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Permit D14-0120 - SEGALE TEMPORARY HOUSING #10 - MANUFACTURED HOME
SEGALE TEMP HOUSING UNIT1O 19407 SOTJTHCENTER PKWY D14-0120 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.gov Parcel No: 0222049043 DEVELOPMENT PERMIT Permit Number: D14-0120 Address: 19407 SOUTHCENTER PKWY Issue Date: 5/13/2014 Permit Expires On: 11/9/2014 Project Name: SEGALE TEMPORARY HOUSING #10 Owner: Name: Address: , , WA, Contact Person: Name: STEVE NELSON Phone: (206) 575-2000 Address: PO BOX 88028, TUKWILA, WA, 98138 Contractor: Name: SEGALE PROPERTIES LLC Phone: (206) 575-2000 Address: PO BOX 88028 , TUKWILA, WA, 98138 License No: SEGALPL902CQ Expiration Date: 4/1/2016 Lender: Name: SEGALE PROPERTIES Address: III 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: Fire Alarm: 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No < II Permit Center Authorized Signature: Vl.) • Date: 1/45.''�—►% 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. SignatureA�e ✓� %: ,/ G°"� Print Name: 646VeJ AIG54:31t‘.1 Date: S /3 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 TO OBTAIN THE WATER METER AND MAKE ARRANGEMENTS FOR 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 TUK . Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pen. VI 07,0 Project No. Date Application Accepted: Date Application Expires: (For office use only) 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 #10 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 ARCHII'ECT 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:\Appliatio is Forms-AppIiat ons On Line\2011 Applicat ons\P«mit Application Revised - 8-9-11.docx Revised: Augustzoll bh Page 1 of 4 BUILDING PERMIT INFORMATION )6-431-3670 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 O.. 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 2o1 Floor 34 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 O 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\Forms-Applications On Line\2011 Applications\Pamit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI ,TION — 206-433-0179 Scope of Work (please provide detailed information): Civil permit application #: PW 14-0034 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District # 125 m ...Water Availability Provided Sewer District m ...Tukwila 0 ...Sewer Use Certificate m .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 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" x 34") 0 ...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 ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance cubic yards ❑ .. Work in Flood Zone cubic yards 0 .. Storm Drainage ❑. ❑. D. D. ❑ ...Permanent Water Meter Size... 1.5 " ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line I WO # WO# WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Water Meter Refund/Billing: Name: Mailing Address: ZiP Day Telephone: City State Zip H:Wpplications\Fonns-Applications On Line\2011 Applicataos\Pomit 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 E AG NT: Signature: f) 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 x:\Applw;oos\Forms-Applications On Line12011 Appliatiooa\Pamit Application Revised - 8-9-1 t.docx Revised: August 2011 bh Page4of4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME TF1QL4Si' PERMIT # D I "[ ' O 20 If you do not provide contractorbids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for ;each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements BOO 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $250 (1) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Upto50CY Free 51-100 $23.50 101 —1,000 $37.00 1,001-10,000 $49.25 10,001— 100,000 $49.25 for 1s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for ls' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 1 Last Revised PEFILE COPY 0120DilleP012° Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY 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 $354.75 Apn 0222049043 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 TOTAL FEES PAID BY RECEIPT: R2116 R000.322.900.04.00 $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 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK $1,958.88 D14-0119 Address: 19301 FRAGER RD S Apn: 0222049043 $357.94 DEVELOPMENT $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 $10.40 TECHNOLOGY FEE R000.322.900.04.00 $10.40 D14-0120 Address: 19301 FRAGER RD S Apn: 0222049043 $357.94 DEVELOPMENT $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 $10.40 TECHNOLOGY FEE R000.322.900.04.00 $10.40 D14-0121 Address: 19301 FRAGER RD S Apn: 0222049043 $357.94 DEVELOPMENT ` $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 $10.40 TECHNOLOGY FEE R000.322.900.04.00 $10.40 D14-0122 Address: 19301 FRAGER RD S Apn: 0222049043 $357.94 DEVELOPMENT $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 $10.40 TECHNOLOGY FEE R000.322.900.04.00 $10.40 PG14.0054 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 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 PG14-0054 Cash Register Receipt City of Tukwila .19301,FRA ER RI n: 0222049i TECHNOLOGY FEE $6.28 TECHNOLOGY FEE R000.322.900.04.00 $6.28 PLUMBING $12530' PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 . PERMIT FEE R000.322.100.00.00 $93.00 TECHNOLOGY F E $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 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 CrirWSYSTEMS INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 431-2451 Pro 41i �, lam„ 6 Type of I ti 7 J --' f�.) t..r a \\Cs 14 fa`7 e..` J Date ,.Ts,- F--Cp...0.5*4 Special Instructions:•ice bJ Date Wanted: J• �- (tr— I my p.m. Requester: Phone No: 12,Approved per applicable codes. tOMMENTS: oCorrections required prior to approval. "..:w (1C riN1(& f rditavc{A4 ►ort! -- A..pm..mil , RPf +enJEi Date: NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1. Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee. 2. In response to timely notice, JM will arrange to inspect the Roofing System, and (i) If, in JM's sole and absolute opinion, the leak(s) is/are the responsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to retum the Roofing system to a watertight condition, or (ii) If, in JM's sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to retum the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of the Roofing System as well as any other areas of the Roofing System impacted by such failure. 3. In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee. There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you must examine and maintain these items on a regular basis: • Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all inspections performed and repairs that are made to the Roofing System. • Inspect your Roofing System at least semi-annually. This is best done in the spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds, etc. • Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and other accidents. JM expressly disdaims and assumes no liability for any inspections performed on the Roofing System. When checking the Roofing System: • Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. • Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. • Examine all metal fleshings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. • Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. • Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved Roofing Contractor. • Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. • Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in tum may lead to leaks in your Roofing System. • Examine protective coatings; any cracked, flaking, or blistered areas must be recoated. Protecting your investment: • Avoid unnecessary roof top traffic. • If you allow equipment servicemen to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. • Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor. All the terms and conditions of this Guarantee shall be construed under the intemal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America. Guarantee Services (800) 922-5922 E-mail: gsu@jm.com www.im.com/roofinq Mailing Address: Johns Manville Guarantee Services P.O. Box 625001 Littleton, CO 80162-5001 Shipping Address: Johns Manville Guarantee Services 10100 West Ute Avenue Littleton, CO 80127 ihrld Johns Manville Building Owner: KIR Tukwila 050 LLC/Kimco 3333 New Hyde Park STE100 New Hyde Park, NY 11042 Building Name: Buy Buy Baby 17686 Southcenter PKWY Tukwila, WA 98188 Approved Roofing Contractor: D14-a2, Cobra Building Envelope Contractors -Spokane, WA PO Box 19068 Spokane, WA 99219 Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. Years: 20 Year No Dollar Limit Coverage: The components of the Roofing System covered by this Guarantee are: Total Squares: 270 Membrane Peak Advantage Guarantee PEAK AhANT GE Guarantee Number: Expiration Date: Job Name: Date of Completion: ANTI 57266820 August 19, 2034 Buy Buy Baby August 19, 2014 RECCITY OF T j D wiLa AUG 19 2014 PERMIT CENTER Insulation Time Sec. Sqs. Roof Type Spec. Layer 1 270 TPO ST6RM ENRGY 3 FR Layer 2 Layer 3 ENRGY 3 Cover Board Accessories: Type Expand-O-Flash (1) Style: Expand-O-Flash (2) Style: Expand-O-Flash (3) Style: Drains (1) Style: Drains (2) Style: Vents Style: Fascia Style: Copings Style: Gravel Stop Style: Product Name Quantity 0 lin. ft. 0 lin. ft. 0 lin. ft. 0 ea. 0 ea. 0 ea. 0 lin. ft. 0 lin. ft. 0 lin. ft. These Johns Manville Guaranteed components are referred to above as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertlght condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiendes only to the extent they arise solely out of the application of the Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will render the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part, from one or more of the following (a) natural disasters induding but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour, (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (induding vegetative and solar overlays) based upon or through the Roofing System as well as any (ii) changes to the Building's usage that are not pre -approved in writing by JM; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faultylhmproper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty/Improper architectural, engineering or design flaws of the Roofing System or Building, inducing, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials only (and not the pre-existing materials — which is the Owner's responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsble for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a part of the Roofing System, induding, but not limited to, deterioration of the roofing substrate, walls, mortar joints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super -strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (1) it is delivered to Owner, and (2) all bills for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any services/work. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee a to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (induding expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building Owner shall pay it. TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM's delay or failure in enfadng the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which are required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections are solely for the benefit of JM. JM does not supervise nor is it responsible for a roofing contrada's work except to the extent stated herein, and roofing contractors are not agents of JM. *JOHNS MANVILLE ("JM") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108. By: Robert Wamboldt Title: Vice President & General Manager Roofing Systems Group Larry Tate Attomey-in-Fact Addendum(s) None - • tigs . . 11%',.".9,.:•,.A.v.4-1. ... . , .. i . . : ! 7 . : i . . i , • All nailing muet be Comp(eted according to Table 340. ;1,4.4).46- $41. Table 340 N , I Schedule . . : • . • . Caterei.70141 1. Joist -to sill or girder, tc 6. Sole plate to Joist or blocklig, typical faree Sole plate tojoist or blocking, at bincud wall web 7. Top &tato stud end nail 8. Stud to tole plate 9. Double studs, Stce nail 10. Doublet, top plates, typical ace Pawed Plates, laP BlocidngbotOmen joists or tuftell tOP pia*. toenail 12. Rim '�18tt� plata, *hail NAMING! 161 at 16" o.c. .10.04 t 3-16d per 16" Z.16d toenail or 2-164 end nail 16d at 24" o.o. 16d at 16" o.c. 8-16d 34d 8d at 6" o. 15. etilingjoisb to plate, toenail J6. .entitittOtribeittler tei stud, toenil UL.tea14s5t _ 75!. 1 4 Z I i 4-8d f.r.wasp5 taut) 01.144.1:1 'At 1 &Vil= 1116 .4 .q,.:i4, _$.:s - . _.i: ,; • vIv,I. p4,- f • . I ./i;iA, t "11 ( ,,• • -f : l‘fee4 Ls Aj/.12;k f, toro•-. 4<in.. ;-k1 . . i . .. t ' ......4.14v4.„.r.,,14.......1 -4 _...i......_..4........_:..._...