 4'-6"2 2-foot maximum r 0 Frame I-beam 0 0 0 (_) Anchor Figure 5-2 -- Number and location of straps and ground anchors Diagonal ties Home Main beam 40° to 50° Anchor and strap in straight line Straps to be installed within an angle of 40° to 50° Note -- Diagonal frame tie-straping Install anchor to full depth (i.e., completely to head) 1. All anchoring parts must be certified to a 4,725-pound capacity. 2. The ground anchors must be sized in accordance with the direction of the Toad and the type of soil. 3. The ground anchors' augers must be installed below the frost line. 4. Ground anchors may be installed vertically if either a 10-inch x 18-inch (at a minimum) concrete collar or an approved metal stabilizing device is installed. Figure 5-3 — Proper alignment of straps and anchors Diagonal and vertical ties Home Main beam Anchor aligned with resultant of combined forces Note» 1. All anchoring parts must be certified to a 4,725-pound capacity. 2. The ground anchors must be sized in accordance with the direction of the bad and the type of soli. 3. The ground anchors' augers must be installed below the frost line. 4. Ground anchors may be installed vertically if either a 10-inch x 18-inch (at a minimum) concrete coRar or an approved metal stabilizing device is installed. Vertical tie strapping Figure 5-4 — Proper alignment of straps and anchors (a) Exterior light fixture Ground wire Wire nut Globe Noncombustible ring (if required) Junction box (----- Color -coded wires (b) Chain -hung fixture or ceiling fan Ceiling box Color -coded wires Wire nut Noncombustible ring 7 Fixtud re (if required) wire Ground wire Ground strap Ceiling ~", Fixture - mounting screw Figure 6-1 — Installation of exterior lights Figure 6-2(4 - Paddle fan Installation CAUTION: Before following the step-by-step procedure, be surf that the power to the fan wireis off% 1. Remove the fan manufacturer's installation instructions from the package and determine the method of attaching the fan to the beam that is to be used. 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4 inch larger than the box diameter, at the proper location. The center line of the hole should line up with the location of the supply wire through the ceiling. Center the hole in the width of the beam. 3. Install the box in the hole and secure the flange to the center beam with four #6 x 1-inch wood screws. 4. (a) Insert the ceiling wire through a knock- out hole in the side of the electrical box. NOTE - It may be necessary to cut a notch from the top on the supply -wire side of the censer beam hole to allow the supply wire to be inserted into the electrical box without rubbing against the center beam during installation. (b) Leave approximately 4 inches of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan's supply wire Is not pinched or penetrated with beam fasteners. S. Secure the electrical box to the ridge beam with #8 x 2 1/2-inch wood screws through the two holes in the top of the box. 7. Strip about 3/4 inch of insulation from the white and black conductor ends. 8. Position the noncombustible flash ring, which is provided, over the electrical box so that the finished surface (adjacent to the electrical box) that is to be covered by the fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly on the box and for electrical wiring of the fan. Use the electrical connectors that are provided for splicing the wire. Be certain that the fan is grounded as specified in the manufacturer's instructions and that the wires are connected properly (white -to -white and black -to -black). • -• to Ceiling board Supply wire coiled and secured for shipment Notch beam at hole if necessary for wire chase Secure box to 2 x 6-inch center beam with four #6 x 1-inch wood screws (field -installed) Note -- Applicable to U.L.-listed paddle fan with a swivel -type mounting bracket Double -wide ridge beam 2 x 6-inch center beam — shipped loose for field installation Hole for box cut through 2 x 6-inch beam (may be cut In plant or in field) Secure box to ridge beam with two # 8 x 2 1/2-inch wood screws (field -installed) Electrical box (see note) Supply wire inserted in field through side knock -out of box Figure 6-2(a) — Paddle fan installation Figure 6-2(b) — Protruding ridge beam For proper ceiling fan installation, a prefabricated box has been provided that includes the electrical box containing the spliced wires with their connectors. The prefabricated box is also designed to conceal the wire that runs through the ceiling where the ian is to be located. CAUTION: Before following this step-by-step procedure, Ile sure that the Dower to the fan wire Is off. 1. Remove the fan manufacturer's installation instructions from the package and determine what method of attachment of the fan to the beam will be used. 2. Insert the ceiling wire through a side knock- out hole in the electrical box. Secure the wire in the electrical box clamp at a point that is approximately 4 inches from its end. 3_Place the prefabricated box in its final position on the beam and secure the box to the beam with the #6 x 2-inch wood screws, which are provided, in the metal comer braces. . 4. Strip about 3/4 inch of the insulation from the ends of the white and black conductors. 