÷_............; - 4 t • •••• ...,.. ,. ....,....1........t... 44 JA, '1117.;:tig ixt+ , -•!•-12 ' PIERkell' • • -.1•••••••-'.P.P.t.„ ; • "T• '••" • I 7 to; . 1. q47-.1..174 5 -$4 FAMILY OP Elt.A.NDS By Chkd. BY vagr, aimPage 1 of 12 , rite "14%14 "it ftfei w Date I *Inc Subject / s coke_ ir• 4„..s c,a0A.44- ii&J100.4 Sheet No. of - 344- art - 6.6c) Date Pr4 No. 7 Sh (44 St4f.E.4 threei446 OA "if.4;11.kr..... - • Li 70 14.401., • t • "'-- • • -;- • • 1. • , • 40-40.,c.t Aer 40. . 4-4 3 & • 4 • • : : 26 In.; • • • 050.11 -C:00E4OMPLIANC4 • Auft.-Di r • i I i ' i • • I i I L. f , s • ow. n ) • •-•••••••••••• •.....•••••••.. •••• ! ; .... "4PR! it •-•44 1 1 (014 1 • • • 2#0 ,y .'/, " ' ' 3 Main Me . 1.5" g` :� , ". >',� '• 1 !F? r +:t7�� Woad and d orappued load a: 0 P=(penetration Into main member) (Im): 1.50 in #8x3x 1.5 Pen. Wood Screw Values per 2001 NDS[Aos] MAN IJ CTU RING I oZ 0 Z $Fastener Description: #8x3x 1.5 Pen. INPUT . Screw #: #$ D: 1.00 fl (this_ of side member): Main member (steei,spf,sp) Side member (steei,spI,z p): Fyb (bending yiefd strength Minimum penetration (6xD): Dr (threaded dia. of screw) & D(shank): Penirsa#fon Factor (1)calculated: 11.5: Edge Distance fpguIreritents Lrnin/D= 11.46038 Parallel to Grain= 0.20" or 1/2 spacing between rows Perp, to Grain: Loaded Edge= 0.52" unloaded edge= 0.20" Ko=1+.25(arrgle/90)= 1 RD(Kd)= 2.2 (based on diameter) �_ 2`2 Rt Lm/Ls=1 Calculation of Constants: ti=d/cos angle Re=Fern/Fes= 1.000 ti= 1.50 in k1= Rc+2Rc^2(1+Rt+RtA2)+Rt"2Re"3-Re(I+Rt) _ (1+Re) Page 2of12 Page CFA-3,0 By: JWW Date: 2 4 1.5000 Peril Peril 90000psi 0.7861n. 0.131 in 1.00 k2=-1+ 2(1+Re) +2Fyb(1+2Re)DA2 _ 3 Fem 1mA2 k3=-1 .. 2 ( 1 *Re) +2Fyb(2+Re)D42 Modes of failure Values. Zim/IssO*(Lm or LsXFern or Fes)/Rd= 300.49lb Z11=K1 Dlsres/Rd= 124.47th Z1Hm=k2*D" is*Fem/(Rd*(1+2Re))= 110.13Ib Zliisk.3*Dis*Fem/(Rd*(2+Re)= 1.10.131b ZiV=D"2/Rd*(2FemFyb/(3(1 +R8)))A(1/2)= 78.371b Lanka = 7: 3. Z" EOd*CD* PerLfactory= 7411.37 Ilil Factored 2 78.885 Rd 3 Fern 1642 Gyp: 0" Fern = 3364 psi Fes = 3364 Psi 0.164 In 1.100 300.491b 03nto eldgrian. [Throe nailed 0 Diaphram bad WITHDRAWAL DESIGN VALUE: W=1285CGG" 2*D= 82.45 pli It=2/31= 2.00 ►. pt 1.60" W=WPt= 123:67# Wfactored= 123.674 11.2.2.2 Wood screws shall not be loaded in withdrawal from end grain of wood. 11A Combined Lateral and Withdrawal Loads: Z c=(Wp)Z/(wpsin"2a+zcos^2o= 78.371b 1.31 1-9/15/06 2.2 2.2 2.2 2.2 2.2 CMH ENGINEERING 2001 screws.XLS ver. 1.0 page 1 MANUFACTURING FfIgNIQ11201CrktIQIIL$TAPidEl 59a INPUT: LSTAPLE tsis Letieli- 2 1/2" iiniiiith-eIThIckness: 1.50 in An& been wood swine and direction of wood load & 0 p (penetration into main member) (1m): 1.00 in irrneurs tha Main member is adequate) tl (thickness of side member): Main member (steelispfisp): ,spF Side Member (steelMAP): Fyb (bending yield stength of wood acre Minimum penetration (6xD): D (Shand dla: of 6011): Pentretion Factor p/(10D): M staple bending moment= 4.000 Calculation of Constants: Re=Fern/Fes= 1.000 STAPLE 15ga Values per ESR-1539 CD: 1.00 Fem = Fes = 0.432in. 0.072 1 RD (Ko= 2.2 (based on diameter) Rt=Lm/1..sm 0.8666667 Page 3 of 12 By: JWW „ Date:_2(11M2214 • CEL-10.02 Cd=P1(813)= 1.00 kl =-1+ 2 ( 1 + Re) + 2Fyb (1+2 Re) DV 3 Fem ImA2 +2Fyb (2+ Re )DA2 / Re 3 Fem IsA2 Modell of Failure Values: Z=0*(1..m or Ls)(Fem or Fes)/Rd= 139.421b 209.131 Z=1(1131sFee/Ftti= 221.061 bc-tsifeeD/M11;"FegiFetn+1)) +FeetVlte2/(2*Fes/Fem+1)A2+tsA2/(2*Fes/Fetri+1)) +41N(FeeD*(2"Fes/Fern+1)))40.5= 70.92Ib Zrteafetn/(Rd'"(2+Re)= 71.58Ib Z=DA2/Rd*(2FamFyb/(3(1+Re)))A(1/2)= 28,081b Z=2FemD/Ktrthf/(FeniD(1+Fern/Fes)r.5 22.52Ib Z401*Oi e 22.521 reti*CD* Pen Tr 1.027 0 Into endgrlan. 0 Tee nailed 0 Diaphram load staple leg Factored Z: 46.03222 WITHDRAWAL DESIGN VALISE W="1380G*(5/2)*D*2= 22.72 pH it4./31= 1.07 " pt= 1.00" W=WPt= 22.72# WfactOred= 22.71772 11.2.3.2 Nails shall not be loaded in withdrawn from end grain of Wood. 11.4 Combined Lateral and Ylfithawnval Loads: Za4WcaififiosinA20_a+zoOFA2Cp 40.03 lb FMTMER USAGE LATERAL VALuEs: C,d f i 1.15 [ 1.25 I 1.33 I 1.6 Normal 45.03 lb 61.8 lb- 56.3 Ib 59.9 lb 72.1 lb Toe Naile 37.381 43.0 lb 46.71 49.71 59.8 lb End Grain 30.17 Ib 34.7 Ib 37.7 Ib 40.11 48.3 Ib Toed/ and 25.04 lb 28.81b 31.3 lb 33.3 lb 40,1 lb 4260 Pel 4200 psl 100000psi 0.72 MODE Im & Is MODE II MODE Illm MODE Ills MODE IV MODE IV m Calc. 6/0606-1 CMH ENGINEERING 2006staples.XLS ver. 1.0 N61038SN1 1000 01 t;oaa NOIIO S311:11Sf1QFat c' By . d a✓a.,r NDS Date -11/3/74( Ohkd. By Date Subject '► s x - ....!4y a t5/,,,orpC,) n`G-•:/s.. Page 4 of 12 Sheet No. Proj. No. wa% .. C .QC) rya a,4.. T l+,` .44,1Q,.. m ► + ' _ i _ • 4411PXA44 . ,' htAY s/g►' to rz _. . !'4Srsi'lFi!'Si{► T'H%%./k oe.14cd- m L 4?1.094.id1h�ern 7 2s+c 1 1 1 1 i • 1 r ! i • of,_ .25U 1" . ..�. f- ... r 1 r i f -i -•. .. _. ' j . • r 1 • i I } • ' .. 3.. _ ......... ._... .. i,....1.. . ... i - . 1..... ... : ..... ... J , i � 1 i 1 1 1 • 1 j , ASCE 7-10 Wind Loads MA N U FACTV. R I NC chapter 28 70 mph design wind speed CMH Pressures have been reduced by'80% for ASD derdgn toad factor *Wind Speed: 90 mph Height above ground level: 0 hurricane prone regions( Exposure Category (8.5.3 Category (Tabl iportance Factor (I) (ta Truss Pitch: Max, sidll ht: Max. endwati fit Blocking Ht: Number of box widths: total Widths. (ft) Unit Length Li max & Unit width Lw ( max Vert. Roof Prot Mean roof ht (h): .1 Floor Depth: (tab! Page C-12.R.K.C:'I .1 111612 BY: ww DATE: 2/18/2014 FOR: 9589: e 1): t,2 ", -enclosed *Ultimate wind apeed=117mph 6-1):1 3/12 14.036243 degree slope 108"98" Trib Area width>=Ht/3 thus Arnin=ht42/3 32" 1 15 Min): Min): 33" 54.5" 12.875 10" .00258K2KztKdV"2 qz= 9. psf Components and Cladding:Part 1 qh= .00266KziKztKdVA2 qh= 15; paf Gopl= 0.18 -0.18 Internal PressureCoefficient GCp: Max. 96" 98 " ht.. endwall pox width 180" 180" 0.94 e. *2 Gap based on equation slope 58.4' 180" 32.5" 164.26" where: GC fig. Goo based on equation of from flu; 8-5 Roof Pressures 10 75 11111211111 -28.1857 -13.371.120 41.8107299 •35 -13.371129 .9.25 13.1838488 20.6? 48288 a: perimeteredge.end corner distahce= 100 15 56:4' 180" Trlb Area: 10 21.33 33 33333 27 GOP End Zone -1.40 1.00 -1.28 .25 -18.1803008 MAWFR$ Wind Per»endiaular to Rift.:Envelope Procedure Chpt. 28 wall roof Interior one 1,00. 0,94 0.94 0.92 .6 418492e28 1388 4e:0945is s -3+4.1584128 roof wall wall Kr 0.85 Ko= 0.85 Kzt=1 I z= 0.85 GsT4 0.85 ridge building Overlie 4.858589 -35.658888. 45.888589 3it End ..Zone -23.87118 17.6785 *1.98017 18.808 ►21,930.7 6.8+.8 1 '18 73 • 48.1292288. 442. 972794 42.3972794 40.1811188 roof roof 0.85 0.85 1. _s 14.98178 14.98178 gz=gh qh= L=unit width wall Overhang: 18" 1 " table 26 6-1(.86 for buildings) table 6-4(85 for table -3 bui drnggs)) no surounding hills or ridges exterior wait sheathing: 4-16.479936 5 20.974484 exterior roof sheathing: 1-16..1803008 2-28.1857088 3 -41. 4929928 CMH ENGINEERING FOUND13.11a.xlsm7-02 high slope 11W..Srlako - s i orior Zone 20.8 NC: r•:::"•fa^+r�J Jet f:r End Zone: -26.5 Toil Loads far sheer mils end tiedowns: Location: Pressures 2 12.8 0.0 13,0 End Zone 19.2 19.2 0.0 0.0 18.7 9.2 3.8 12.1 6.7 DIAPHRAGM Load (Of) : 57,48405" 86 360097"1 87.48�405 '88.3600971 MWFRS End Z011 = 6' stdewall and [Rarapet] 3' Base Shear sill plate (pit): 1 08.58098 183..124827 JAWFRS YljInd Para', eel to. Riche. 5 2. 6 SE - 3,3 8.7. ti NO1.tD3S �- .,, i1� :.. , t1PL TS: TLLag -13.03 -7.64 1 2 3 -13.0 -8,2 ASCE 7-10 Wind Loads chapter 28 70 mph design wind speed -923 -8.30 8.18-18.73 -12.08 -3.84 -2.91 -Gpp 1.8 0.0 7,6 13.3 1 13,55 -13.33 -6.69 Page C-12.R,K,C.17 M46112 BY: JWW DATE; 2/18/2014 -1.1.03 -9.44 -9.44 -5.64 -4,05 psrEosangle -7.0 -2,8 M I AS OVERHANG liP.LIP7S: Intdrfdr Zone: -20.8 End Zone: -26.5 Tote(Loads for sheer°walls. enditedowns Location: Pressures. 2 -Gcp 1 10.34 10.34 2 13,0 7.6 3 8.2 2.8 Side Walls -9.4 -4.0 DIAPH. Load (plf) length of unit: 70.854361 85.6a56672 Base Shear silt plate (p10: 117.37273 155.810304 6.4 11,8 2E -18.7 -13:3 3.E -10.6 -16 End Zones 2.00 -Gp 15.58 16.58 18.7 13.3 10.6 5.2 -5.2 8E 9.1 0 9.86 114.9681002 1 -9.4 .4.0 -4.05 172.720193 4 -9.4 -4.0 1lel: Tres 14.98176 14.98176 CMH ENGINEERING FCUND13.11a.x1sm7-02 high slope Page 2 of 2 MANUFACTURINGM "Wind Speed: 90 mph 0 hurricane prone regions y> Category (Table 1): 2 iportance Factor (1) (table Truss Pitch: 4/12 1 Max. sidewall ht: 96" Max. Endwall ht: 108" Blocking Ht 57.6" Number of box widths: 1 total Widths (ft): 15 15 Unit Length U max & Min): 56.3' Unit width LW ( Max & Min): 180" Vert. Roof Proj: 41.3333" Mean roof ht (h): 184,167" 16.347222 Floor Depth: 10" .00256KdV"21 qz= 15. psf Components end Cladding:Afethod 2 tlh= .00256Kzi(ZOdV"21 qh= 15. psf Gbp1= 0.16 -0.18 GCp: Max. 96" 98„ ht. endwall box width 180" 1S0" Trib Are 1:0 num MUM 'GOP nd Zone 1.00 0.94. -1.28 MIEUNIEEULIII Gcp based on equation 75 0..71 0,94 0.92 ASCE 7-06 Wind Loads Section 6.4.2 Height above ground level: Exposure Category.(6.6.3) C -enclosed 8.434949 degree slope Trib Area width>=Ht/3 thus Amin=ht/2/3 56.3' 180" 38" 181.5" Overhang: where: Kzz 0.853472 Kd= 0.85 table Kzt=1 Kz= 0.853472 G= 0.85 ridge Internal Pressure Coefficient GC. . Interior Zane -1. 0 -1.04 -1.04 -1 02 s ope Ironing. 3' -1,. .26 41.20 Gcp based on equation of slope from -2:60 -2.1 •',16 .1Q 6-5 -41:8104288 -36,23767301 -35.23767801 perimeter edge-34.2979488 a: P and corner distaance= MWFRS Wind Perpendicular to Ridge: Method 2 wadi roof 1 CMH ENGINEERING 1.0 0.94 0 ;4. 0:92 Dv -2.20 .2 e -2 20: -2.20: Page C-10.R.K.C:1 Z ®48 14 . BY: .,iWW DATE: 2/18/2014 FOR: 95892 16" 0" 6.4{ 85 for buildings) table 6-3 ) table 6.4(.86 for bulldiegs) no surounding hills or ridges building exterior wall sheathing: 4-16.547266 5-21.060144. End one -23.76788 .0.:9. -22.0197 :21.4 626 Marl S . NWM*e 3: 3;'7O -2;85 -2$0 -68.88 48 -422..5104709 -42,004709 40.3151328 FOUND14.0,xlsm7-02 high slope 177507 • Erna :61 766.. 16.6049 Into or Zone ,16.2048888 =ts.38(b76 46.10.17807 11 7508928 1 •.8 883078 MEELME" exterior roof sheathing: 1-162483960 2 -28.2807848 3 '-41.8104286 es gz=gh 0,853472222 16.04296 qh= 0.853472222 15.04296 L=unit width Wall NOLLO3d9NI ass CINY .. •. 3f6 NCO O "'; ASCE 7-05 Wind Loads Section 6.4.2 G UPLIFTS: Interior Zone: -22.4 End Zone: -28.1 Total Loads for shear walls. andlledowwns; Location: Pressures 2 -Gcp End Zone 1 144 14.0 21.0 21.0 2 0.0 0.0 0.0 0.0 3 13.1 7.7 18.8 13.4 4 9.8 4 3 12.8 7.4 DIAPHRAGM Load (pit) : 83.0786" 94.653221" MWFRS End.Zone= 6' sidewap and Base Shear sift plate (p1f): 119.14847 176.789417 MWPRS Ind P,, li. to Rida*: 1 2 a -2.9 -1.7 11.9 MWFRS OVERHANG UPLIPTSz interior sae: -22.4 End Zone: -28.1 Total Loads for shear walieand tledowns: Location: Pressures End Zones 2 -Gcp 1 10.38 10.38 25 .64 2 13.1 7.7 188 3 8.3 2.9 10.7 Side Waif -9.5 -4.1 DIAPH, Load (pit) length of unit: 75.252407 89.9560008 Base Shear sib plate (ill): 121.9608 180 357954 -Gcp 15.64 13.4 5.3 Page C-10.R.K,C.1711.14tti2 BY: d1NW DATE: 2/18/2014 psfy'cosangie pst'sin angle 3 10.48 126.157208 180,3064411 1 LEMM qz= 0.853472222 15.0429$ qh= 0.853472222 15.04296 3 CMH ENGINEERING FOUND14.0.xlsm7-02 high slope Peae 2 of 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 OSB Page 9 ojj 2 EXTERIOR CLADDING FASTENING CHARTS: ROOF SHEATHING FASTENING SCHEDULE: MAXIMUM FASTENER SPACING (EDGE/FIELD) INCH O.C.e.' 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 ZONE2 35.8 PSF 6/9 6/6 ZONE 3 58.4 PSF 5/5 3/3 [SPACING BLOCKED DIA. BOUNDARIES) [4" OC (� BOUNDARIES] 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 6/12 6/12 6/11 6/7 14"OC@ BOUNDARIES] 16 24 6/12 6/12 6/12 6/10 6/10 6/7 6/12 6/8 6/7 5/5 16 24 16 24 6/12 6/12 6/12 6/12 6/12 6/10 6/11 6/7 6/10 6/7 6/7 5/5 [4" OC BOUNDARIES] 6/12 6/8 6/9 6/6 WALL SHEATHING FASTENING SCHEDULE e89: 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" 14„ 6/7 5/5 5/5 3/3 [4" OC BOUNDARIES) 14" OC BOUNDARIES) NOTE: A MORE RESTRICTIVE FASTENING 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" ; i6 GA STAPLE- 1" ; 15 GA STAPLE -1 3/8" 14 GA GMH Mafutactunng Inc. STAPLE- 1 1/2"; .120" NAILS -1 3/8" ef. Cale. #:CSW-10.10._ .C..0.Oj148j-1 Ver. 14.1 bate: 02/18/14 APPROVAL #: SW-10,10_._.C.D.01148j-1 NO1103dSNI 019IA anni 90kµnE78998RIRAGM SPAN CHARTS: 1 NO11Da IIBlsna' 0 z A HEATHING/ FASTENING 13 DIA. A 7/16" (24/16) PS1/PS2 RATED n+»«tn�TAadaddN6 11.5"X16 GA. STAPLES @ (6"/12") CN 1 "aft,` JO betait C DIA B chords: DIA C chords: DIA D pIA E chords: 7/16" (24/16) PS1/PS2 RATED .131X2.5"'@ (6"/12") Detail A 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X15 GA. STAPLES @ (6"/12") Detail C 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X15 GA. STAPLES @ (6"112") Detail D 7/16" (24/16) PS1/PS2 RATED 7/16"X1.5"X16 GA. STAPLES @ (6"/12") Detail E 96" SIDEWALL HEIGHT L (fL) 78 78 Y (ft.) 78 78 X (ft.) 0 0 78 78 0 78 78 78 78 0 0 Notes: 1) WIND SPEED: 90 mph -enclosed (Exp. C) 2) Max. sidewali height of 96 inches or per table above 3) 4/12'max. roof pitch. 