5. Position the noncombustible flash ring, which is provided, over the electrical box so that the finished surface (adjacent to the electrical box) that is to be covered by the fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use the electrical connectors, which are provided, for splicing wires. Be certain that the fan is grounded as specified in the manufacturer's instructions and that wires are connected properly (white -to -white and black -to -black). Beam e Fan wire from ceiling Electrical box: clamp wire at box inlet; clamp provided with box. (4-inch minimum free cable in box) Prefabricated box fastened to beam with two # 6 x 2-inch wood screws on each side Figure 6-2(b) -- Protruding ridge beam Figure 6-3 — Ventilation improvement Installation NOTE — The following installation Instructions are provided to assist a person who Is qualified and experienced with construction and electrical wiring. They are not intended to enable someone unfamiliar with electrical wiring and construction to perform the Installation. 1. The ceiling backer for the fan is mounted directly in line with the junction box mounted in the wall of the hallway. Measure approximately 18 inches out from the wall into the hallway for backer center. 2. Cut an 8-inch diameter hole. using the location of step 1 as the center, through the ceiling board and backer. 3. Using a plumb bob, find the center of the hole and mark it on the roof backer. Drill a small hole through the roof backer and roof to mark the center of the opening from the exterior (the roof backer is omitted with a shingle roof). 4. Switch off the main circuit breaker in the panel box. Remove the junction -box cover from the fan. Install a 1/2-inch cable clamp through the hole in the side of the fan. 5. Find the free end of the switch leg wire, located in the roof cavity, to be connected to the fan. Insert the switch leg wire through the cable clamp. 6. All connections are to be properly made with wire nuts. Connect the black wire from the switch leg to the black wires from the fan; the white wire from the switch leg to the white wires from the fan; and the ground wire (bare) from the switch leg to the green ground screw in the tan. 7. Close the fan's junction box bracket and secure it with the nut that purpose., 8. Remove the blank cover from box in the wall. The wire with wire the hot wire. with a "C" supplied for the junction nuts on it is (a) Remove the junction box from the wall. (b) Find the free end of the switch leg wire and insert it into the junction box. (c) Reinstall the junction box in the wall. 9. Connect the hot wire and the switch leg wire as follows: (a) Connect the white wires to each other using a wire nut. (b) Connect the black wires from the hot wire and switches to the terminals on the switch. (c) Connect the ground wires (bare) using a permanent connector. Run a jumper from the ground connection to the ground screw on the switch. 10. install the switch in the junction box and install the switch cover plate. 11. From the exterior of the home, cut an 8- inch diameter hole through the roof using the hole made in step 3 as the center. 12. Slide the fan up through the hole in the ceiling and secure it with four #8 x 1 1/4-inch (at the minimum) wood screws through the ceiling board and into the ceiling backer. 13. Apply butyl rubber tape to the underside of the predritled holes or the area where the screws are to be installed. Slip the roof cap down around the fan from the exterior of the home. (Due to changes in roof height, an extension tube may be required.) 14. Screw the roof cap down to the roof and roof backer with #8 x 1-inch sheet -metal screws. Cover the screws and flange ends with roof coating. 15. Install the ceiling -fan cover on the fan. Turn the circuit breaker back on and check the fan for proper operation. 16. The vent is activated by simply flipping the wall switch to the "on" position. (a) Before Roof cap Switch wire 18 Inches Switch leg wire Hot wire Junction box Ceiling backer (b) After Roof backer_. Flange Roof backer Ceiling backer --'.---` Vent fan Switch leg wire Hot wire s , Switch Figure 6-3 -- Ventilation improvement installation (a) Alternative, field -applied, interior end -wall panel (b) Alternative, field -applied, wood siding at end wall Fasten panel w th 18-gauge, 1/4 x 3/4- inch staples or 6d nails, 6 inches on center around perimet: r and 12 inches in field Plant applied panel View Center of double -section home Full-s ace coverage of all studs and top and bottom plat: with PVA2 Field applied "`-` ei Plant-� applied panel One fun -sized panel no less than 16 inches nor larger than r 71 32 inches Note -- 1. Specific designs shown must be approved by a DAPIA (Design Approval Primary Inspection Agency) 2. PVA — polyvinyl acetate (c) Alternative, field -applied, horizontal -lap siding Plant - applied panel Center of double -section home Field— applied panel Plant applied panel One full-sized panel no less than 16 inches nor larger than 32 inches Fasten exterior panel to the studs in accordance with the siding manufacturer's installation instructions Window Installed with J-rail Corneraround 1 trim installed Siding to be installed in accordance with manufacturer's Installation instructions Porch light Q Home i staller to remove all plastic sheeting used for transit p vtection 0 Door installed with J-rail installed Comer trim installed Note -- 1. Double -section homes with horizontal -lap siding may be shipped with no siding on the front and rear end walls. 2. The manufacturer will Install doors/windows trimmed with J-rail and comer trim and will cover with plastic sheeting for transit. AN siding, starter trim, fasteners, and vents wiN be shipped loose in the home for installation on set-up. 3. Home installer to complete installation after home is set-up, including the installation of roof vents if required. Figure 6-4 — Installation of optional panels, siding, and moulding Dryer duct (typical location) Duct drop -out tube Flexible duct installed at site CAUTION: Installation of the exhaust system must be in accordance with the dryer manufacturer's instructions. Dryer duct Manufacturer's exhaust hood or equivalent CAUTION: This exhaust system must not terminate under the home. Exterior wall Manufacturer's exhaust hood or equivalent (typical location) Figure 7-1 — Dryer exhaust system "J • Round -top assembly 3-foot minimum Closed la Push down Storm collar Rain cap Spark arrestor Chimney cap adapter Triple wall pipe Storm collar Flashing Firestop thimble 01111111 111111111 r -_ / ;/ 111111 11111 Damper handle Open D Air inlet damper handle Over basement or crawl space installation 1/2-inch -- Trim with sheet -metal shears if it is difficult to make flashing lay flat on roof Caulking \• Flashing Above snow level Figure 7-2 — Fireplace or wood stove chimney end air intake installation n1 • Master shut-off valve Wrap with heat tape if necessary for local freezing conditions. Install heat tape in accordance with manufacturer's installation instructions. Heat tape is to be listed or approved for manufactured home use. To heat tape receptacle under home Figure 8-1 — Typical water connection Holes in side rails Floor Inspection covers allow connection to be made and insulated after the two halves are set up and blocked CAUTION: If freezing conditions exist, wrap water connector with insulation. Use water connectors supplied by manufacturer, where applicable. Figure 8-2 -- Typical water -line cross -over Two 16d nails into floor joist Drain pipe Minimum of 2 x 3-inch lumber Two 16d nails Minimum of 2 x 3-inch lumber Two 16d nails into floor joist Two staples or screws on each side Galvanized or aluminum strap 16d nails Galvanized or aluminum strap Two 16- a eT- Minimum of g u9, U��,�_ 1 x 3-inch 7/16 x 2-inch lumber staples each end (1-inch lumber) ■� �"'�-- Minimum of Drain pipe 2 x 3-inch lumber --Two staples each side Galvanized or aluminum strap Figure 8-3 - Drain-plpe support methods Main stool drop Shipping cap To sewer - Second stool drop --Strap support 4 feet on center Shipping cap Field -installed, slope 1/4 inch per foot or two 16d nails Figure 8-4 - Drain -pipe slope and connections Typical connecting pipe and fittings 11111.1111111111 (not supplied by the manufacturer) "IMO OM\ 11111111111111111r Support strap at maximum of 4-foot intervals 0 . Approved elastomer coupler Site sewer hook-up Note -- Fittings in the drainage system that are subject to freezing, such as P-traps In the floor, have been protected with insulation by the manufacturer. Insulation must be replaced if it is removed to gain access to the P-trap. Figure 8-5 — Connection to site sewer Slope 1/4 inch per foot Support strap at maximum of 4-foot intervals Figure 8-6 — Drain -line cross -over connection CODES: • ALL CONSTRUCTION & QUALITY OF MATERIALS SHALL CONFORM TO THE FOLLOWING CODES: — WAC296-150T — 2012 UPC W/ AMENDS — 2008 NEC W/ AMENDS ROOF LOAD: GROUND SNOW LOAD: ROOF SNOW LOAD: SNOW EXPOSURE FACTOR: SNOW IMPORTANCE FACTOR: SNOW THERMAL FACTOR: WIND LOAD: WIND SPEED: WIND EXPOSURE CATEGORY: INTERNAL PRESSURE COEFFICIENT: BUILDING ENVELOPE: ROOF INSULATION: WALL INSULATION: FLOOR INSULA110N: Pg = 40 PSF Pf = 30.8 PSF Ce=1.0 Is = 1.0 Ct = 1.1 90 MPH C GCpi=.18 R-21 R-19 R-21 SEISMIC LOAD: TO BE VERIFIED BY LOCAL JURISDICTION SEISMIC USE: GROUP 1 SEISMIC SOIL CLASS: SEISMIC FORCE RESISTING SYSTEM: SEISMIC ANALYSIS PROCEDURE: SEISMIC DESIGN CATEGORY: RESPONSE MODIFICATION COEFFICIENT: DESIGN BASE SHEAR: DESIGN SPECTRAL RESPONSE: MINIMUM SOIL BEARING CAPACITY: HOME INFORMATION: UNIT WIDTH: UNIT LENGTH: ROOF PITCH: SIDEWALL HEIGHT: RIM JOIST BEAMS: RIM JOIST SPLICES: D SHEET INDEX COVER SHEET C-1 FLOOR PLAN ARCHITECTURAL A-1 1K FILE COPY SIMPLIFIED C Permit No. R=6.5 V= 5, 000 # 0.49 2000 PSF GENERAL NOTES: 15— 0" 56'-4" 4/12 8'-0" (2) 2X6 #2 HF 6„ AEOlat Rir DE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION VENTILATION & AIR QUALITY PER WAC 246-359-330 .1. IF HOME IS PLACED ON SITE WHERE ANY WINDOW SILL LESS THAN 24" ABOVE FINISHED FLOOR & 72" OR GREATER ABOVE EXTERIOR GRADE, A WINDOW GUARD MUST BE INSTALLED THAT COMPLIES WITH ASTM 2090. 2. TOPOGRAPHIC WIND EFFECTS HAVE NOT BEEN CONSIDERED. HOME HAS NOT BEEN DESIGNED TO BE LOCATED IN AREAS DESIGNATED AS HAVING LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDING CAUSED BY WIND SPEED—UP AT ISOLATED HILLS, RIDGES AND ESCARPMENTS. 3. THIS STRUCTURE HAS NOT BEEN DESIGNED TO BE LOCATED WITHIN FLOOD HAZARD LOCATIONS. WHEN SITE IS LOCATED IN A FLOOD HAZARD AREA AS DETERMINED BY THE LOCAL AUTHORITY HAVING JURISDICTION OR FLOOD HAZARD MAPS THE UNIT SHALL HAVE LOWEST FLOOR ELEVATED ABOVE THE DESIGN FLOOD ELEVATION. FOUNDATION AND ANCHORAGE DESIGNS SHALL BE PROVIDED BY A LOCAL ENGINEER IN CONFORMANCE WITH THE LOCALLY ADOPTED BUILDING CODE AND ASCE-24-05. ATTIC VENTILATION=5.63 FT2 OR 810.7 IN2 VIA — RIDGE VENT ® 682 IN2 FOR HIGH & (4) ROOF VENT EACH SIDE FOR 400 IN2 LOW VENT. WHOLE HOUSE VENTING PER TABLE M1507.3.3(1) PROVIDED BY POWER FANS CONTROLLED BY MANUAL SWITCHES OR 24 HR TIMERS. FRESH AIR INCORPORATED INTO FAU RETURN AIR WITH AUTOMATIC DAMPER CONTROLLED VIA THE FAU. GARAGE ROOF MUST BE VENTILATED IN ACCORDANCE TO R806 ON —SITE BY OTHERS. RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER 0 EXTERIOR ELEVATION HVAC PLAN A-2 M-1 ELECTRICAL E-1 ELECTRICAL NOTES & CALCS E-2 ISO WATER P-1 ISO DWV LINES P-2 FOUNDATION PLAN S-1 CROSS SECTION S-2 FLOOR DETAIL S-3 TRUSS DESIGNS STATE OF WASHINGTON DEPARTMENT OF LABOR & INDUSTRIES SPECIALTY COMPLIANCE SERVICES DIVISION FAC'-r-'t‘z" ASSEMBLED F:Tr-°t "CTURES PLAN AI-' /AL #: 49Twh!