4) L=Max. span without skylights within "x"of shearwalls. 5) Y=Max. span with skylight within "x"of shearwalls. 6) 48" Max. skylight measured parallel. With trusses. 7) Max. Seismic category C: Ss=0.49 Sd1=0.49 Page 10of12 L (ft) 1 Y (ft.) 1 x(to 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 pattern. 10) Allowable sheathing live Toad 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 shearwalls 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._.1CC.16:_,[148}1 Drawn by: JWW Date: 02/18/14 APPROVAL #: SW20.10., .K.C.16._.t148j-1 C SHEARWALL CONSTRUCTION: SHEARWALL CONSTRUCTION: S/w ID SHEATHING SIDE 1 FASTENING: SHEATHING SIDE 2 125 1/2" gypsum board (blocked edge:sd n .0 16 Ga. staples Mr') Nonstructural panel 195.16 7/16" (24/16) PSI/PS2 RATED 298.48 7/16" (24/16) PS1/PS2 RATED 396.06 7/16" (24/16) PSI/PS2 RATED 328.44 7/16" (24/16) PS1/PS2 RATED 495.88 7/16" (24/16) PS1/PS2 RATED 656.88 7/16" (24/16) PSI/PS2 RATED 781.88 7/16" (24/16) PSI/PS2 RATED ALLOW GYP SEISMIC WALLS: N STUD SPECIES (SYP): N STUDS are 16" O.C. MAX.?: Y V1e71.5"x16 GA. STAPLES Nonstructural panel meno.rxle GA. STAPLES Nonstructural panel V1rxl.sxle GA. STAPLES Nonstructural panel .131X2.5" Nonstructural panel .131X2.5" Nonstructural panel .131X2.5" .131X2.5" 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 Page.11 gf_12;;.-. FASTENING: NMI/ Sslopes ) Glue Glue Glue screws@ (8/12) naNstaples (rn") Nonstructural panel wriw,raWPM* (MI 1/2" gypsum board (unblocked edges) unwise.. oos 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 S/W TYPES= Combined ceiling board and roof decking diaphragm design: Diaphragms will delect 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=1g (relatively 1 is the same size thickness diffrence is relatively small and depth (home width Is the same). Therefore: DSVg<= Max(110 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 plf Say DSVga (Allavie Gypsum shear as adjusted by stiffness with roof sheathing)= AG*DSVc Unblocked Blocked Unblocke 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 NOLL33dSNI 01314 MY 3000 Iowans CM1dvw Diaphragm span calculation By: JWW MANUFACT R1 d ASCE 7-05 Date: 2/18/2014 •�t I.I.D9S NOI Yid d truss heal 6 Version: 14.1 isi-•, qNt (INN' m i dQ cl3a .Alti.soviso _ _ qi.kiLq 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 Toad: 63.0786 94.65322 0 5.26p1i 7.89p1i 0 shearwails 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=L/2-(2v/S P)(W-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 (plf) S-Sidewaf 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 Toad=(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 given when a given opening is located within this minimum distance. max. span=78 1 JMax. spans without skylight within x seismic wind control CHORD Max L 48 skylight ht DSV max span 372 Based on Tension Cord • - - -_•-_.•.-r..... .....,. vr.cal l IV ICI 1,110r1 max span Xmin. 127.1 78 244.3877 78 78 Detail C 4798.9 90.7 78 x0.' 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.' 159.9 78 300.9046 78 78 Detail D 4798.9 106.E 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 237.8 78 435.1323 78 78 Detail C 4798.9 90.7 78 .' x=.' 237.8 78 4.35.1323 78 78 Detail D 4798.9 106.6 78 x4./.' 192.7 78 357.4215 78 78 Detail E 4798.9 115.1 78 x=0.' (Allows fc CSW 20.10._ K.C.16_.1148j-1 Page 12of12 MANUFACTURING PRINT DATE: 02/13/2014 Model* 1556S Customer $enhet 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 Gear 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 IS 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 (Sas): 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. �.:.....,,. 4/12to4/12 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"x10.8p1f 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 built by other companies is strictly prohibited. F fLENAME:955C-10. R. K.C.16.4.148(4) Page 1 OF 24 MANIMMI LS.CRIPTION NO1.1039 M U a kind SSYd S81ldiSfiONt ❑ + K�, ��t� NO30NlNS art IrS 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 8 9 TABLE L 10 TABLE M 11 KEY 4 12 02 13 D8 14 D10 15 D12 16 D18 17 D34 18 E 19 F 20 G 21 H 22 23 24 FILENAME955C-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.16.4.146(4) Page3OF24 NOita9dSNI 0131.4 anro ' 3000 of ioa'ans Instructions 1. DetitigiUdighloil classification, (see table R405.1). S31 gblItetSpVtion and anchorage designs are not applicable for the following conditions. In it geotechnical evaluation must be performed and foundation must be esigne by a pro essionai engineer in accordance with section 1805.8 (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, UW, exceeds the values specified in Table L. 3. Determine foundation wail 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 Pate 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 sidewali and endwall under corresponding column. 12. Determine if shearwall foundation holddowns 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 corripany 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, backfill, 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 backfill. 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) Page 5 OF 24 Nou0 SNI a Id 1 r 14. AI( can mall be Grade 60 minimum, All splices shall be lapped 24" minimum and splices shall be offset}}30" minimummwithin same footer. 15. All cdriZr71 grou}'shall be 3000 psi at 28 days. cw.i oaddV ainWttft,51Meakdrawing for specific foundation layout. p N vM 3O 1VLS 17. Concrete footings 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 buift 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 Toad 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. Home 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 thatretain 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 polyethylene, d. 40-mil polymer -modified asphalt., e, 60-mil flexible polymer cement, f. 1/8" cement -based, fiber - reinforced, waterproof coating, g. 60-mil solvent -free liquid -applied synthetic rubber. 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.A,148(4) Page 7 OF 24 N011.03dSNI 013id ONb 3090 01 Iowans N0110 Iiaisr NO HOZ u Z SOIL CLASSIFICATION TABLE R405.1 r1iV.Nc1 AA 4 30 psf LATERAL SOIL LOAD UNIFIED SOIL V C� A$$LF!CATION AffeBOL rs GW SOIL DESCRIPTION Weil -graded gravels, gravel sand mixtures, little or no fines DRAINAGE CHARACTERISTICS' Good FROST HEAVE POTENTIAL Low VOL. CHANGE POTENTIAL EXPANSIONb Low ALLOWABLE SOIL PRESSURE 3000 GP Poorly graded gravel or gravels sand mixtures, little or no fines Good Low Low SW Weil -graded gravels, gravelly sands, little or no fines Good Low Low 3000 2000 SP Poorly graded sand, or gravelly sands, little or no fines Good Low Low 2000 45 psf LATERAL SOIL LOAD GM SM GC Silty gravels, gravel -sand -slit mixtures Silty sand, sand -silt mixtures Clayey gravels, gravel -sand -day mixtures Good Good Medium Medium Low Low Medium Medium Low 2000 2000 2000 60 psf LATERAL SOIL LOAD SC Clayey sands, sand -day mixture Medium Medium Low ML Inorganic silts and very find sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity Medium High Low 2000 1500 CL Inorganic days of low to medium plasticity, gravelly clays, sandy days, silty 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 SPECIAL INSPECTION REQUIRED OL Organic silts and organic silty days of low plasticity Poor Medium Medium OL Organic clays of medium to high plasticity, organic silts Unsatisfactory Medium High Pt Peat and other highly organic soils Unsatisfactory Medium High 1500 SPECIAL INSPECTION REQUIRED 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 less than 2 inches per hour. b. Soils with low potential expansion typically have a plasddty Index (PI) of 0 to 15, soils with a medium potential expansion have a PI of 10 to 35 and soils with a high potential expansion have P1 greater than 20. FILENAME:955C-1 O.R.K.C.16.4.146(4) Paci CIF 9d Max. Wall ielght to5 feet Maximum Unbalanced Fill feet 7 feet feet feet feet 4 5 4 5 6 7 4 5 6 7 8 4 5 6 7 8 9 8 9 10 TABLE R404.1.1:IRC 06 09 PERIMETER FOUNDATION WALL MINIMUM REQUIREMENTS [Seismic Seismic Zone: Design] GW, GP, SW, & SP Solt Class (30 PSF) GM, GC, SM-SC, & ML Soil Class (45 PSF) Plain Masonry �•eo Walls 6 In. solld (3) or 8 in. 6 fn. solid (3) or "8 in. 6 in. solid (3) or 8 in. 6 in. solid (3) or'in. 10 in. 121n. 6 in. solid (3) or 8 in. 6 In. solid (3) or 8 in. 10 in. 12 In.. 10 in. solid (3) 6 in. solid (3) or 8 in. 8 in. 10 in. 12 In. 12 in. solid (3) Footnote (4) NA NA, NA 8" Reinforced Masonry Walls L #4 @ 48 in. o.c. #4 @ 48in. o.c. #4 48 in. o.c. #5 (¢,l 48 in. o.c. #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. #4 @ 48 in. o.c. #4 `e 481n. o.c. #4 @ 48 In. o.c. 5 @ 48 in, o.c. #6 @ 48 In. o.c. W8 @ 40 In. o.c. #6 © 48 in. o.c. #6 @ 401n. o.c. #6 @ 32 In. o.c. 8" Poured Concrete Walls ar PC PC Plain Masonry' ° ° Walls 6 In. solid (3) or 8 In. 8 In. 8" Reinforced Masonry Watts s.v 8" Poured Concrete Walls e• 7 PC PC PC PC PC PC 8 10 in. 121n. 10 in. solid (3) #4 @ 48 in. o.c. #4 6 481n. o.c. #.5 1 481n. o.c. #6 @ 48 In. o.c. PC. PC PC PC #6@41 PC PC PC PC #6@36 in. o.c. #6@35 in. O.C. #6 @ 35 in. o.c. #6034 in. o.c. #6 @ 27in. o.c. 6 in. solid (3) or 8 in. 10 in. 12In. 12 in. solid (3) 12 in. solid (3) 6 in. solid (3) or 8 in. 101n. 121n. 121n. solid (3) Footnote (4) Footnote (4) NA NA NA 44 r:, 48 in. o.c. #4 @ 48 in. o.c. #5 © 481n. o.c. #6 @ 48 in. o.c. #6 @ 48 in. o.c. #4 © 48 in. o.c. 1t4 48 in. o.c. #4 @ 48 In. o.c. #8@48in. o.c. '#6 @ 40 in. o.c. 46 @ 241n. o.c. #6@32in.o.c. #6 @ 241n. o.c. #6 16 tn. o.c. PC PC PC #5 @ 48 in. o.c. PC PC PC #5@411n.o:c. #8 @ 43 In. o.c. PC PC PC #6635 in. o.c. #6632 in. o.c. #6625 in. o.c. #6 @ 29 In. o.c. #8622 in. o.c. #6 @ 17 in. o.c. SC, MH, ML-CL, & Inorganic CL Soli Class (60 PSF) Plain Masonry' ao Walls 6 in. solid (3) or 8 in. 10 In. 8 10 in. 10 in. solid (3) 12 in. solid (3) 8 121n. 12 in. solid (3) Footnote (4) Footnote (4) 8 In. 12 In. 12 in. solid (3) Footnote (4) Footnote (4) Footnote (4) NA NA NA 8" Reinforced Masonry Walls sa 8" Poured Concrete Wails e. r ralanced backfill height is the difference In height between the exterior finish grade level and the top of the basement slab. ,kfill shall be placed only. AFTER the home has been anchored to the foundation wail. • Ali 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 . irouted hollow masonry units are permitted except where otherwise indicated. Solid grouted hollow units or solid masonry units. Wall 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 = Ptaln Concrete (Concrete with less reinforment than minimum for reinforced concrete) All reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wail to the vertical orcement shall be at least 6 1/16", but not more than 6 11/16". ?formation above has been extracted from the 2009 IRC Tables R404.1.1(1), Tables R404.1.1(2) Tables R404.1.2(3) created with odfFactory trialversionwww.odffactorv.com 44@ 48 In. o.c. #4 @ 481n. o.c. #5@48in. o.c. Y18 40in. o.c. #4 @ 48 in. o.c. #4•@ 48 in. o.c. #5 @ 48 in. o.c. •#6 @ 40 in. o.c. .#6 @ 321n. o.c. #4 @ 48 in. o.c. #5 @ 481n. o.c. #6 @ 481n. o.c. '#6 @ 40 in. o.c. #6 @ 24 in. o.c. #6 @ 16 in. o.c. #6 @ 24 In. o.c. #6 @ 161n. o.c. #6 @ 16 in. o.c. PC PC PC PC 45 r 48 in. o.c. #6 @ 48 in. o.c. PC PC #6@321n o.c. #6 32 in. o.c. #6618 In. o.c. PC PC #6035 in. o.c. #6632 In. o.c. #6628°in. o.c. #6 24 in. o.c. #6 @ 21 in. o.c. #6@16 in. o.c. #6 @ 13 in. o.c. FILENAME:955C-10.R.K.C.16.4.148(4) Page 9 OF 24 N S3fUi *v°1193dsNi o73id °liaximum Aspect ect Ratio, L/W for Unbalanced Foundations 3000 011o3rens SOIL CLASS i OZ O Z dYW urm Wail o1103s Mamie SVd SnW1 ugv).:+(Jd 1 du .1.dd0 NO r)N1H9V740eet 3J Maximum Unbalanced Fill 4 5 6 7 GW, GP, SW, & SP (30 PSF) 4.0 4.0 3.0 1.9 GM, GC, SM-SC, & ML (45 PSF) 8 feet 9 feet 4 5 7 8 4 5 6 7 8 9 4.0 4.0 3.4 2.1 1.4 4.0 3.4 2.0 1.2 4.0 3.9 2.3 1.4 1.0 SC, MH, ML-CL, & Inorganic CL (60 PSF) 4.0 4.0 3.8 2.4 1.6 1.1 4.0 4.0 2.6 1.6 1.1 0.8 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 Wall 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 6'-0" Example 2 - check endwall for 26'-8" x 601-0" 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 "W 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 IFILENAME:955C-10.R.K.C,16.4.148(4) 1'Abt #: Page 10 OF 24 TABLE M - MINIMUM CONCRETE BLOCK PIER AND FOOTER SIZE. I Pg: 1 12"x10.8plf CHASSIS BEAMS SUPPORT SPACING & PIER CONFIGURATION PIER SPACING I 13.2' MAX PIER CONFIG. (S) 26"x26"X9" I I I Chart Key: (Pier Configuration) Min. footer width (Inches) x Min. Tooter length (inches) x Min. footer depth (Inches) (S)= Single stack 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 4/12 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 IS 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 (DR1 MAY DRY STA(`icrn Model: 1556S Customer. Bennet FILENAME:955C-10:R.K.BC.16B.4., WA 146(4) IOMnck . 