/ize SUBJEcINSPECT -''ERSIGHT OR VIGLA IQN OF RCW IS NO , < �tCLUDED BY: EXPIRATION DA RECEIVED APR 17 201k T lKvv►i-, FIJBUC WORK— * TECHNICAL INFORMATION ti sl".. 0 I (1 CUSTOMER / SITE L9GATION, BARRY BENNETT TUKWILA, WA 98188-2544 t1AR Cu'ti'1 SUti4E1i 1 t U ‘:Uuc AND FIELD INSPECTION C- BRAND REV DESCRIPTION INDEX SHEET CMH Manufacturing West, Inc.. Marlette DATE BY 02-20-14 SCB ST I� NI, X A 301 '-1s_' Y: SCB FILE:V:\SPECIAL(�TI' Y: — UMBIA HOM 4. MINIMUM BUILDING SETBACK IS 5' DVG. NO. 'REV. WINDOWS 8 68 36 0.30 0.30 EXTERIOR DOOR UST. ivltiOt1E12•IAIER LOIIr E•rE AMA *Of DOOM 10 Is it 11i►t o.Ilal/owoommvaos! !►121XM7A 7.1 y 11411199971 10.1 2111213371 12.1 4S1axN7A w h 4.1112.221614. vaEt v-B0es RAO IJt 111111 322 411 2A1 1027 0,i 6" 4 1 2 1 Wirt 37.111 0.00 93 1927 0 YlEs 20.32 322 4J2 3M 10' 7)/" IMiiii! aJi 0a1 tie 0.23 000it 000iespc TAM 10Md3/x01N: 010l30� A verso ' mum noon 2S 112 l i41l1 0 3 0.23 OJ3 OAS 1'1'32 8' 5' in 10 3v24 8' 5' 44'—ity' 1314" TT 10' 7y" 56'-4" 4 6" ■■MI RIMI ■■■I BDRM. -1 125 SQ. PT. 41 LIVING ROOM 169 SQ. ■ ■ ■■■■■ t.. UTILITY SINK BDRM. 2 1351594 ■ • 6.1.1 10' 7Y4" I 0 31i"Its ., 41 J-3' 3"----� 11'-ty' J14'-7", 26'-QJ' ao A Q .I 31" 314" 41'-4 44'-1QYt1 RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER 10' 7y" 56'-4'4 6' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 8 2014 City of Tukwila BUILDING DIVISION iN . NOTES. J. . . C uslill 1.- FLOOR COVERINGS SHALL BE EASILY CLEANABLE PER WA = 246-359.520 2.- WALL COVERINGS IN BATHROOMS AND KITCHEN MUST BEMAR 2 0 2014 EASILY CLEANABLE SURFACE AND IMPERVIOUS TO MOISTURE. SUSJECr TO A-1 CMH Manufacturinrintrfir. BRAND: Marlette® REV A DESCRIPTION SPEQAL REQUEST FOR CUSTOMER BENNETT DATE 02-13-14 BY JMC SERIAL #28870 31 _ -a Y. ,>MC Vr\SPiC L\STO6\ CLI IA HOMES\1, DV P10. REV. A INK-1556S 111J111 111 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 ,j 1 1 1 1 1 LIIT 1 1 1 1 1 1 1 L I I I I f 1 1 Ti 1 L� l I 1 11 T 1 _1 1 1 1 1 _I 1 1 1 1 1 1 1 1 1 1 T 1 1 1 1 I I 1 I1 T1111� 1 1 1 1 1 1 1 1 1 1111111 1 1 1-11 r FRONT SIDEWALL I I IIII1111)I11111IL1111 1L11t11 Ill J11T�11 II Ilfl 11If1�1(I I l 1JILJIJ 1JII1IlI11l11JIfll l 1 1 1 ll 1 ILiI_ 11J11111111�III 1T Ll j l 1 1 1 1 �` 1 1 1 L 1 1 1 1 11 11 r��� 1 1 1 1 1 1 7 1 r 11 l [1�1 1 I>> I� 11 1 1 1 11 1 l L lL 1� 2 l If J �1 I[ 11 1 I I I TJ1�1111111T11',J1 T17 1.T Ilf 111T�111TIi I 1IJ11111II1111TTTT 111111 1111111 111 lI11 Il1 1 1 11111 1 1 1 1-i T TiJ1llJ1i1Jl1i�L IIIIII I I I I [1111. .-- BACK SIDEWALL STD, 6' EAVE ON FRONT ENDWALL --STD. 6' EAVE ON FRONT ENDWALL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 8 2014 City of Tukwila BUILDING DIVISION FRONT ENDWALL RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER REAR ENDWALL DEPTC -' F/. F J. ;,,,: MAR 20 2014 4UB.1�iCT TO CODE A-2 CMH Manufacth°t0 T BRAND Marlette® REV DESCRIPTION DATE BY A ' SPECIAL REQUEST FOR CUSTOMER BEMIETT 02-13-14 JMC SERIAL #28870 1 6J-� 31 /U nc.® RSTONE 1 -0' D t�1 BY; JMC VA CIAL\STOCK CO.UtI IA NOHES\1' V. FP-1556S I A 3 Ll 1 Ill I L I L t J I I T�1 11 1 1 1 1 — 1 I J n set 11 5 5 5ap % 27 5 VP/ FI 9 Il 1 IRC M1305.1.1 Fumaces within compartments shall have min working space clearance of 3" along side back and top and total width 12 inches wider than fumace 2THEAT A PE 23 SY 330 12 6d 6 27 6 4 6 L 1 1 1 1 L_ f6 --•--- \ 117 S: 2441 146 vIRE F 14-3_—.� it I SWITCH RECEP 27 13 14 6 - 1 1 7 29 1 1VP/ffI 11 TO HALF TOJ / REMAIN HOT 1 7 11 27 7 4)k.crtii,%clit \ 1 q.p 7 1 1 1 7 1 + RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION DEPi. FA3 PLAN HE'v1�,--Al �.��C1'IUf�f aD�..r' .Ch NOTE: SEE E-2 FOR E i SCHEDULE & CODE REQUIREMENTS MAR 202014 ON E-1 ICU :Manufacturing West, Inc.. BRAND Ma rle tte. s, C EV DESCRIPTION DATE BY E3/' 16' -0 Del Ps .IC A SPECIAL REQUEST FOR CUSTOMER OENNETT 02-13-14 JMC 05 (F LE. �\SPECIAL\ST K Ca.Ik1iIA �1NES\1' SERIAL #28870 DWG. NO. REV. EL-1560A CMH MANUFACTURING WEST, INC. MARLETTE HOMES CIRCUIT SCHEDULE CIRCUIT SCHEDULE NOTES CIRCUIT DESCRIPTION AMPS WIRE NOTES CIRCUIT DESCRIPTION AMPS WIRE - OPTIONAL FEEDER CALCULATION C 1 APPLIANCE (KIT) 20 12-2 W/G C 2 APPLIANCE (KIT 20 12-2 W/G NEC 220-80 C 3 APPLIANCE (KIT 20 12-2 WJG C 4 GFI (BATHROOMS)20 12-2 W/G MODEL: C 5 LIGHTING 15 14-2 W/G B,C * 6 LIGHTING 15 14-2 W/G CUSTOMER: s,9596S B,C * 7 LIGHTING 15 14-2 W/G B,C * 8 LIGHTING 15 14-2 W/G 20 AMP SMALL APPLIANCE = 3 4500 W B,C * 9 LIGHTING 15 14-2 WJG B,C * 10 LIGHTING 15 14-2 W/G 1) 1500 W/ SMALL APPLIANCE DEDICATED COMPUTER = 0 0 W 11 WASHER 20 12-2 W/G 12 DRYER 30 10-3 W/G AND LAUNDRY EAVE RECEP. (EA. CIRCUIT) 0 0 W 13 2ND WASHER 20 12-2 W/G 14 2ND DRYER 15 14-2 W/G CIRCUITS LAUNDRY = 2 3000 w 15 MICROWAVE 20 12-2 W/G 16 REEFER 20 12-2 W/G TOTAL = 5 7500 W C 17 RANGE 20 12-2 W/G 18 COOKTOP/DOWNDRAFT 40 8-3 W/G 19 OVEN 40 8-3 W/G B,C * 20 APPLIANCE -DINING RM 20 12-2 W/G SQ. WIDTH OF A -UNIT = 15.00 FT B,C 21 LIGHTING 15 14-2 W G B,C * 22 LIGHTING 15 14-2 W/G 2) 3 WATTS / FT. FOR GENERAL LENGTH OF A -UNIT = 56.33 FT 23 WATER HEATER 25 8-3 W G 24 E3EB-12HB 60 10-2 W/G LIGHT AND WIDTH OF B-UNIT = 0 FT 25 - - - 26 - - - RECEPTACLES LENGTH OF B-UNIT = 0 FT WIDTH OF C-UNIT = 0 FT B 27 SMOKE -CO ALARMS 15 14-2 W/G 28 EXT. GFI/HEAT TAPE 20 12-2 W/G LENGTH OF C-UNIT = 0 FT B 29 EXTERIOR RECEPS 20 12-2 W/G 30 30 AMP J-BOX 30 8-3 W/G WIDTH OF D-UNIT = 0 FT 31 _ - - - 32 - - - LENGTH OF D-UNIT = 0 FT $ 2008 NEC GENERAL NOTES * WATTS PER SQ. FT. 3.00 W ---(14.) A- (2)-20 AMP CIRCUITS REQUIRED IN KITCHEN. 2534.85 W ®wu+ascoN►ECT�oeA,EDMPANseDz �,s000vaTewc*EPIwErNNPANE�eaoc �-� (-"�1 I I _ j ( j B- ARC FAULT CIRCUIT INTERRUPTERS C- ALL 15 & 20 AMP RECEPTS TO BE LISTED TAMPER RESISTANT D- (WR) - WEATHER RESISTANT E- DUAL POLE BREAKER . DISHWASHER = 0 w 3) NAMEPLATE RATING ON ALL ELECTRIC RANGE = 12600 W ,E, NINSO, �PANELSQ,�,,,HEI ,,,m„ CD-- II -_ ;� F- LOCK OUT BREAKER Q� ti RECEPTACLES ON 15 AMP CIRCUIT -APPLIANCES ELECTRIC COOKTOP = 0 Wuv�x+�u.�ooRPw+�«+wuro»►�rons) ti e014%wpo Ma SERVICEPMELNEUTRALIANTOAI?XS NONFEFd10Ue a1gJ10Ta0O DNYEN M1UeX OR aLI0Fm.Y ow IpII�� II II j (� RECEPTACLES ON 20 AMP CIRCUIT OVEN = 0 W ELECTRIC WATER HEATER = 4500 W GRADE. IF METAL WATER PIPE, CONCRETE-ENCASEDMBARINMAN €ice--r,---.1 THE BUILDING FOOTING GROUND MOS.OR PLATES ARE PENT, AuaWltLSa.DC TOGETHER 1OFbllwnECRo�JNono I( ' LLI�_JJ� -- I FREEZER 0 W ELECTRODE a m,aan Csooiewsposa gean rom. L>-J PI ' IiL_— — I, W ,Q�o 34 Vy ` ASA,ti TRASH COMPACTOR = 0 W MICROWAVE = 0 W ® LOCATEDONEXTERIOROFHOLS�EANDOumamEDGY• ��--- I ,� 1t)-----III .j. III 11 ( aw ^, �`r ^',� SPACE SAVER MICROWAVE = 1580 W ®aaa�ICE�OTT ► �TOPANG. SOX aaa:PER *ART _-----� `-�' ILLsT_-_-s'sJ1 ( CO rj •j � / ; �P DRYER = 11200 W TOTAL = 29880 W ®FEEDERVATlMEIINTOPOFPANsDOXIMI:N►oaTEDar I43 ® � L_.------------------ _.. 9� BATH EXHAUST = (144 WATTS EA) 576 W �I rDMa}RUNGROUNDMARETODRIVENto►et — SERVICES �aaFOR owatraa ��STEA�'O��`��q. ` s`S+ /ONAt °- 4) NAMEPLATE AMP MOTOR AND LOW (1536 W HEATIGHTAN =EA.)MANYAND 0 W ALL ONSITE EECTRIcxCOMPONartsro,D TO ea ME IN ACCORDANCE WII4 THE 200e NEC. SOME SIZE wSian 00N RECEIVED POWER LOADS RANGE HOOD EXHAUST = 0 W aIrrALLATION T n I* 14.! MN p IN mewoo 'IF OF TIJKWILA WHOLE HOUSE FAN = 0 W WOOA CITY 'COPPER.Cl/MU UNITS CONDUCTOR RIM, ,T. TNT TNWN *NW, P.E.` - GAS FURNACE BLOWER = 0 W JETTED TUB PUMP = 0 W APR 16 2014 ,....--- AND PANEL ELEVATION PERMIT CENTER GARBAGE DISPOSAL = 0 W - GAS COOKTOP = GAS 0 w i I ) NTS _ TOTAL = 576 W (4 5) TOTALS FOR 1 THROUGH 4 = I 40490.85 I W ELECTRIC SYMBOLS GE �:. ....... ; iL JSTi7 ELECTRICAL PA NEL FA3 FLAN REV{`P13r,C710h SWITCH POWER VENT Rao rn 6) FIRST 10 KVA 0 100%=10000.00 W 15 AIIP RECEP RECESSED lMiDER REVIEWED FOR 40% OF REMAINDER = 12196.34 W 20 ,,,P „ ® 03"N FLUORESCENT COMPLIANCE MAR 20 2014 CODE TOTAL= 22196.34 W �1 IC NEKNIT ® � + eox ® APPROVED WWI EXT. WEATHER RESISTANT CAN tlG♦IT WHOLE HOUSE SUBJECT TO CODE 7) HEATING EQUIPMENT 12000 W TAPE Y ELECTRIC FAU FAN INSPECTION DRYER RECEP WALL UGHT MAY 08 2014 AND FIELD W WASHER RECEP amil f� STATE SEAL GARBAGE DISPOSAL Y PEDANT - I �,' — `� Ma t West. 8) TOTALS FOR 6 AND 7 = 34196.34 W DISHWASHER CEILING NG LIGHT GAS FAU ;CMH n of a c uri n FREEZIVAVE \�/ City of Tukwila BRANTh FI II�IDATION 9)_TOTAL AMPERAGE LOAD: TOTAL WATTS / 240 V = 142 AMPS PADDLE FAN Marlette S` THUMOSTAT / BUILDING DIVISION RE„ IE I PA1E >rr W Y; 34.2 KVA ELECTRIC wj - N1RUR FOR WIDER R91ET 2-OS-14 JIC M - L� TELEVISION JACK C RANGE OR CR>OKTOP - SERIAL I2I69s . _4� $ - 200 AMP (MIN) SERVICE ENTRANCE PANEL REQUIRED ;1 PHONE JACK g MICRO SPACESAVER TANKLESS W/H _ _ _ - -REV 1556S-28870 8 88 36 0.30 0.30 piiintromeonamLpnt.,■,w.o• n„` to +ea iewricalr".= a.+ax$vm 1st/axon 4e+nxars v (01111111. vase OAS t.OS 4- 11i.27 INWITt LOS 2 2d1 AMPRIR 4 1 2 i Low 37.62 sn OA 11.17 mom 20.32 sa LW 1 fir, ose LSO LIS LIM 031 /7l _� / Lit o, a 20 Q BDRM. - 37' 8* 36'-5. A.1 31'-1Ui" 30'- 11 KIT./DINING it LIVING ROOM 1 WA I OR I 1 (• •I ■ ■ ■ ■ • Z■ • ■ • • • ■ ■ • 6'24 FURN. r — � k. a - _ \) ,� Q — ' 1� :e. 3 RM. 2 RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER : REVIEWED FOR ODE COMPLIANCE APPROVED MAY 0 8 2014 City of Tukwila BUILDING DIVISION ir�' MAR 20 2.014 SUBJECT TO CODE FURNAIA LEO'lnO4 E3EB-010HB 35,000 Btuh LIVING AREA: 845 SQ. FT. �i����■�■ = 5" FLEX DUCT 111111111 = 12" FLEX DUCT i L = 5X14 ALUMINUM HEAT DUCT INSULATION ROOF: R-22 WALL: R-19 FLOOR: R-22 HEAT REG. LEGEND = 4x10 = 2x12 = 2x12 HEAT CALCS PROVIDE BY LASALLE BRISTOL- SEE MANUALS D, J, & S... M-1 Marlette. AND, REV A DESCRIPTION SPEGAL IEQIEST F CMH Manufacturing West, Inc. T t 1556J-��fa/U s: CURT ERSTTDOR L + Pg V.\SPSEC1AL\STDCR\COLUMBiA H SV OR CUSTOMER BFINETi pM� 70 DV NO. REV. SERIAL #288 DATE 02-13-14 BY JMC r— UTILITY LOCATIONS 12" FRAME I —BEAM ACTUAL FLANGE DEPTH OF 12.500". -SYM DESCRIPTION DISTA\ CE FROM E\D DISTANCE FROM SIDE -2 DRAIN OUTLET @ 28'-2" @ 7'-7" 3 WATER INLET @ 16'-6" @ 0'-10" 4 ELECTRICAL INLET @ 15-07/8" @ 13'-2" UTILITY MEASUREMENTS FROM THIS CORNER 7'-73/4", DOOR 1 45-534'; DOOR 42N " e . N -- 7 --1 , i fl 1-1-1 D I n gg/2" MAIN FRAME -/ Col 12' I —BEAM SUPPORTED PER M MODULAR SETUP MANUAL ..) 1,,,I i- t I 3 L—, i 42V " �- _—_J - 22'-8"j DOOR NOTES: 1. REFERENCE THE ATTACHED FOUNDATION PACKAGE. REF: PIER AND F001ER DESIGN TABLE M REF: MN. POST CAPACITY AND FOOTER DESIGN TABLE N REF: REINFORCED PERKIER WALL, DETAIL-02 2. THE CRAWL SPACE MUST BE PROVIDED WITH AN ACCESS PANEL/ DOOR MEASURING 18"x24' (MIN.). CRAWL SPACE CLEARANCE TO BE 18" MIN. BELOW BOTTOM OF FLOOR JOIST TO GRADE. 3. CRAWL SPACE VENTILATION REQUIREMENTS: A. 1 TO 150 WITHOUT VAPOR BARRIER ON GROUND: 5.7 SQ. FT. REOUIRED. 