4 f"1C n A NO1133dSNI 0131d ONY 3aoo Ol 103rens r ,Ioz o z �vw Whutlap NO11O3S M2IA3 S31d_SfONl ONV ' Nir,!ewtt.IC• i 11 TYPICAL BEAM POCKET APPLICATION ALTERNATE PILASTER APPLCATION NOTES: 1. SEE GENERAL NOTES SECTION FOR VENTILATION, DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. L %JWIJ CVd • v '- `-• O A [_J SUPPORT UNDER MAIN BEM) TYP. 1-1 uu 11 Iu u r-� 1r SIDEWALL FOUNDATION STOOP (OPTIONAL) --� -..►A CENTERED ON EXTERIOR DOOR KEY PLAN ON -FRAME CRAWL SPACE -1 SECTION NOT TO SCALE SINGLE OR DOUBLE 2x RIM JOIST DECKING 2x FLOOR JOISTS, 16" O.C. MAIN BEAM SUPPORTS SEE DETAILS CROSS SECTION A -A FINISHED GRADE , J 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 PAGt #: Page 12 OF 24 z m a m YC FOR ALTERNATE RIM JOIST TO SILL FASTENING 0000 SEE DETAILS m z CONTINUOUS 13* CMU OR 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 j6 FOR SEISMIC "D" 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 SPUCES. BARS SHALL BE 3" ABOVE THE BOTTOM OF FOOTING. FOOTING SIZED PER TABLE THIS SHEET ► odel:15568 Customer. Bennet Diable, WA up i MIN. 2x6 TREATED MiiUD SILL v i4 in APPROX. FINISHED GRADE SLOPING AWAY FROM FOUNDATION 1—..11.=11=114i1:=11.=. =11=11= H.�11 IlseIlse1 11=11 PER TABLE REINFORCED PERIMETER FOUNDATION WALL DASEMENT OR CRAWL SPACg MAX. 90 MPH WIND SPEED & SEISMIC ZONE C S ' WIDE 1 STORY W.O ATTIC ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING 2x FLOOR JOISTS, 16" 0.C. N 11 2x FULL DEPTH BLOCKING, 96.0.0 TWQ JOIST BAYS MIN. ENDWALL LOCATIONS ONLY SILL PLATE ANCHOR (TYPE "4- OR "6") (SEE NOTE j'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 25" 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 FOOTER SIZE TABLE MAX. MIN. FOOTER SIZE GROUND WIDTH DEPTH H SNOW W Crawl 40 PSF 12 " 6" Basement 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" 1/8" WASHERS AND NUTS. BOLT HEADS SHALL NOT BE RECESSED INTO SINGLE SILL PLATE. TYPE 5: SIMPSON MAB Ott 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 FOOTER THICKNESS (H). 4. 1500 PSF MIN. ALLOWABLE SOIL BEARING CAPACITY. 5. FOR SEISMIC ZONES EXCEEDING ZONE C: Marlette a Clayton Company REINFORCED PERIMETER FOUNDATION WALL - DETAIL - D2 DATE: 06/04/07 J 955C-10.R.KC.jB.4144) PAGE #: 1:).*#.wow. 0103 f1P- i% NOL LO dSNI O'13Id OWV 3a00 of lo3rens NA S3!!'i QZ o Z fYW u i;;OttddV lO S M2IA3U NIVIci Sb 1M AS NEEDED flt1V..1 '2:6 y� F1OEV1 JO J. 011 4 :'.t, r':;: �, jr) t •1 -. OPTIONAL FILLER SEE NOTE 3 NOTES: I. FOOTINGS MUST BE LEVEL IN ALL DIRECTIONS. PIERS ARE TO BE PLACED CENTERED ON THE FOOTING SO THAT THE FOOTING PROJECTION FROM THE PIER IS EQUAL FROM SIDE -TO -SIDE AND FRONT -TO -BACK. PIERS MUST BE LEVEL VERTICALLY ON AU. SIDES AND SQUARE WITH THE FOOTING: 2. CONCRETE BLOCKS FOR PIERS ARE 8" x 16" x B` NOMINAL SIZE, HOLLOW CELL LOAD BEARING CMU's MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE "N" OPEN CELLS ARE ALIGNED VERTICALLY. THE PIERS SHALL BE LAID IN RUNNING BOND WITH TYPE M ORS MORTAR OR APPROVED ATERNATE (SEE GENERAL NOTE 12). SINGLE STACKED BLOCKS TO BE LAID WITH LONG SIDE PERPENDICUU4RTO MATE UNE 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 SHALL BE PERPENDICULAR TO THE MATE LINE RIM JOISTS. 3. CAP-BLOC/CS SHALL BE 4" SOLID CONCRETE DR MASONRY BLOCK. 2x NOMINAL HARDWOOD OR 1J2" STEEL MAY BE USED AS 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 FILLER MATERIAL MAY BE 2x NOMINAL HARDWOOD OR 2" OR 4' NOMINAL SOUP CONCRETE BLOCK. ALL CAPS AND FILLER SHALL. 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 70 MATE UNE, f111 tU AND DRIVEN TIGHT BETWEEN CAP BLOCKS OR FILLER AND MATE LINE RIM JOISTS. S. MARRIAGE UNE PIERS SHALL. SUPPORT THE MARRIAGE WALL AND COLUMNS WHERE OCCURS PER MODEL SPECIFIC FOUNDATION PLAN.. MAXIMUM PIER SPACING PER TABLE "M", 6. SEE GENERAL NOTES FOR DRAINAGE AND OTHER FOUNDATION REQUIREMENTS. CAP BLOCK PER NOTE 3 MAIN BEAM PIERS LAID IN MORTAR 2 PER NOTE 2. SINGLE OR DOUBLE STACKED, SIZE to AND SPACING REQUIREMENTS PER p . TABLE M. CONCRETE FOOTING BELOW FROST LINE AND MIN. 12" BELOW FINISH GRADE. SIZE PER TABLE "M" DECKING )7: %l/z//r/%//, 2x FLOOR JOISTS, 16" O.C. MAIN I —BEAM OF FACTORY INSTALLED CHASSIS FRAME VERIFY SIZE BEFORE CONSTRUCTING PIER APPROVED VAPOR RETARDER OVER FINISH GRADE 1=t1= 1t=..11=P1-t1 u=11=11=11 t1=1 =11=11=11 11 o,J1=11-11" NON -REINFORCED MAIN 1-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.16.4.148(4) PAGE #: Page 14 OF 24 RIM JOIST TO SILL FASTENING NOT SHOWN FOR CLARITY. SEE DETAILS 2x6 TREATED MUD SILL SILL PLATE ANCHOR (TYPEFOR CLARITY '5') (SEE NOTE p) NOT SHOWN 4x8x16 BLOCK AT BEAM LOCATION io -Sc 4x8x16 BLOCK AT BEAM LOCATION APPROX. FINISHED GRADE. SLOPING AWAY FROM FOUNDATION ENDWALL 2x RIM JOIST PECKING :-"Xlis\ ` \\\I n=11-11= I�i1-.. .‘ =11 111Jf 111111 \���\ f 111.I111=11 11111111 II= CONTINUOUS 8' CMU OR POURED FOUNDATION WALL AND FOOTING, SEE DETAILS CDO MAIN 1-BEAM AT ENDWALL BEAM POCKET 2x TREATED MUD SILL NOTCHED AROUND 1-BEAM 2x RIM JOIST MAIN 1-BEAM AT ENDWALL BEAM POCKET 2x FLOOR JOISTS. 166 0.C. MAIN 1-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 SOUR TO FOOTING UNDER BEAM. REFER TO DETAIL 012 FOR ALTERNATE CHASSIS SUPPORT WHEN MAIN 1-BEAM AND HEADER IS RECESSED 10". TOP VIEW OF BEAM POCKET ELEVATION OF BEAM POCKET NOTCH BLOCK TO CREATE BEAM POCKET. GROUT CELLS UNDER BEAM SOLID TO FOOTING 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 Mod& 1556S Customer. Bennet Main: WA DATE: 05/08/07 955C-10.R.K.C.16.4.148(4) PAGE #: PaCA1SCIF'9d 1 f FOR SEE DET�N1NG t 10410. UMW MUD SILL LIZ/ iitIClCPY NOI!.ORS M3IA31:1 NY ld Skid I! Ls"`,"M cvti !OPV1 A0 11430 APPROX. FINISHED GRADE SLOPING AWAY FROM FOUNDATION CONTINUOUS 8' CMU OR POURED FOUNDATION WALL AND FOOTING. PER DETAIL COO u rig TOP VIEW OF BEAM PILASTER 8x8x18 BLOCK PILASTER AT BEAM END LDCA'TIONS MAIN I -BEAM PERIMETER FOUNDATION WALL ENDWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING • 2x FLOOR JOISTS, 16' 0.C. ‘Is\N �i 1 11 RECESSED MAIN 1—BEAM OF FACTORY INSTALLED CHASSIS FRAME BEAM MAY REST DIRECTLY ON MASONRY CR ON PLATE STEEL SHIM UP TO 3/8' THICK. GROUT CELLS SOLID TO FOOTING UNDER BEAM. 8" x 8' x 18' SINGLE STACKED CMU PILASTER. REINFORCED WITH VERTICAL REBAR OVERLAP 25' MIN. AT SPLICES. CELLS TO BE GROUTED SOLID TO FOOTNG. CAP BLOCK TO BE 4` MIN. AITIE�SPPPLICAON ORFI FIN. NISH GRADATCRAWLA APPUCADON APPROVED VAPOR RETARDER OVER FINISH GRADE MAIN I -BEAM FOUNDATION WALL PILASTER AT ENDWALL ON -FRAME BASEMENT OR CRAWL SPACE Model: 1556S Customer. Bennet Blaine. WA Marlette a Clayton Company ON FRAME CHASSIS BEAM PILASTER DETAIL - D12 DATE: 05/25/07 I 955C-1 O.R.K.C.16.4.148(4) PACat S: 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 ST1D14 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.) 6: DESIGN STRAP CAPACITY: MSTCM40=4250# AND STHD14= 5025# SIMPSON MSTCM40 STRAP OR STHDI4 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 SHEARWALI. (SEE MODEL FOUNDATION PLAN FOR LOCATIONS.) 0 0 0 o 0 0 0 0 0 0 0 0 0. 0 r 11111111111111 ,.tioi, IPA' ltyo SHEARWALL FOUNDATION HOLD-DOWN Model:1556S Customer: Bennet Blaine, WA Marlette a Clayton Company SHEARWALL FOUNDATION HOLD- DOWN - D TAIL -D18 DATE: 06/13/07 1855C-10.R.K.C.16.4.148(4) PAGE #: Page 17 OF 24 NO203dSNI 013IA ONV S3 3000 01103h8flS floz oz avw UPI/ UdddY NOI1038 M3IA3I1 NVld SVd usnaho {?Nw 08y1 dO 1d30 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: 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"xl/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. FASTEN UPPER TOP PLATE TO BOTTOM PLATE WITH 80 (.131 x 3") NAILS SPACED PER TYPE E FASTENER TYPE SPACING FOR RIM TO SILL 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 Moder 16568 Ct40onm: Bonnet Rabe. WA Marlette a Clayton Company DOUBLE MUD SILL FOUNDATION WALL DETAIL - D34 DATE: 06/04/07 I C-10.R.IaZ.C.40.0.148 PAGE #: Page 18 OF 24 r U) 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. 80 (.131 x 3") NAIL = .82 16D (.162 x 3 1/2") NAIL = 1.2 #8 x 3" W000 SCREW = .78 1 II 11I 11 /1I 11 ENDWALL OR SIDEWALL SINGLE OR DOUBLE 2x RIM JOIST DECKING • I II I I 1 1111 1I 1 11 11 2x FLOOR JOISTS, 16" O.C. 2x FULL DEPTH BLOCKING 96" 0.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 I 955C-10.R.K.C.16.4.148(4) PAGE #: Qsr■r. 4 11 r r" n A a NO1103dSNI 01314 ONV 3000 01103r8n8 floz o z Jvw U= LJtiddd NOI103S M31A3H NY1d Sdd S3I81SI1ONI ONV >108tr1 dO 11d30 NO 910-ISVAA rin 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" O.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 MULTIPLIED BY THE FOLLOWING FASTENER MULTIPLIER. 8D (.131 x 3") NAIL = 1.21 16D (.162 x 3 1/2') NAIL = .83 18 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 1955C-10.R.K.C.16.4.148(4) PAGE #: Page 20 OF 24 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 IMTH DOUBLE SIDEWALL RIM JOIST SIDEWALL DETAIL SINGLE OR DOUBLE 2x RIM JOIST ENDWALL DETAIL SIMPSON STRONG -TIE A23 ANGLE FASTENED TO FLOOR JOIST AND MUD SILL WITH (4) 10D (.148 x 1.5") NAILS. (CORROSION RESISTANT 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) 100 (.148 x 1.5") NAILS. (CORROSION RESISTANT NAIL REQUIRED INTO P.T. MUD SILL) O.C. SPACING PER FASTENER TYPE "G" 1N TABLES. NOTE IF SPACING REQUIRES ADDITIONAL TYPE "H" PLATE CONNECTORS, SEE DETAIL SIMPSON STRONG -TIE 'A23' ANGLE LOOR TO SI T- I DWAL OR SIDEWALL Marlette a Clayton Company FLOOR TO SILL PLATE FASTENING - ENDWALL OR SIDEWALL - DETAIL - G DATE: 05/25/07 I 955C-10.R.K.C.16.4.148(4) PAGE #: Page 21 OF 24 M61.1.53dSN10131d QNV 3a00 01103rans S31 tlOZ O Z j'vW LJItUticidV OLLO s M3.IA3 1 NV1d SVd LS(1QNI. QNV yO9V1 dO 1d30 NOLF]NIHSVM 30 31V.LS SIMPSON STRONG —TIE LPT4 OR TP35 TIE PLATE FASTENED TO RIM JOIST AND MUD SILL WITH (12) 8D (.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 BACKF1LL 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, 86'0.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 o SIMPSON STRONG —TIE SIMPSON STRONG —TIE `1TP4" TIE PLATE "TP35" TIE PLATE M FLOOR TO SILL PLATE FASTENING - TYPE "H" - ENDWALL OR SIDEWALL NOTES: I) 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 S: 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: 1566S Customer. Bennet Beene, 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. Sidewall Height: 8 Max. Wind Speed 90 MPH Seismic Zone C Foundation Wall7° Wall Height 24 " 32 " 40 " 2' 7' 7' 7' 8' 8' 8' 8' 9' 9' 9' 9' 9' 2' NOTES: Bachfill Depth 16" 24 " 32" 1.8' 4' 5' 6' 4' 5' 6' 7' 3' 4' 5' 6' 7' Model: 1556S Customer: Bennet MAXIMUM FASTENER SPACING OR FASTENERS PER JOIST SPACING '6" SIDEWALL FASTENING SPACING' Rim to SIIr Fastener Type 19.6" o.c. 15.8" o.c. 8.4" o.c. 16.3" o.c. 5.2" o.c. NA NA 5.9" o.c. 3.0" o.c. NA NA 15.8" o.c. 6.7" o.c. 3.4" o.c. NA NA 1.816.3" o.c. F" 1 1 G" SIII to Fnd. Wall Anchor Spacing 4 5 END WALL FASTENING Rim to Sill' FastenerTy e Blaine, WA Sill to Fnd. Wall Anchor Spacing 2 1 2 4 6 2 3 6 9 1 2 3 5 8 1 1 1 1 1 1 2 1 1 2 2 1 1 1 2 2 72" o.c. 72" o.c. 72" o.c. 72" o.c. 48" O.G. 24" O.G. 13" o.c. 56" o.c. 27" o.c. 15" o.c. 10" o.c. 72" o.c. 83" o.c. 31" o.c. 17" o.c. 11" o.c. 1 72" o.c. 72" o.c. 72" o.c. 72" o.c. 72" o.c. 52" o.c. 26" O.c. 15" O.C. 60" o.c. 30" o.c. 17" o.c. 11" o.c. 72" o.c. 69" o.c. 34" o.c. 19" o.c. 12" o.c. 721ro.c. 40" o.c. 16" o.c. 8" o.c. 16" o.c. 5" o.c. NA NA 6" O.c. 3" o.c. NA NA 16" o.c. 7" o.c. 3" o.c. NA NA 492".o.c. 194" o.c. 102" o.c. 200" o.c. 64" o.s. c. 33" o.c. 19" o.c. 73" o.c. 37" a.c. 22" o.c. 14" o.c. 194" o.c. 82" O.C. 42" o.c. 24" o.c. 15" o.c. 200" O.C. 4 57" o.c. 55" o.c. 50" o.c. 55" o.c. 41" o,c. 24" o.c. 13" o.c. 44" o.c. 27" o.c. 15" o.c. 10" o.c. 55" o.c. 46" o.c. 31" o.c. 17" o.c. 11" o.c. 55".o.c. 1. Fastener Types A,B,C & D are not reflected In charts and are available prescri iWely 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 corner or half specified spacing (lesser of two). 4. Type F & G connectors ars qty. per 16" oc. Joist sparing. 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 Sldewalls 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 end mud slll with (12) 8dx1.5" treated nails (Refer to Detail H) Anchor Types: ' "Type 4' 1/2" x10"Anchor Bolt with 2"x2"x1/8" Washer between plate and nut. "Type 5". Simpson MAB15 (concrete) or MAB23 (concrete block) orMASA 6. Fasteners are in addlUon to (2) Type H tie plates spaced with 6' of comers & 96" oc. elsewhere along sidewells. (See note 3) 7. Fasteners are in addition to Type 1.1 tie plates spaced at 33" oc. along endwall. 8. Three options (E,F,& G) for rim to sill fastening and two options (4 & 5) for s1/l 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 bolts, straps, hold-downs, washers and fasteners shall be galvanized or stainless when in contact with PT sill plates or other PT lumber. 10. Maximum foundation wall height and maximum unbalanced baclkfili. 5 30" o.c. 30" o,c. 29" o.c. 30"0. 26" o.c.. 20" 0.c. 13" o.c. 27" o.c. 21" o.c. 15" o.c. 10" o.c. 30" o.c. 28" o.c. 23" o.c. 16" o.c. 11" 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) D•�nn 1")'].r1C nA NOi.l.33dSNI 013Id ONV -w COO 0110Whrinc ”OZ JZ !YU Home Floor to Sill Plate & Sill Plate to Foundation u.„„aacWITHOUT TYPE H PLATE CONNECTORS (See note 6 & 7) NO11039 M31L13N NFl1 Sy S3JI&1$W 0 ' - L-CL AND INORGANIC CL SOILS [Allowable bearing capacity of 1500 psf or less] NO! 9N$HSVM dO 31y19 Unit Width: 15' to 15' Max. Unit Length: 56' Max. Roof Pitch: 4/12 to 4/12 Max. Roof Overhang: 1.5 " Max. Sidewall Height: 8 ' Max. Wind Speed 90 MPH Seismic Zone C MAXIMUM FASTENER P Model: 1556S Customer: Bennet Blaine, WA S ACING it FASTeNERS PER JOIST SPACING Y,S" END WALL FASTENING # REQ'D SIW HDS SIDEWALL FASTENING SPACING' Foundation Wall7D Rim to Slit" SIII to Fnd. Wall Rim to Sill/ Sill to Fnd. Wail SEE Wall Height " Backfiill Depth Fastener Type Anchor Spacing Fastener T Anchor or Spacing E F' G" 4 5 E 4 5 RN ICORNER 1 24 " 16" " 11.1" o.c 1 1 72" o.c. 72" o.c. 8" o.c. 30" o.c. 57" o.c. 30" o.c. 32 " 24 " 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 40 ' 32 ' 8.8" o.c. 2 1 72" o.c. 72" o.c. 7" O.C. 25" o.c. 50" o.c. 29" o.c. 2 ' 1.8 ' 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 1 7 ' 4 ' 5.4" o.c. 2 1 48" o.c. 52" o.c. 5" o.c. 19" o.c. 41" o.c. 26" 7 ' 5 ' NA 4 1 24" o.c. 26" o.c. 3" o.c. 10" o.c. 24" o.c. o.c. 20" o.c. 1 0 7 ' 6 ' NA 6 2 13" o.c. 15" o.c. NA 6" o.c. 13" o.c. 13" o.c. 0 8 4 6.2" o.c. 2 1 56" o.o. 60" o.c. 6" o.c. 21" o.c. 44" o.c. 27" o.c. 8' ' S' ' 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 1 8 ' 6 ' NA 6 2 15" o.c. , 17" o.c. NA 7" o.c. 15" o.c. 15" o.c. 0 8 ' 7 ' NA 9 2 10" o.c. 11" o.c. NA 4" o.c. 10" o.c. 10" 9 ' 3 11.1" o.c. 1 1 72" o.c. 72" o.c. 8" o.c. 29" o.c. 55" o.c. o.c. 30" o.c. 0 9 ' 4' ' 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 9 ' 5 ' 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 9 ' 6 ' NA 5 1 17" o.c. 19" o.c. NA 8" o.c. 17" o.c. 16" o.c. 1 9 2 ' 7 1.8' NA s 2 11" o.c. 12" o.c. NA 4" o.c. 11"o.c.. 11" a.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. 0 1 NOTES: 1. RESERVED 2. See details for additional fastener options. 3. All fastener spacing must start within 12" maximum of each corner or half specified spacing (lesser of two). 4. Type F & G connectors aro 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 floorJoist (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 andmud sill with (12) 8dx1.5" treated nails. (Refer to Detail H) Anchor Types: "Type 4"- 1/2"x10"Anchor Bolt with 2"x2"x1/8" Washer between plate end nut. "Type 5"- Simpson MAB15 (concrete) or MAB23 (concrete bkodc) or MASA 6. Fasteners reflected In chart do NOT require "H toe" connector plates to be Installed along sidewall. 7. Fasteners reflected Inchart do NOT require "H type" connector plates to be installed along endwall. 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 in chart. Any combination 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 or -other PT lumber. 10. Maximum foundation well height end maximum unbalanced backf!l. 955C-10. R.K.C.16.4.148(4) Paae 24 OF 9d Mate Nu RECEIVED APR 17 20111 PUBucwoa RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER 305 West King St. East Flat Rock, North Carolina 28726 'legate M4(ianchors -°‘ 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 Toad ratingsest9blished WI the report are not valid in any application where the use of the product Would 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 soil classification with the proper anchor. itie f M4anchors /1 !ANCHOR INSTALLATION There are two basic methods of installing 4 anchors, each equally effective in properly R 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. 2. 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 close 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'/2 the length of the anchor, in the proper position as explained under machine installation. After the hole is dug to'/Z the length of the anchor, then the anchor is turned 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 tumed 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 2" for 4" disk anchor 4" for 6" to larger disk anchor 1 ° 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 —♦ 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'/ 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 if Stabilizer Plate Frame Clamp with Strap Lateral Frame Tie To Anchor /---; Manufactured Home 4r 00 60° Max ..�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 ♦------ condition (or approved alternate i.e. E-Z Anchor) 2. FRAME TIE INSTALLATION INSTRUCTIONS Frame Tie With Buckle :11 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. • %x1"Grade 5 Bolt & Nut LOCKING FRAME CLAMP II MMA-33 ASSEMBLED UNIT , Locking Clip0 ,• •�i--- Minute Man Strap wlRadius Clip .�4 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 additional information, copies of engineering test(s) and report, Contact Minute -Man Anchors, Inc. 4. Mate AI4a 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. Anchor is pre -loaded. Pre -load causes the cap to rotate downward in the 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. Figure A (TOP) 111110 (BOTTOM) Figure B ❑❑ 0 II. The Drive Machine is started and the anchor is fumed into the ground to a point where the bottom of the tension head is at or slightly below ground level. This Insures maximum soil compression by the cap. See Figure C. Engineered to allow ground anchor to be installed at a slight back angle of 15 ° Note: A special adapter Is available to Insure against tension head and bolt damage. 5. INSTALLATION IlDWEI2 SI J )CI I - )I 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 adjustment to urieven terrain. Under load conditions the cap, rotates down ward in the erection of the pull, causing a double compaction of the soli and laterally restricts movement of anchor through the soli. Turn cap to position the cblve rod guides facing away from the home. Insert 30" rods and drive to full depth into the soil. Attach stabHIer/compaction cap to the tension head of the anchor. This is done bystkik g the cop over the top of the tension head. aligning 9/32" holes In cap wlh 1 /4" ebngated hole In tension head. hsert 114" x 2-114", grade 5 bout (included). Hand tighten. Cap must be installed at anytime prtorto ground contact. See Cop FrgureA and Tension Head Figure 8. Rgure A f� ietik ledirkvl Ague B IIThe Drive Machine Is started and the anchor Is tuned 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 cap should be slanted away from the cuter wall of the home allowing the installer to drive the rods from the outside of the home. This insures maximum soil compression by the cap. See Agure C. Engineered to allow ground anchor to be irstaalled at a slight back angle of 15 IIL Anchor is pre -boded. Pre -load causes the cap to rotate downward in the direction of pull, further compacts 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. drir Not A speolot wooerrs ovoble to insure against teen head arro/ bait damage t/te„ 'ti1 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 stleky door, and WWI* heavy pianos, rsb barks, or waterbeds. • EZ ea install, one adjustable sure fits roost homes. • Will not bend i-beams or spilt rim*** Bile oat - * gore am do. • Braces lions the ground up to the dm joint for stronger and more stable support under the harm. "r• t ,TOP tµx FOOl1NG tap rla4Ar` 1006 PS, SOIL. - a3e US 2000 Psr SOIL - 1900 MI INSTALLATION INSTRUCTIONS RCM Do not use tie EZ last Saco to notes any /ia meaitltan piers remit& by the home m ar. EZ Joist Bracers iutisnon working land its IA00lbs. 1. Determine Vs dm joist area that needs bradng. 2. Remove turf to expose firm sal at each E2 lout Brace location. Foaling must be level, directly under problem area, and located Inside perimeter to allow deerance for skirting. Footings must be h campkence with home manufacturer, state codes, local codas, and frost Itna "Mena as they may apply. 3. Measure dlStance from hop of footing to bottom of jolt. 5gmra cut tap el Ube 1" test tten measured distance. 4. TUrn nut on threaded rod up to "T" plate. Place'Y' top into EZ Brace Joist Tube. S. Center EZ Joist Brace under the rim joist and le the center of looting, use your text in be sure the brace is vertical. 6. Adjust nut on "T' top to apply desired pressure to level rim joist. Secure T top to rim joist with 2 - ItR 10 Hauls or 2 - 4 10" x 2" screws in holes provided. The maxirrrum sale adjusbn between the top of "'T" top plate and bop of tube is 2 Va incHes. 7. INSTRUCTIONS FOR USING A14ic4 �� 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 wtth the home manufacturer's instructions. MMRE MAN ANCHORS 28726 1Ri 8524 RAZED 6000 LBS 8 TO 1 SAFETY FACTOR RAZED 8000 LBS 2.25 TO 1 SAFETY FACTOR 2' MAX EXTENSION WAAt* 1 DO NOT USE TO JACK NONE MINUTE MAN PIER SET-UP PROCEDURES 1 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 Toads 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 wtth 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 thls installation process with each pier. After all support piers are installed, you may then remove the safety blocking and hydraulic jacks used to initially level the chassis. 8. CONCRETE ANCHOR INSTALLATION INSTRUCTIONS 210 PDH CONCRETE ANCHOR NOT TO SCALE ANCHOR DOUBLE HEAD SLAB ANCHOR 2.04, •,x36'1. 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 = 95 S.F. 6' SLAB = 65 S.F. 8" SLAB = 48 S.F. 4. MARK: MMA-14 — r (MN) 6• (MN) NOTE: Your set must be designed by a Registered Professional Engineer If the location is within 1500 feet of the coastline. The allowable working Toad 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. THDHLS CONCRETE ANCHOR DOUBLE HEAD TENSION DEVICE MMA-18 4' (MIN) 4 • • • • • ••a • •a• 4 • ° • • 4• • • •a • 5/8' SHIELD MINIMUM W/ 1/7 x 3-1/7 BOLT KOFD( BRAND OR EQUP/. 3000# FIBER MESH CONCRETE 1. MAXIMUM VERTICAL LOAD PER ANCHOR = 4725b 3,160 bs. WORKING LOAD. 2. MINIMUM SLAB AREA PER BOLT 4'SLAB =95S,F. 6' SLAB = 65 S.F. 8• SLAB = 48 S.F. 3, MARK: MMA 18 INSTALLATION NOTE 1. DRILL 21/37 DIAM. HOLE 4' FROM EDGE OF SLAB AND INSERT SHIELD 2. PLACE TENSION HEAD ON SLAB AND INSTALL W DIAM. SHIELD BOLT 210 JDH CONCRETE ANCHOR DOUBLE HEAD SLAB ANCHOR 210 JDH 3000# CONCRETE 5/8" ROD USE OPTIONAL CLIP TO SUPPORT ANCHOR AROUND RE -BAR WHILE POURING Revised 3-14-07 9. 1/8" PLATE e 1. MINIMUM ANCHOR EMBEDMENT = 6' 2. MAXIMUM LOAD PER ANCHOR = 4725 b, 3. MINIMUM SLAB PER ANCHOR: 4" SLAB = 95 S.F. 6'SLAB =65S,F. 8' SLAB = 48 S.F. 4. MARK: MMA 42 Soil Classification and Bearing Capacity TABLE To § 3285.202 Soli dsua can Soil description n8 P fewAllowable soil )' Mow 0 Arm 1588a99 Torque v 1u 4 probes (Inch-pounda)- t s!Ace- lion number ow D 248�N ram' sience, see ;3285.4) 1 R Rock or herd pan 4000+ 2 GW. GP, SW, SP, GM, SM. Sandy grad and waist very then dense odor cemented sands; counts gavel/ cobbles; preloadsd silts, clays and coral. 2000 40+ More than 550. 3 GC, SC, ML, CL Sand; slay sand; clayey sand silly gravel; medium dense course sands; sandy grant and very slilf OIL sand days. 1500 24-39 351-650. 4A Chi, Me Loose to medium dense sends; flan to stet days and elks; alluvial Nils. 1000 18-29 276-350. 48 CH. MH2 Loose sands; lion clays; alluvial ills 1000 12-17 175-275. 5 OL, OH. PT . Ltnoompeeled I8N: past; organic clays Rater b 3285.202(e) 0-11 Less than 175. Notes: MunnThe values partied in this fable have not been *dusted for overburden prieeure, ant depth, water table height, or sepfement prob- . For soar dassaled as CH or MR without Ndhar toque probe values or blow count tat results. selected anchors must be rated bra 48 soil. *The test probe is a device for m.s.udno the vakie of sWI lobs to assist N evaluating is holding capacity of the soil In which the ground The � v ue to is a measure al the load r prodded The shod must be of length �the the eon wepth biln►�w�t to the turnhtg cr ta4dkiO ensue of the probe. (f) If soil appears to be composed of peat, organic clays, or uncompacted fill, or appears to have unusual conditions, a registered professional geologist, registered professional engineer, or registered architect must determine the soil classification and maximum soil bearing capacity. Source: Manufactured Home Construction and Safety Standards - Part 3285.202 DESIGN WIND -LOAD ZONES: ‘Tominbiolt ��AP*jalreL.4,14 AK f-� HI Zone III Zone III Source: Manufactured Home Construction and Safely Standards- Part 3280.305 Zone I Zone I Zone II Zone I Zone I Zone III Zone II Zone I Zone II Zone III Design Wincl-Loa; Zones' Standard Wind 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 Pounds Up 4430 DH 4636 DH 636 DH 4450 DH 4430 EZDH 4636 EZDH 636 EZDH GW-2 12" Stabilizer Plate Nu -Concept Stabilizer Cap 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 CaII Minute Man Anchors 800.438.7277 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 cleaseeevasavecia WRENCH ADAPTER 5C!. EARTH PROBE w.r.. .rr. 