1. MAXIMUM DESIGN CRITERIA: -MAXIMUM WIC SPEED: 90 M.P.H. - 40 P.S.F. GROUND SNOW LOAD - SEISMIC ZONE C -MAXIMUM SIDEWALL HEIGHT: 96" -1500 PSF MINIMUM SOIL BEARING CAPACITY, MUST BE VERIFIED BY OTHERS ON SITE 2. FOUNDATION LAYOUT BASED ON THE FOLLOWING MATING WALL GIRDER BEAM CONFIGURATION: (4) 200 #2 IIF W/6"x8" MITEK M20 METAL PLATES EACH SIDE. 3. ALL BUILDINGS LOCATED IN SEISMIC CATEGORY D1, D2 & E SHALL HAVE ALL BRACED WALLS (SHEARWALLS) SUPPORTED BY CONTINUOUS FOOTING. IN SEISMIC CATEGORY E, A GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED. 4. FOUNDATION DOES NOT APPLY TO EXPANSIVE SOIL, SOIL ABJECT TO LIQUEFACTION OR - SOIL CONTAINING HIGH CONCENTRATIONS OF SULFATE. 5. FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS DOCUMENT, 24 PAGE FOUNDATION INSTRUCTIONS, THE 2009 IRC AND ALL LOCAL CODES. 6. PROVIDE CONDUIT THROUGH FOUNDATION WALL FOR INSTALLATION OF RADON VENTILATION. 7 36" x 36" MINIMUM LANDING REQUIRED AT EACH DOOR ON SIDE BY OTHERS PER WAC 246-359-520. ri-7-1.wa_s,k4r:;te. A-4=tpA410-0kca4(.0.6.41sLA-t-n--- (NOTE 2) RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER REVIEWED FOR 'CODE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION MAR 20 2014 S-1 BRAND, Marlette. REV A DESCRIPTION SPECIAL REQUEST FOR CUSTOMER BENNETT DATE 02-13-14 BY JMC SERIAL #28870 CMH Manufacturing West, Inc. 156S-Butt/u SERIES! CORNERSTONE SCALE: DpApTE 1-05 RI11p� FILE V'\SP CIAL\STOCK\CoLUMBIA HOMES\1f DWG. NO, REV. DRN BY: JMC 1.5 36' SHWR @ 12'-8' IN 44' -T v 2.5 STOOL @ 19'-7" IN 18'• INLET @ 14'-10' IN 10' I V 1 WTR. HTR. @ 13'-ll" IN 82' • • • • >#' 1.5 KIT. SINK @ 28'-4"T • IN 9" I .75 V LAV. @ 19'-7' IN 73" 2.5 H. BIBB B.D.S. 30'-0" I ' 40* \ _I I I'- � •I I' / 1.5 36" SHWR @ 43'-8" IN 44' 2.5 v STOOL @ 37'-0" T IN 30"ir i �� \ v o .75 LAV. @ 36'-8" IN 73" l N. �0 REVIEWED FOR ,CODE COMPLIANCE APPROVED 6 H. BIBB F.D.S. towivat ).ce f ,44., Gc.e )L MST, SHUT-OFF j�,�,, 13,;.° v @ 14'-10" IN 142" MAY 08 2014 • 3 WASHER BOX @ 14'-10" IN 162' N. • Tukwila DIVISION WATER LINE 1.5 JTILITY SINK V 41'-6' IN 162" 3 WASHER BOX @ 41'-6" IN 162' RECEIVED CITY OF TUKWILT APR 1 6 201W' PERMIT :C: 'E'ER Aar. r AATEA/AGM AN HOT — = COLD = 1" PIPE = 3/4" PIPE - " Drnl' TOTAL WFU: 23.0 - �/" "" `' DEVELOPED LENGTH = 60' Designed for a pressure range of 46 to 60 PSI Listed by the UPC * = Temp. Limiting Device Reg d: 120' max. Temp. y —INDMDUAL SHUT—OFF VALVE — —WATER HAMMER ARRESTER P-1 CMH Manufacturing West, Inc. BRAND Marlette T �A -: P ' L REV DESCRIPTION DATE BY t: N. t JMC - NEV NEWEL FOR 2014 o1-21-14 .0 AT 122— 1— PG - 1556 -2887 - - - - DVS:14] IREV DRAIN LINE STOOL STOOL 3' VTR //�/%//./ 4 /41// MAIN DROP REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 8 2014 City of Tukwila BUILDING DIVISION .;sparuAJLIL AAZA,%. v4Ad & L&PC.. 3" VTR 1 RECEIVED I CITY OF TUKWILA APR 16 2014 I PERMIT CENTER 44 WASHER t n f UTILITY SINK (D irn .J,;m ►StES DRAIN LINE LEGEND d{ ■IIIIIuIILI■IIIII■-3" ABS DRAIN LIR P-2 BRAND: Marlette. IESCRIPTO IEV 1®a FIR 2014 DATE 01-27-14 ;)" VTR 4 36" SHIM _'mom.N--2" AB 4 ara. ■■■■■■■■■■■-11 "ABS DRAIN LINE ------VENT CONNECTIONS IN WALLS OR CEILING DWV NOTES 1. ALL CONNECTIONS IN CEILING ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DUE TO STRUCTURAL INTERFERENCE. . ALL PIPES & CONNECTIONS RUN IN ROOF SHOULD BE UNDER INSULATION. 3. ALL VTRS TO INCREASE TO 1 SIZE BUT NO LESS THAN 3" IMMEDIATELY AFTER PENETRATING CEILING. CMH Manufacturin West, Inc. BY •: - 1- I�1M PG 1 6 - 887i A WAC 246-359.340 TABLE 340 NAILING SCHEDULE (all nailing must be complete to this table) CONNECTION NAILING ALTERNATE FASTENING 1.- JOIST TO SILL OR GIRDER 3-8d — 6.— SOLE PLATE TO JOIST BLOCKING, TYPICAL FACE NAIL. 16d at 16" o.c. (3)/8x3" WOOD SCREWS 0 12" o.c. —SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d per 16" (4) j8 x 3" 7.— TOP PLATE TO STUD, END NAIL 2-16d (4)15 GA. x 2 }" B.- STUD TO SOLE PLATE 4-8d, toenail or 2-16d end nail (4) 15 GA x 2 }" END NAILED 9.- DOUBLE STUDS. FACE NAIL 16d at 24" o.c. 11" x 15 GA x 2 }" 10.— DOUBLE TOP PLATE, TYPICAL FACE NAIL. DOUBLE TOP PLATE LAP SPUCE 16d at 16" o.c. 15 GA x 2 }" AT 7" o.c. (8) 16d 17-15 GA. x 2 }" 11.- BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL. 3-8d 12.— RIM JOIST TO TO TOP PLATE, TOENAIL 8d at 6" o.c. 15.— CEILING JOIST TO TOP PLATE. TOENAIL. 3-8d (3) }8 x 3" SCREWS 16.— CONTINI0US HEADER TO STUD. TOENAIL. 4-8d (7) 15 GA x 2 }" s" ROOF DECKING 32/16 SPAN FASTENED TO TRUSS WITH j"x1}"x16 GA. STAPPLES AT 6" 0.C. ON EDGE AND 12" 0.C. ON FIELD. BLOWN INSULATION (R-22) 50 SQ. IN. ROOF VENT AS NEEDED METAL DRIP EDGE 1X6 SUB —FASCIA 8'-0" PL. HT. 'M" X B" FASCIA WINDOW/DOOR PER FLOOR PLAN WINDOW/DOOR FLASHING PER IRC R703.8 "FLASHING"\ 7i1e" OSB FASTENING PER SHEARWALL WALL INSULATION (R-19) 0'-0" FINISHED FLOOR FASTEN TOP & BOTTOM PLATES TO EACH STUD WITH EITHER (4) .131 X3" NAILS OR (6) 7/16"X2-1/2"X15 GA STAPES (2) 2X6 #2 HF RIM JOISTS — ENGINEERED TRUSS (24") 0.C. (SEE TRUSS PRINTS) SHINGLES (2) 2x8 #2 H.F. HEADERS. C0N11NU VENT ON— (W) STENED S RIDGE ALLED M CEIUNG BOARD 0 BOTTOM CHORD TR = W/ FOAMSEAL 2X6 EXT. WALL W/ DBL 2X6 TOP PLATE & SINGLE 2X6 BOTTOM PLATE V" GYPSUM BOARD FASTEN SIDEWALL BOTTOM PLATES TO FLOOR WITH 18X3" SCREWS AT 16" O.C. TYP. FASTEN SHEAR WALL AREAS. ` traoL ‘z1.12 �f g " ,44evelLeanozs 4'4. T&G DECKING (2X6OOR JOI TO 16" O.C.) INSULATION (R-22)— m..:::,.,:.. ,......::..r 1III I 11111 InM•11■11111•1111■■■11111111M11\1111111:111IN 1111) (111) 15 WIDE 4:12 W/ 2X6 FLOOR JOIST 96" SIDEWALL ON -FRAME CROSS SECTION (3) /8 X 3" SCREWS W/ MINIMUM 1" PENETRATION INTO 2 X TOP PLATE DOUBLE TOP PLATE FASTENED TOGETHER PER 10. 7/16" PS1 OR PS2 (24/16) RATED SHEATHING FASTENED TO FRAMING MATH 7/16"X1-1/2"X16 GA STAPLES AT 5 1/2" Q.C. PANEL EDGES AND 11 1/2" 0.C. FIELD. OVERLAP SHEATHING AND FASTEN TO JOIST WITH 7/16"X1-1/2"X16 GA STAPLES AT 6" 0.C. (GLUE SHEATHING WITH 4-1/2" MIN. COVERAGE OVER RIM JOIST IN SHEAR WALL AREAS). 