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 GW2 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 I 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 W/BC LONGITUDINAL & LATERAL BRACING SYSTEM Revised 10/27/10 13. RIOiMEMILFL Pt MIN 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 GW 2—NC2 100 DH 4636 7/8 NC XDH MMAS (Seal) 4636 3/4 EZDH 48 XDH SBN (Bolt & Nut) 4430 3/4 EZDH 24 BA Pivot Clip W/S 636 3/4 EZDH 210 DH FCI W/S 650 3/4 EZDH 210 JDH FCII W/S 660 3/4 EZDH 210 PDH BUC W/S 6650 3/4 EZVDH 36 DH MMA SD2 w/vert. stabilizer 36 XDH MMA SD2A 8860 3/4 EZVDH THDH NC 2 (Stab. cap) w/vert. stabilizer THDH LS CT W/S Corner Tie MMA 71 & MMA 71C LLBS Longitudinal & Lateral Bracing System MMSPP Longitudinal Stabilizing System 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 14" 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, II, & 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 Zabel 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 Aida livid Water MID Sail Uwii Your RADCOi �� 7.11ce NMA18 Ei D usistc; 114 st:71hielbot !Oi RAD13*4 ED© i�i 15. Table 1: Properties of Ground Anchors Model Shen Clanter Shen Length (In) Minx Minimum SRewuzsr Device (See Nob 2) s M MA-2 650 DH 5/8" 48 1 / 6" die 12" plate MMA-4 650 DH 3/4" 48 1 / 6" die 12" plate MMA-6 4430 DH 3/4' 30 2 / 4" dia 12" plate MMA-28 636 DH 3/4" 33 1 / 6" dia 12" plate MMA-30 4430 DH 5/8" 30 2 / 4" dia 12" plate MMA-52 4636 DH 3/4" 33 1 / 4" & 1 / 6" dia 12" plate MMA-55 4450 DH 3/4" 48 2 / 4" dia 17 plate MMA-71 1060 DH 3/4" 60 1 / 10" dia 12" plate MMA-75 760 DH 3/4" 60 1 / 7" tile 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" dla 6" cap MMA-94 636 EZDH 3/4" 33 1 / 6" dia 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-42SJDH 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 Bass 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: Soli Anchor Requirements Model MINnem Soil Class (See Nob 1) Min. Angle of Pull to Hodzorrtel 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-5-52 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 verbal only MMA-GW2NU 3 45 deg Table 3: Roclr/Concrete Anchor (Soil Class 1) Requirements Model Max Teat Load (Ibs) Min Mills of Pull (horiz) 1 MMA-8 48 XDH 10,000 vertical only MMA-14 PDH 5,000 45 deg MMA-42 JDH 5,000 45 deg MMA-35 36 XDH 4,725 45 deg MMA35s 36 XDH 4,725 45 deg MMA-18THDH 5,000 45deg 16. Z 30dd 111 WI I StiIt Ogg I IP II Pi 11 I IOW/ 4 111 pill it ilk opillito Mkt :11 ih0441 404 tl 6 tl • 1 e� A w 1- ge gr 8 WAD 331 -INNm3015 MAO - /11100 Mt MS JIM a-wMOOL 1011 TRIPLE WIDE 011 LONGITUDINAL AND LATERAL BRACING SYSTEM LONGITUDINAL BRACE DETAIL 01/040a 11p1R WM SOLT 14' * eva AXE 2- I" FOR 12* 10 246 PIER 2-44'FOR 1r1031"PIER 2- tl1' FOR 1r 10 Oar me 2- sr FOR 1r 10 411' HCR Jed -ir MOWN SOLT $03 Pe POD MILOC IBM CUP NOM MmOnarn pierhill 48' Max. Odom' height 956 Wm tom worm 990 May. roof oa s 16' Nolo:1n' baba* Rode 5 When 1,1,9 10.101961101 WNW 2rld pier In from Iho Ind GM* ham ma ? 1as OW to (MOO room tor boos tubes LONGITUDINAL BRACE FLEX TUBES FOR CONCRETE 1OP n rb1 Wpm Woo um Mr HOW w LONGITUDINAL & LATERAL BRACING SYSTEM DETAIL ASSEMBLY DRAWING III IOW* h1 Mari Anchors WS liming *Own was laded Ice Wind Zones L R OI Weed 11Y10101 Rex 316102 R. 7114104 Rom ?11110 NOTE: All LLBS Systems are shipped with complete hstalkftion instructions, See these InshuctIons for System Localkms In Zones I, II, III, FL. LATERAL BRACE DETAIL LATOVL cur AINNOX r 2610611114 1AR0 O! 4-111%* OW parse DAM 2.01. A/illt M 1 Mr DOlrt sow SFO 993 WX Tarr OF FOR .s M L ww ow w &mararr000rummewarrawwoo if naive DAY WIWI tins- lir CO Mi0 eOLT LATERAL BRACE FLEX TUBES FOR CONCRETE LONOMOWL SITU PIM PAD W/ PRO ID Ai WI SUM WSTRUCWONS 41/N4CHORS 0 0 NOM OR CRUX taa UP ;P Reined 2/1 W1 O 19. "SUGGESTED RECOMMENDATIONS WHEN USING CRIMPING SEALS" 1. The strap must be identified "MINUTE MAN ANCHORS INC. CERTIFIED ANSI 225.1 AND ASTM D3953." 2. WHEN EXTENDING OR SPLICING TWO STRAPS, OVER LAP APPROX. 6", USE TWO SEALS FULLY CRIMPING EACH SEAL TWICE TO BOTH STRAPS. 3. WHEN STRAPPING TO AN APPLIANCE SUCH AS SLOT IN A VERTICLE TIE OR A HOOK OR A BUCKLE WE SUGGEST THAT YOU USE A SHORT PIECE OF STRAP (RADIUS CLIP) BENT 180 degrees IN DIRECT CONTACT WITH THE APPLIANCE. (This will act as a cushion, reinforce and prevent sharp bends in the strap.) NEXT INSERT THE STRAP BENDING IT OVER 180 degrees BACK TO THE STRAP. USING ONE SEAL, PLACE BOTH STRAPS INTO SEAL AND CRIMP TWICE. 4. SEALS MUST ALWAYS BE CRIMPED TWICE. 5. PLEASE NOTE: TWO SEALS REQUIRED WHEN SPLICING TWO STRAPS. ONE SEAL WHEN BENDING 180 degrees. RADIUS CLIP - 3' to V mint MAN !TRAP so/AO CUP WI$ CLIP 1 V4 x RC SALMC�COA STEEL STRAP. MEETS ANSI G.1 AND ASIM IX 953 G60 NP-ON SCAT. I-1/4 x IONS x /16 AWN p c$ BUSS Revised 3/14/07 20. "44. f"'li +'Pro uctJrir Anchor brim Anchor Anchor Kits Anchor Drive Machines Strapping Mobile Home Piers a Eye Anchor 650 DH 5/8, 11/16, & 3/4 tiq 4636 DH 3/4 Strap ear and Nut 210JDH Buckle W/Shap &' FC H W/Strap 210PDH 36"&48" Stabilizer Plate THDHLS Roof Bracket EZDH Anchor 4430, 4636 636 & 650 Available Gdvanized Snapping Standard Pier Crimping Tool Tank Anchoring Systems LIES Foundation Bracing System Minute Mon Anchors Drive Machine 305 West King St • East Flat Rock, North Carolina 28726 • Telephone (828) 692-0256 • A225.1 -1994 NCSBCS/ANS s'40 nt) 114, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION Manufactured Home Installations NCSBCS/ANSI A225.1 -1994 CopY RECEIVE APR 17 2014 TUKVyu.h PUBUC WORKS RECEIVED CITY OF TUKWILA APR 1 6 2014 irarV a■f III .ISEMI f II All MI bk ■ w a ti :..1A4 AL : 1 w , � MI MI AV MI �. AO .,r __ :/ National Conference of States on Building Codes and Standards, Inc. D ICI -ot2o PERMIT CENTER NCSBCSfANSJ 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. Ali 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 Scope 1.2 Intended usage of manufactured homes covered under this standard 1.3 Preinstallation considerations 1 1.4 Consumer information card 2 2 2 Definitions 2 3 Site preparation 5 1 1 3.1 Location and layout 3.2 Soil conditions 5 3.3 Removal of organic material . 5 3.4 Drainage 5 3.5 Ground moisture control 8 6 4 Foundations 6 4.1 Piers 4.2 Footings 6 4.3 Permanent foundations 8 4.4 Special considerations 8 4.5 Important reference documents 9 9 5 Installation procedures 9 5.1 Moving manufactured home to location 5.2 Positioning home 9 5.3 Interconnection of multisection homes 9 5.4 Cross -over connections for multisection manufactured homes 9 5.5 Anchoring instructions 13 5.6 Installation of on -site structures 10 11 6 installation of optional features 11 6.1 Hinged roofs and eaves 6.2 Garden and bay windows 1 1 6.3 Awnings and ramadas 12 6.4 Miscellaneous lights and fixtures 12 6.5 Ventilation options 12 8.6 Optional panels, siding, and moulding 12 6.7 ' Exterior coverings 12 6.8 Skirting 12 6.9 Telephone and cable TV 12 6.10 Joints and seams 13 13 7 Preparation of appliances . 13 7.1 Clothes dryer vent 7.2 Comfort cooling systems 13 13 li 8 Utllity-system connection and testing 14 7.3 Fireplace and wood -stove chimneys and air inlets 7.4 Range, cook -top, and oven venting 13 14 8.1 Proper procedures . 8-2 Water supply 14 8.3 Drainage system 14 8.4 Gas supply 15 8•6 Heating oil systems 15 8.6 Electricity 16 16 Annex B Barrier -free Design Aspects for the Physically Handicapped (Exterior Only) 20 Annex A Final Inspection Checklist 17 Annex C Sample Checklist for Enforcement Officials Annex D Suggested Acceptance Guidelines for "Pre -HUD -Code" (pre-MHCSS) Manufactured (mobile) Homes Annex E Sample Schedule for Manufactured Home Installation Permits Annex F Bibliography of Foundation Plans Available from Manufacturer 28 Annex G Tables 28 Annex H Illustrations 34 22 24 27 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 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 thls 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) 501 C, 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, 1976, including those complying with the Standard for Mobile Homes, NFPA 501 B/ANSI A119.1 edition, in effect at the time of NCSBCS/ANSt A225.1 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 this 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 this standard This standard contains instructions, including specifications and procedures, for installation 1 NCSBCS,ANSt'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 Preinstaliation 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 10 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 — NCSf3CS 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 fisting 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 fisted 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 vehicle(s) 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 loads and lateral and vertical live loads, as required by the Manufactured Home Procedural and Enforcement Regulations, and other design loads 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 Toads 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 listed 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. slte, 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 er close the space from 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 fQr 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 Toads (see zone maps near main electrical panel and in figures 3-1(a), (b), and (c)J. Do not site or relocate a home in a zone requiring greater wind, roof Toad, 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 Soli 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. tinder 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 NCSBCSIANSI 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. Paftraiii 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 . b#e ij Use a minimum of six -mil polyethylene sheeting or its equivalent. Cover the entire area under the home with the sheeting and overlap it at least 12 inches at ail 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. 6 Installation procedures and methods for securing the home to its foundations are discussed in 5. .1' itift* 4.1.1 Importance Proper pier installation Is the most important part of home installation. incorrect slze, 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 Toad, 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 not 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. line (see 4.2.2 for exceptions to placement) and are placed on either undisturbed soil or compacted (ill. 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 NCSSCS/ANSI A225.1 should be listed and labeled. 4.1.4.2 Piers 36 Inches to 80 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 multisection), 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 _NCSE CS/ANSI A225.1 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 at 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 soil under or adjacent to every load -bearing component 01 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 load -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 or for wheels that will be left in place, is complete. - 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 multlsection 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 4- 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 1 • 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. PIle/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 the_,hgme 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 toad -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 MNCSS. 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 ali "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, Tine 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 muss 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 II 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 -site structures Design ail buildings and structures to support all of their own live and dead loads. 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 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 NCSBCSJANSI 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 lights, 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 combustible surface exposed between thefixture. 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 shalt 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 light 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 Instal? 