1" MINIMUM 'JO• (3) #8 X 3" PENETRATION � SCREW ENGINEERED TRUSS (3) #8 X 3" SCREWS TOENAII Ff) C 60' (3) .131 X 3" NAILS/BAY 0 TRUSS TO SIDEWALL 2X4 LATERAL BRACING ABOVE SHEARWALL SEGMENTS ONLY B. TRUSS TO SIDEWALL CONNECTION REVIEWED FOR ICODE COMPLIANCE APPROVED MAY 08 2014 " City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER LetYtti'lk 4449 LA44 leaere:y;Tire-- .4%.(24.40 4r2A44 zr;2;k" +) kAttAA. Vti:1"‘ • X wta 4 .arts .1 P.E SEAL F` •i PLAN n V1t='N `C i HIS 4'�"�, 1"-r1 rior: BAR202014 sur�,J GT ra CODE AND FtLO INSPECTION THIRD PARTY SEAL S-2 BRAND: Marlette,. tE CMH Manufacturing West, EXTERIOR ELEVATIIN1 m KELM RR IIEVTLOPFR can 01-29-14 SO NO V\SPECIAL`.SiOCK\CD B . A. CROSS SECTION 1556S-28870 %. a '‘ \f NNIN,tiodoo: ../ %. .410! ( FL3 (FA27) FL1 (FA25) - 2x6 *2 HF FLOOR JOIST la 15 oc. ONE JOIST MAY BE MOVED UP TO 4" FOR OBSTRUCTIONS. - 2x6 HEM -FIR 02 MIN. DOUBLE RIM JOIST. - MIN. 3/4" APA RATED T&G DECKING (PS1 OR PS2 24' O.C. SPAN RATING). - JOIST TO PERIMETER JOISTS FASTENING PER DETAIL 5 AND 6. -FASTEN DECKING TO JOISTS WITH 6dx2' RING SHANK NAILS AT G. O.C. EDGES AND 12" O.C. FIELD. FLOOR DECKING TO BE GLUED TO JOIST WITH ADHESIVE MEETING ASTM 02559 OR ASTM D4689. .2x8 BLOCKING FASTENED TO JOIST W/ (2) .131x3" NAILS EACH END AND SPACED 4W FROM RIMS AND 96" O.C. (2) JOIST BAY MIN. AT ALL ENDWALL LOCATIONS. (FA27) - OPTIONAL MIDSPAN BRDGING OR FULL DEPTH BLOCKING. TYPICAL FLOOR CONSTRUCTION (OFF -FRAME) 1/2"/.1' FASTEN OUTER RIM JOIST TO INNER RIM JOIST WI (2) ROWS OF .131x3" (100) PD NAILS fa 10" O.C. STAGGERED RIM JOIST TO RIM JOIST FASTENING 3/4"•1' FASTEN INSIDE RIM JOISTS TO FLOOR JOISTS w/ (10) .1314' PD FOR MATING LINE RIM JOIST . PORCH RIM JOIST AND UNSUPPORTED SIDEWALL RIM JOINT TO FLOOR JOIST FASTENING WITHOUT A HANGER OR LEDGER. USE (10) .131x3" P.D. NAILS FACE NAILED THRU INSIDE RIM JOIST INTO END GRAIN OF EACH JOIST . ` RIM JOIST TO UNSUPPORTED JOIST FASTENING IY1 mia FASTEN RIM JOISTS TO FLOOR JOISTS w/ (5).131x3' PO NAILS IF THE ENDS OF THE JOISTS ARE NOT SUPPORTED BY A BEARING WALL, THEN A JOIST HANGER RATED FOR GOON MUST BE INSTALLED OR RIM FASTENED TO EACH JOIST PER DETAIL 0.. RIM JOIST TO SUPPORTED JOIST FASTENING FLOOR GENERAL NOTES: 1. One (1) joist in a given location may be moved a maximum of 4 inches for obstructions (i.e. plumbing drops, heat registers and plenum drops) provided that both the following are met a. Maximum allowable tributary span of floor joists are not exceeded per floor construction tables. b) Span does not exceed allowable span rating of floor decking. 2. When fastening is not noted on specific details, use the prescriptive IRC Table R602.3(1) or R602.3(2). 3. Fasteners for preservative -treated woods shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronzed, or copper. The coating weights fro zinc -coated fasteners shah be in accordance with ASTM A 153. 1/4 GLUE BEAD GLUEING OF THE TONGUE AND GROOVE JOINT 1S NOT REQUIRED BUT MAY BE DONE AT THE OPTION OF THE MANUFACTURER. TONGUE AND GROOVE JOINT DETAIL FASTEN EACH SIDE OF RIM JOIST w/MIN. 3'x6'x 20 GA. METAL CONNECTOR PLATES ON LOW SIDE OF JOIST. (SEE NOTE 4) MN. DOUBLE 246 RIM JOIST AT MARRIAGE LNNE. JOIST SPLICES SHALL BE STAGGERED 24" (MIN.) PLATES ARE NOT REQUIRED AT SIDEWALL SIDE IF DOUBLE RIM JOISTS ARE USED AND SPLICES ARE STAGGERED 48' (MIN.) RIM JOIST NAIL PLATE SPLICE 3/4 1' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER P.E. SEAL STATE SEAL F:;3 PLAN REVF.'W i�Cno MAR 202014 SUBJECT TO CODE AND FIELD INSPECTION S-3 CMH Manufacturin BRAND Marlette. IIES[RIPTD1 I1 West,® RIOR ELEVATION Ihr I I\Vp WA j i�v MING & FASTENING WA TWH DETAILS PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0119 DATE: 04/16/2014 PROJECT NAME: SEGALE TEMP HOUSING SITE ADDRESS: 19407 SOUTHCENTER PY, UNIT 9 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division go ))$ Aux - 't'1 Public Works Fire Prevention 1111 Planning Division III Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/17/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/15/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CITY OF TUKWII - Community Development wepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Ct Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: (Part A: To be completed by applicant. Site Address: 196XX Southcenter Parkway 'Owner Information: Owner Name: Segale Properties (attach map and legal descripion showing hydrant location and size of main):. Owner Address: '5811 Segale Park Dr C., Tukwila, WA 98188 • Owner Phone: 1206-575-0302 Agent/Contact: !Steve Nelson Agent Address: 5811 Segale Park Dr C., Tukwila, WA 98188 ;Contact Phone: 206-575-0302 This certificate is for the purposes of El BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL 4 temporary Construction Trailers O PRELIMINARY PLAT ❑ REZONE ❑ SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meter size(s): One 11/2" water meter for 4 tempornsonstruction trailers Vehicular distance from nearest hydrant to the closest point of structure is 90'+/- to property. See attached map for hydrant locations Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature PART 0: To Be completed by water Ut3iii 1. The proposed project is within 2. © No improvements required. 3. alistnct Date TUKWILA /King (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1500 gpm at 20 psi residual for a duration of 3 hours at a velocity of 10 fps as documented by the attached calculations. — - Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct, based on the best available information. RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER HIGHLINE WATER DISTRICT / 206-824-0375 By ` t Agency/Phone . .......,. Date GINEER t?IL.VOI(1 0 w m 11 a w w 0) w w C7 3 co Sip IV w co co 0 3 2 O IN o_ N GL 0) tD w 0) N S 0) Z O O m Test Report Print Title for 196xx Southcenter Parkway Department of Labor and Ind. .,ties PO Box 44450 Olympia, WA 98504-4450 MIAMI CONSTRUCTION 912 N 20TH AVENUE YAKIMA WA 98902 ,CONSTRUCTION LLC CL890CJ '760-9,14 as provided by Law as: nstructlon Contractor R AL te, 2/11 /2011 tiara Date:2/11/2015 1 SEGALE PROPERITIES LLC Page 1 of 2 CloWashington State Department of Labor & Industries SEGALE PROPERITIES LLC Owner or tradesperson SEGALE, MARIO A Principals SEGALE, MARIO A, PARTNER/MEMBER SEGALE, MARIO A, AGENT Doing business as SEGALE PROPERITIES LLC WA UBI No. 602 023 533 PO BOX 88028 TUKWILA, WA98138-2028 206-575-2000 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SEGALPL902CQ Effective — expiration 02/18/2010— 04/03/2016 Bond SAFECO INS CO OF AM Bond account no. 6115146 $12,000.00 Received by L&I Effective date 03/28/2002 02/18/2010 Insurance Alaska National Insurance Co $1,000,000.00 Policy no. 14DLS31006 Received by L&I Effective date 03/28/2014 04/01/2014 Expiration date 04/01/2015 Insurance history Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602023533&LIC=SEGALPL902CQ&SAW= 05/13/2014 EX. 24" CON I.E. 22.10 on .-� AD (DDITION 9 AL� SCOCKS T EXIST WALL ALL J FOR ENTIRE TEMP. HO E SITE FRONTAGE. \_ ..-) EX. GRADE .`` CONTbUR (TYP.)N L TWP. 23 N., R. 4 E. W.M. NSE6 ._,.. X_ SANDBLAST FOOTING PLATE 19407 SOUTH -CENTER -PARKWAY IE8"SSCO WVbtg2 pw I zi - 0 o34' = 35.0 131 LF8"S LEGRES Whit It METER AND WCONNECTION TO MAIN. NEW SS M NHOLE (STD. PLA SS-05) OVER EX. " SS CONSTRUCITED SOUTHCENTER PARRWAY. RIM = 7--r ,,,1E—NEW 8" (S) = 34.6 EXCAVATE TO VERIFY. I.E. _-- EX. PAVEMENT EX SIS SIDE . SEWkR EX. S TRUC T CB# S-35B-1, TYPE RIM =33.7 (VANED GRATE) IE 12 (S) = 28.8 IE 12" (E) =28.8 EX. CB # S-35B, TYPE DESIGN RIM=.30.89 DESIGN IE 12" (N) = 27.22 —KNOCKOUT FOR NEW IE 12"(W)=27.22 GOLDSMITH LAND DEVELOPMENT SERVICES 1215 114th Ave SE, Bellevue, WA 98004 I PO Box 3565, Bellevue, WA 98009 T 425 462 1080 F 425 462 7719 www.goldsmithengineering.com 16 LF 12" SD @ 9.88% 10 40. EX. STRUCTURE . I • o 183 LF EX. 24 730") CONC. SO @ 1.07,6 GENERAL PROPOSED. LOCATION OF POWER SUPPLY/ TO SANDBLAST BLDG. Raj . 60 PLANNING APPROVED . �. o changes can -be made: to these -Plan ' - Division of. DCD Approved By: Date: LA EX. STRUCTURE . 1 0 I EX. S TRUC TURE • ILE COPY Plant No. Plan miew approval issubject t iwore and ornisslons. 1„!7; .,. ..0 of nstruction documents does not authorize _, __.•• i ation al any adopted code or: ordinance. Receipt ai s ;proved Field Copy and conditlons is aoknowledged: (5'1 Data* ./( /6( City Of Tukwila ILD i�►Ci DIVISION 19 SOUTHCENTER PARKW SEPARATE PERMI REQUIRED FOR: tr tfechanicai PLOTTED: DRAWN: DESIGNED: BPF APPROVED: FIELD BOOK: PAGE #: S Electrical tlumbing 5iPeas Piping t• Y Met My of TukWila EV..1_r. ':NG DIVISION • REVISIONS 14• o c a�f nges shall be made to the scope of work without prior approval of _• Tukwila building Division. , visi s-will-requiro a new plan subml aTT and may in -I . ' additional plan review fees. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors arl�'`� omissionswhich do not authorize violations o adopted standards or ordinances. The respor ibility forthe adequac: • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by RECEIVED CITY OF TUKWILA the Public Works utilities inspector. Date: 05 I ohl 14_ = By: PR 16 2014 PERMIT CENTER T21(0-1 1)11 SEGALE PROPERTIES LLC z. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 8 City of Tukwila BUILDING DIVISION 14 Know what's below. Call before you dig. JOB NO. 10148 CITY OF TUKWILA EMPLOYEE HOUSING CIVIL UTILITY PLAN FOR TUKWILA SOUTH PROJECT WASHINGTON SHEET HOME MANUFACTURE: CMH MANUFACTURING WEST, INC. LABOR & INDUSTRIES APPROVAL #: 99TWH1400001 TEMPORARY MANUFACTURED HOME INSTALLATION PER ANSI A-225.1 - 1994 DRAINAGE: POSITIVE DRAINAGE AWAY FROM STRUCTURE. SOIL BEARING CAPACITY: 2000 PSF FROST DEPTH: 12" GUTTER DOWNSPOUT STRAP AND SOIL ANCHORS 2'-0" EACH SIDE HEAT TAPE AND INSULATE WATER SUPPLY BALL VALVE — tgorolgee 3TRAPS,AT 4'-0" CR SANITARY SEWER A' SLOPE TO SIDE SEWER NORTH ELEVATION SLOPE GRADE STRAP STABILIZER PLATE SOIL ANCHOR DOOR OPENING BLOCKING ORM FOUNDATION PLAN 4" SOLID CAP 8"X8"X16"CMU SINGLE BLOCK PIER MAXIMUM 36" HEIGHT RISER MAXIMUM HEIGHT: 7 i" TREAD MINIMUM WIDTH: 11" RISERS: CLOSED GUARD RAIL HEIGHT: 36" MAXIMUM PICKET SPACING: 4" HANDRAIL HEIGHT: 34" TO 38" •4 WEDGES MM32 STEEL STRAP W/ TURN BUCKLE STABILIZER PLATE • 111-11 f-1 i_ I I 1=1 1--11-111=i I i-1 I I =1 1=I - i- -111=111-111E -I 11-1 i 1-111L-11 I -I 11-11 I -I 1 I= i r I =111=1 I I -__I _ 11__111=11 11I 111 1_=111111-111 1 111- 111-I-1 I 111= -1111E111-111=1 11--11 111E111-111-111E111E111-111E 11-111 E111E111-111 EAST ELEVATION ll MMA-6 4430DH SOIL ANCHOR REVIEWED FOR CODE COMPLIANCE APPROVED MAY 08 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA I11 H n n 0 n7 n WI J NATURAL RESOURCES :sp) INDUSTRIL ffi » PROJECT NUMBER: X co co co c^ co a • In N Q CO J sr, O O X Q Q * U_ U • * • = J W O Y KN D Lf) 1-- Y * Lf) N 0_ O CDwN 00 W. CO Z LD O X I) m CO W = J O CO W ▪ lf)1- rl O N A rl Cr) 0 Lu J CD •--' / J DRAWING NUMBER, WWW. SEGALEPROPERTIES. COM S:\Facilities\Residences\Sand blast housing \ Building \SBH floor plan 0412 2014.dwg, 4/14/2014 3:4 APR 1 6 2014 PERMIT CENTER Al SHEET, 1 OF, 1