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. .00 Skirting, If used, shalt be of durable ..materials suitable for exterior exposures. Skirting must not be .attached, in a rnwnner 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 local 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 free 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 less 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 limes may be hazardous. Failure to follow these instructions may result in serious personal injury; _pr death. The walls and floors of ,the; home. contajrt;,eloctrical.,Oircuits, plumbing, and duct work. Avoid contact with these systems when, drilling, through and placing cables ,within these cavitiea, 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 perimeterskirting 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, outslrle electrical.. supplymay have to be provided :., ,:: gGrtditipnina units must' be compatible and fisted for 'Use with the furnace in the hpme.. Follow the air conditioner manufactuieij`'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'sweight 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 A225.1 installed in accordance with their listings. All fireplaces and wood stoves installed shall be listed for use in manufactured housing. For field installation, approval from 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, it required to do so by local codes. 7.3.2 Required, components The required components of a ;correctly -installed chimney are as.shown in figure 7-2. 7.3.3 Combustion,airduct 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 crawlspace. 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 Mandatory shut-off valve Install an access le shut on valve between the water supply 4nd the inlet, as shown in figure 8-1. It must be a full -flow gate or ball valve. 8.2.2.3 Cross-overs 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 Toss of pressure. 8.3 Drainage system 8.3.1 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 toot 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 Teaks after installation at the site. This shall be accomplished by capping the water line, filling it with water, and holding it 15 minutes. NCSBCSJANSI 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 -burning appliance 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 12 inches and 14 inches of water column. 8.4.4 Cross-overs A gas cross -over may need to be installed in multisection homes. All cross-overs 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 Teaks at the installation site by qualified personnel (see 8.4.3). 8.4.8 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 filled 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 -burning 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 ollstorage 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 whit the applicable pi`ovisions of `the MHCSS, the'National Fire Protection Association (NFPA) 70, the National , Electrical Code (NEC), or the local jurisdiction having authority, or all of the above. NCSBCS/ANSI 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 slope 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 property 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 NCSBCSFANSI 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 tor 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. - roof 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.); - muftisection 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 detector(s) is operating 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. Ali 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 NGS CSIANSf A225 "t 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 are. in t.f.S.. Emits only, as they are advisory. NOTE 2 - This is a developing technology, and data herein should -We biledked-- th'Er latest guide from recognizedauthorities.' 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 Tots, 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 foot 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 Toad 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 foot beyond the top and bottom .of #he, 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, levee 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. Sox 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 Sarre Checklst fc r Ertforetnnefit Of f This Annex is not part of the requirements of this document, but is included for Informational purposes only. Owner. Address: Manufacturer: Model: Serial #• Date of Mfr "HUD" Label/State Label Number,.. Dealer Dealer #• installer: Installer #: Local Building Official inspection* Local Permits: INSTALLATION: Seals: Instructions Used: Support Footings: Piers: Anchors: Frame Removed: (prior to 11/89) Skirting: Installation #: ._Anchor #: Manufacturer: State: Type: .Size: Materials: Spacing: Shims: Lot/Soil Conditions: Spacing: Equipment Used: Equipment Approved: Permitted by Manufacturer. Foundation to Local Building Code. Support Locations According to Manufacturer: Type: Attachment to Home - Poly on Grade: Access Panel: UTILITIES: Water: Waste: Gas: 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. Electric: Connection Between Halves ("HUD Code.). ("Pre -HUD -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. Furnace: Original (yes/no): Gypsum Board Line& Water Heater: Original (yes/no). - Gypsum Board Lined Dryer Original (yes/no) Range: Original (yes/no)- MISCELLANEOUS: Fireplace: Yes/No/Model: Approve& Chimney: Fresh Air Intake: Venting: Skirting/Foundation° _ Roof and/or 0 H s Smoke Detectors. Alterations: Approved: inspected: Comments: Date. Inspectors Time: Present During Inspection- _ NeWeithUM,A225,1 Annex D (informative) Su ested 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 feet 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 (i.e., 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) shalt 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 Tess 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 Soltd-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 for 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 di 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 combustlon-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 NGSBCS/AN8I A226,1. 5 Electrical wiring systems 5.1 Testing All electrical systems shall be tested for 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 properly protected for the required amperage load. It the unit wiring employs aluminum conductors, all receptacles and switches rated at 20 amperes or less that are directly connected to the aluminum conductors shall be marked CO/AIR. 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 furnace 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) fumace 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 /s 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 flat 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 lines - 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 flat fees may be established by the municipality for the following: - required corrections - reinspection - accessory structures or buildings - inspection (i.e., 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 -NCSBCSMANSI 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 Tabfe31 = General Description of Soils Soli 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) Pier Location - Minimum Pier Capacity (pounds) Maximum Pier Spacing (feet) 4 6 8 10 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 i 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 2 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. i 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 --Minimum Pier Capacity Muitlsection 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 Rnn icnn norm ,...,.., ____ 12 14 16 40 20 30 40 20 30 40 20 30 40 1000 1300 2000 2500 3000 3800 4000 5000 5000 6300 4500 6000 7500 5300 7000 8800 900 1200 1500 1800 2300 2900 2600 3500 4400 3500 4700 5800 4400 5800 7300 5300 7000 8800 6100 8200 10200 1000 1400 1700 1200 1600 1900 2000 2700 3400 2300 3100 3800 3000 4100 5100 3500 4700 5800 4100 5400 6800 4700 6200 7500 5100 6800 8400 5800 7800 9700 6100 8100 10100 7000 9300 11600 7100 9500 11800 8100 10900 13600 EXAMPLE: 14-foot section width 30-pounds-per-square-foot roof live load 18-foot-wide mating -wall 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 feet wide, follow across to the column headed "20." (For any opening width that Is not shown, use the next highest number on the chart.) The required pier capacity is 5,400 pounds. Pier Table 4-3 - Footing Slze1,2 Capacity (pounds.) 600 800 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8500 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 Minimum Footing Size or Equal Area (Inches) Soil Capacity 1000 ps13 1500 psf3 1 2000 psf3 4000 psf3 9x9 11 x 11 12 x 12 15 x 15 17 x 17 19 x 19 21 x 21 22 x 22 24 x 24 25 x 25 27 x 27 28 x 28 29 x 29 31 x 31 32 x 32 33 x 33 34 x 34 35 x 35 36 x 36 38 x 38 40 x 40 42 x 42 43 x 43 45 x 45 46 x 46 48 x 48 49 x 49 51 x 51 52 x 52 8 x 8 - 9 x 9 10 x 10 12 x 12 14 x 14 15 x 15 17 x 17 18 x 18 20 x 20 21 x 21 22 x 22 23 x 23 24 x 24 25 x 25 26 x 26 27 x 27 28 x 28 29 x 29 29 x 29 31 x 31 32 x 32 34x34 35 x 35 37 x 37 38x38 39 x 39 40 x 40 42 x 42 43x43 7x7 8x8 8x8 10 x 10 12 x 12 13 x 13 15 x 15 16 x 16 17 x 17 18 x 18 19 x 19 20 x 20 21 x 21 22 x 22 22 x 22 23 x 23 24 x 24 25 x 25 25 x 25 27 x 27 28 x 28 29 x 29 31 x 31 32 x 32 33 x 33 34 x 34 35 x 35 36 x 36 37 x 37 5x5 5x5 6x6 7x7 8x8 10 x 10 11 x 11 12 x 12 13 x 13 13 x 13 14 x 14 15 x 15 15 x 15 16 x 16 16 x 16 17 x 17 17 x 17 18 x 18 19 x 19 20 x 20 21 x 21 22 x 22 22 x 22 23 x 23 24 x 24 25 x 25 25 x 25 26 x 26 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 (266-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 foot 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 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) AK: t fr HI •-. Zone U-value 2 0.116 0.096 0.079 3 I 1 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) Zone III Zone 11 Zone I HI -o Zone III Zone I Zone 11 Zonal Zone 1 Zone III Zone 11 Zone I Design Wind -bad Zones: Standard Wind Zone I 15 psf Horizontal 9 psf uplift* Hurricane Zone 11 ±39 psf Horizontal 27 psf uplift Hurricane Zone 111 ±47 psf Horizontal 32 psf uplift net uplift Note -- psf: pounds per square foot Reference -- Manufactured Horne Construction and Safety Standards (MHCSS) 24 CFR 3280.305(c)(2), latest edition Figure 3-1(c) -- Wind -load zone map (informational only) ____ Zone II Zone 111 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); existin a patio door or addition of patio r Frame support Required perimeter support (see note 4) �• Main beam Front (hitch) 1 I ' ir." Exterior door of home i \ 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 shaft 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) Patio door -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 I I I 1 1 1 I I I --1- _i 1 1 • I I t I` - o_ - I - ■''��-■ - 1 1 1 1 1 1 I I 1 1 1 1 1 1' 1. , I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i 1 1 1 1 I L- Slide -out fireplace /�� Exterior door of home III Required perimeter _ support (see note 4) \ Exterior wall - 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 'Vee 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 Furnace Strap support Figure 5-1 — Cross -over duct installation Duct --- Block support Single Strap Double Strap 4725 Ibs. 4725 Ibs.' 11' - 0" 11' - 0" a 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 11 and HI shall have a vertical tie installed at each diagonal lie location. 2-foot maximum L. t see chart Frame I-beam V LEI - 04 4'-611 6'-0's 4' - ti" 2 2-foot maximum r 00 C-) 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° 4. 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 load 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 f Note -- 1. Ali 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 collar 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 r Noncombustible ring (if required) Fixture ground wire Ground wire Ground strap Ceiling Fixture - mounting screw Figure 6-1 — Installation of exterior lights Figure 6-2(a) — Paddle fan Installation CAUTION: Before following the step-by-step procedure, be sw@ that this power to tile fart wire is 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 center 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). .- -• • ..,. 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 lg 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(6) — Protruding ridge beam For proper ceiling fan installation, a on the beam and secure the box to the beam prefabricated box has been provided that with the #6 x 2-inch wood screws, which are includes the electrical box containing the provided, in the metal comer braces. spliced wires with their connectors. The prefabricated box is also designed to conceal the wire that runs through the ceiling where the fan is to be located. CAUTION: Before following this step-by-step procedure, k sure that the DOwer t0 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 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 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 directly in line with the the wall of the hallway. 18 inches out from the backer center • for the fan is mounted junction box mounted in Measure approximately wall into the hallway for 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 fan. 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. 4 (a) Before Roof cap Switch wire (b) After Ceiling backer 18 Inches Switch leg wire Hot wire "Junction box Roof backer Flange Roof backer / Ceiling backer ----s-.-` Vent fan Switch leg wire t.-- Hot wire / Switch Figure 6-3 — Ventilation Improvement Installation (a) Alternative, field -applied, interior end -wall panel Fasten panel w th 18-gauge, 1/4 x 3/4- inch staples or 6d nails, 6 inches on center around perimet and 12 inches in field Plant -- applied panel View Center of double -section home Fiekf— applied paper ll 11 ir -5[ FuII-s ace coverage of all studs and top and bottom plate with PVA2 Plant-� applied panel One full-sized panel no less than 16 inches nor larger than 32 inches it � u I, II I, if 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 Window installed with J-rail Corneraround 11 trim installed (b) Alternative, field -applied, wood siding at end wall Piant- applied panel Center of double -section home Field applied panel lant� 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 Siding to be installed in accordance with manufacturer's Installation instructions Porch Tight 0 Home i staller to remove all plastic sheeting used for transit protection 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 doom/windows trimmed with J-rail and comer trim and will cover with plastic sheeting for transit. All siring, starter trim, fasteners, and vents will 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 IS • Duct drop -out tube Flexible duct installed at site Dryer duct (typical location) 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 Round -top assembly 3-foot minimum Closed i 1111$1#u tiniittt Rain cap Spark arrestor Chimney cap adapter Triple wall pipe Storm collar Flashing Firestop thimble Damper handle Open 1)1 Air inlet damper handle Push down Storm collar 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 and air intake installation b r 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 ed 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 Main stool drop - Shipping cap Two 16d nails into floor Joist Two staples or screws on each side Galvanized or aluminum strap Two 16-gauge, U 7/16 x 2-inch staples each end (1-inch lumber) or two 16d nails Drain pipe 16d nails Galvanized or aluminum strap Minimum of 1 x 3-inch lumber Minimum of 2 x 3-inch lumber --Two staples each side Galvanized or aluminum strap Figure 8-3 -- Draln-plpe support methods To sewer — Second stool drop Strap support 4 feet on center Shipping cap Field -installed, slope 1/4 inch per foot Figure 8-4 — Drain -pipe slope and connections w b` Note -- Typical connecting pipe and fittings (not supplied by the manufacturer) Support strap at maximum of 4-foot intervals fl • Approved elastomer coupler Site sewer hook-up 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. Flgure 8-5 — Connection to site sewer Sl Cap and chain 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 INSULATION: GENERAL NOTES: 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: D SEISMIC FORCE RESISTING SYSTEM: 1K SEISMIC ANALYSIS PROCEDURE: SIMPLIFIED SEISMIC DESIGN CATEGORY: C RESPONSE MODIFICATION COEFFICIENT.: R=6.5 DESIGN BASE SHEAR: V=5,000 # DESIGN SPECTRAL RESPONSE: 0.49 MINIMUM SOIL BEARING CAPACITY: 2000 PSF HOME INFORMATION: UNIT WIDTH: UNIT LENGTH: ROOF PITCH: SIDEWALL HEIGHT: RIM JOIST BEAMS: RIM JOIST SPLICES: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION 15-0" 56'-4" 4/12 8'-0" (2) 2X6 #2 HF 6" X 8" MITEK M20 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. 4. MINIMUM BUILDING SETBACK IS 5' 2. 3. 4. 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 1 6 2014 PERMIT CENTER SHEET INDEX COVER SHEET FLOOR PLAN ARCHITETURAL P , EXTERIOROLEVATION C-1 A-2 HVAC PLAN 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 wASMINGTON DEPARTMENT OF LABOR & INDUSTRIES SPECIALTY COMPLIANCE SER'_jiCES DIVISION FAC"'•',s4" ASSEMBLED TP ('rTURES PLAN Ai 141. #: 19774.#9/teepeext,i SUBJE . INSPECT !ERSIGHT OR VIGL: FioN OF RCW IS NO , ,NCLUDED * TECHNICAL INFORMATION 111-0t2o CUSTOMER / SITE LaCATION BARRY BENNETT TUKWILA, WA 98188-2544 MAR 2 u tl 1 SUe3,JL I AND FIELD INSPECTION C-1 CMH Manufacturing West, Inc., BAN° Marlette REV DESCRIPTION — INDEX SHEET _DATE 02-20-14 sY cce 21, s I L b SHEET °Si �� MITD�UKL�ARB F Lt V� rpe6 L S ACK\C SIAC— HOM EEfi (REV. DWG. NO. EX1ERIOR DOOR MT: WINDOWS Ivwg soirra s. tYw t•wo Anon 7a .a 10.E ua ILO, 011100101.11AOM0Y1< • »uex$71. 2111ix.1171 a Ousts 10011rIiIM IofUVI v h V•rsaoas 44. 1.27 .4K sse 2.41 .4n 8 4 1 2 1 68 .7412 ... .a _ 1127 36 211.32 34, 402 .4w 10' 7Y" 0.30 .4n .4, 0.30 BOOR A o.ol�s2e 1r�slmoairwolM: 2O'zW IN001�1DOOR 381/2 102 V. "Val"Co ais AS 0 *OF 000111 3 101111. MA NI .I. .4w .so, o m OA 8' 5" 19'-9 "1 f13Y 3L-2Y4L,H 3W" 1 M I 10 44'-11y'•{ 13y4• tT OA 56'-4" 10' 4/4" (f6" 11 I 1 7 BDRM. -1 135 SQ. P: �V ■■■ ■■■ NEM r• 4 LIVING ROOM 169 SQ. F.T. ■ ■ MINNIEN r- 0 uTlurY SINK BDRM. 2 185t80.-IT 10' 7y" Ski 0 314" 3" 11'-ty' co 26' QJf" -53 i 3/" 311" 10' 7Y" 41'-4" •I 44'-1Q)4 1 l 1' 6" 56'-4" .I RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION - � .any NOTES: :.uu� 1 ahiFS 1.- FLOOR COVERINGS SHALL BE EASILY CLEANABLE PER WA 246-359.520 2.- WALL COVERINGS IN BATHROOMS AND KITCHEN MUST BErAR 20 2014 EASILY CLEANABLE SURFACE AND IMPERVIOUS TO MOISTURE. SUBJECT TO (342F , A-1 CMH Manufacturinritirlir. BRAND: Marlette® REV A DESCRIPTION SPECIAL REQUEST FOR d1ST011ER BENIETT DATE 02-13-14 BY JMC SERIAL #28870 155•;`, • /U SI I C]li ' UNE 1 `' VI\SPECIAL\St4.1P-11C T0cK\CC UMBiA IOIESV INGAI INK-1556S REV. A Irr■■rrrr�r�r�r�r�r�r�r���r���r�■��r�■r�r�r�■��■■���rrr�r�■r�r�■��■�rr�rrr�r�r�r�■��� rrr�rr�rrr�r���r�rrr�rr�rrr�������rrrr�rrrrr�rrrr������r�rrrrr��rrrrr��rrr� '+il rr:�.���` �" ���� lir' iYYY�iI' I�i11riY�ii1`'ilYYl��YYI■' a fir- FRONT SIDEWALL 111�1�1 1111111 11 111 I J l l t 1 1 1 1.1 1 1 1 h I J 1 1 1 I 1 iy 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I l '1 1 IL JIL 11 1 r 1 p0 00 eth BACK SIDEWALL STD. 6' EAVE ON FRONT ENDWALL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION --STD. 6' EAVE ON FRONT ENDWALL FRONT ENDWALL RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER REAR ENDWALL DEPT. (I Ff F�:\ ix. MAR 20 2014 SU JEiCT TO CODE A-2 CMH ManufactuThiritirSt*Inc .® M BRAND TL 1 bS-c 187U arie tte. ,13 REV DESCRIPTION DATE BY A SPECIAL REQUEST FOR CUSTOMER BErMUT 02-13-14 JMC SERIAL #28870 RI S13 u • ' STONE FIW VAS DWG. NO. FP-1556S -0' STOCK HCOLUM JMC IA NODS\I' IREV. A — I I 1 n 5 5db 5q.p 5 27 5 5 2HEAT TAPE J 12 23 9 6 4 VP/ff1 1 6 1 1_ 1 J 1 ►_ i J 41-4 27 430 L_ \1�I! 6 —Y1� 2/1.11 17 �6 HIRE F 14-3 II I 429 I VR/VP/OFI SNATCH RECEPP _II 1 i TO HALF TOJ REMAIN HOT 4 6 27 (iM 13 14 6 1 IRC M1305.1.1 Furnaces within compartments shall have min waiting space clearance of 3" along side back and top and total width 12 inches wider than fumace 11 - 1 1 I I 11 27 7 BRAN> Marlette. REV DESCRIPTION DATE BY A SPECIAL. REQUEST FOR CUSTOMER EMIT 02-13-14 MC SERIAL 11►28870 r 7 7 RECEIVED CITY OF TUKWILA APR 16 2014 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIV1SiON DEPi. C i L,,.i, .; ; 1, STR ES FA3 PLAN. ?E'111-''•N a C1"IGN ate.{ r R PERMIT CENTER MAR 202014 NOTE: SEE E-2 FOR 4I r" . •a,. ON SCHEDULE & CODE REQUIREMENTS E-1 1 CMH Manufacturing West, Inc. n : 1\SVE Iva NCIAL\STUCK\COLUNBIA HONES\1' � REV. EL-1560A '1 • CMH MANUFACTURING WEST, INC. MARLETTE HOMES CIRCUITDESCRIPTION CIRCUIT NOTES CIRCUIT AMPS AMPS WIRE NOTES CIRCUIT DESCRIPTION AMPS 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 W/G C 4 GFI (BATHROOMS) 20 12-2 W/G MODEL: 9596S C 5 LIGHTING 15 14-2 W/G B,C * 6 LIGHTING 15 14-2 W/G CUSTOMER: SANDHOP B,C *7 LIGHTING 15 14-2 W/G B,C * 8 LIGHTING _ 15 14-2 W/G SMALL APPLIANCE = 3 4500 W B,C * 9 LIGHTING 15 14-2 W/G B,C * 10 LIGHTING 15 14-2 W/G 1) 1500 W/ 20 AMP SMALL APPLIANCE DEDICATED COMPUTER = 0 0 W 11 WASHER 20 12-2 W/G 12 DRYER 30 10-3 W/G AND LAUNDRY CAVE 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 SO. 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 VG 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 WIG 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 -----> A- (2)-20 AMP CIRCUITS REQUIRED IN KITCHEN. 2534.85 W ® ����� CO— 401ENa'DVOLTs s""SEM""PANELSO% pFEEDER WIRE ,».,a,,,,,�P„�,a.„�,�,��,,,ID., �;� -- - '°v II I I _ - ---414' II B- ARC FAULT CIRCUIT INTERRUPTERS C- ALL 15 & 20 AMP RECEPTS TO BE LISTED D- (wR) -WEATHER RESISTANT E- DUAL POLE BREAKER F- LOCK OUT BREAKER 0 0 RECEPTACLES TAMPER RESISTANT ON 15 AMP CIRCUIT ' DISHWASHER = 0 W 3) NAMEPLATE RATING ON ALL ELECTRIC RANGE = 12600 W APPLIANCES ELECTRIC COOKTOP = 0 W p '"� OVEN = 0 W �ROM FROM NAM SERVICE PAtELOEurRALSARTOA11:/ ttoNFEAqu6dRO1NDRpDDRNB1RAIHCR JOMLY BELOW 1! III f RECEPTACLES BN 20 AMP CIRCUIT DRADE. IIF METAL WATER PIPE, CONCRERSONCASEDRE.ARWITHIN REEULDEIOPOOTNG.OROUNDMAO&ORPLATES ARE PRESENT, 4.1---r.--.� ALL SNAIL SE WIDER TOfiMEY' TO COMA TlE GR0uN0N0 ELEctRDDE SYSTEM I( CDOVEREADsNxvs;E(sr anew. L'-j ® RtoDnExteEORDPtwueEAra ITN ®sERvIce WY MEMO �rowwe.oxaaeva+cwver-_----� ® oPPAtELBOX wMEttLocAT�s, --;.-.4-.- ---1- ' \---� L_ L_JI" �I_----1. I i — . II! t I' �;--.1,11 .II .� IIj ,, L��T=z':'IJ -- REVIEWED FOR CODE COMPLIANCE APPROVED 4 9j - _ w ITV WAS��(j �'�� ;11""r tic •�f 0 � �1 Q • T . . ELECTRIC WATER HEATER = 4500 W FREEZER 0 W TRASH COMPACTOR = 0 W • MICROWAVE = 0 W SPACE SAVER MICROWAVE = 1580 WB� DRYER = 11200 W TOTAL = 29880 W� ® PROM1E tEumaLlm. Rum we TO DR N VW MIL II « � ► 0--- -4±4 u —_----------_-_--- SERVICES A'� MAY 0 5 2014 ` �� �w O1STE� ,1► fS70NAI t* BATH EXHAUST = (144 WATTS EA.) 576 W 4) NAMEPLATE AMP MOTOR AND LOW HEAT/LIGHT/FAN = (1536 W EA.) 0 W At.LsAPLANTMOONSITE ELECTRICAL 0otr0uattsAND s POWER LOADS RANGE HOOD EXHAUST = 0 W INSTALLATION 7°EE°EUAccam""cE"""""E'°°°"� WIMP M w ,• �1 Ia� IN VIES I I/! City of Tukwila WHOLE HOUSE FAN = 0 W '0D. GROUND r E,, LING TOR TYPES:1NIM/.' NNwT ILRAWLMON,USE. BUILDING DIVISION ° P.E. SEAL - GAS FURNACE BLOWER = 0 W JETTED TUB PUMP = 0 W � .. \ METER AND PANEL ELEVATION GARBAGEDISPOSAL = 0 w - COOKTOP GAS = 0 W kRECEIVED \.. j Nis CITY OF TUKWILA _ TOTAL = 576 W F� 5) TOTALS FOR 1 THROUGH 4 = 40490.85 1 W ELECTRIC SYMBOLS APR 1 6 2014 GEr.. .• E ,_ ....,, , ,Lusif ELECTRICAL PANEL Ffi.i FLAN REVIr'N 3ECTIO1) SWITCHI>MDfR POWER VENT ® A y't'` ern 6) FIRST 10 KVA 0100% 10000.00 W 15 RECEP cAe PERMIT 40% OF REMAINDER = 12196.34 W � ® ✓� A<ARII FLUORESCENT UGHT CENTER MAR 2 0 20 4 (C/TOP 15 � ® TOTAL= 22196.34 W Cfl to JltNcrwN Box WEARESISTANT MTELE wNolf�ttouSE SUBJECT TO CODE 7)HEATING EQUIPMENT 12000 W IffT. TAPE -0-CAN FAU FIELD INSPECTION DRYERAND WALL UGNT W WASHER MEP TM TM P STATE SEAL GARBAGE DISPOSAL HT PENDANT I E-2; CMHManufacturing West,. 8)TOTALS FOR 6 AND 7 = 34196.34 W p{ER CERJNG LIGHT GAS FAU FREEZER BRAND: Marlette, FCl�1 JDATION 9) TOTAL AMPERAGE LOAD: TOTAL WATTS / 240 V = 142 AMPS �/ PADS FAN THERMOSTAT / REV MTEWWN, BY34.2 KVA ELECTRIC W/H - NE RR QS10ER IENET 2-OS-M JC�//qq/ 4 FM - [6t1 L;,, TELEVISION JACK 0 RANGE OR COOKTOP ® 556S 887 - 200 AMP (MIN) SERVICE ENTRANCE PANEL REQUIRED 1 PHONE JACK M MICRo SPACESAVER TANKLESS W/H - 'EV- = 15 :810 - .S- WP4D0WS 8 68 36 0.30 0.30 ,.■.NRwwe.■rAmon ,irut SS 2Nax227m 1i 1 1414Onf• M112xu1a V H VAS LIS 4.1111 1827 .M 32� 2A1 4.04 4 1 2 1 27,2 SAS '.i 1827 S22 4i2 ;s4 121 SAO SAO O AS 221i OAS P2 ,(_, /oo L 20 es4m BDRM. -1 31- 36'-5" STA R R t. 1' ■ ■ ■ ■ ■ ■ M▪ rs ▪ 00 ■ ■ ■ ■ ■ ■ ■ ■ KIT./DINING it 23'-9' T LIVING ROOM 'B, ■ ■ ■ ■ 11 9'-4' 16'-4 ■ ■ ■ ■ ■ ■ ■ FURN. "e..1.��RM. 2 a_e_e_ ki24.1-- a - - Ve..,„a:Qc*`0N„ 3 1- RECEIVED CITY OF TUKWILA APR 1 6 2014 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION F, .1 MAR 202014 SUBJECT TO CODE FURNARD �-EL1 T E3EB-010HB 35,000 Btuh GS LIVING AREA: 845 SQ. FT. ■■■ome■■■ = 5" FLEX DUCT !1111111! = 12' FLEX DUCT = 5X14 ALUMINUM HEAT DUCT INSULATION ROOF: R-22 WALL: R-19 FLOOR: R-22 HEAT REG. LEGEND = 4x10 ® = 2x12 = 2x12 CM! HEAT CALCS PROVIDE BY LASALLE BRISTOL- SEE MANUALS D, J. do S... M-1 CMH Manufacturing West, Inc. 1�56s-emiu a r l e t t e 1 S: CORNERSTONE p� B JNC : 5-1-05 H,t 4. : V:\SPECIAL\ST \CL� 1R1 IA HOMES\11 70 G. NO, REV. BRAND Marie REV A DESCRIPTION SPECIAL REQUEST FOR CUSTOMER BERIETT SERIAL #288 DATE 02-13-14 BY JMC T UTILITY LOCATIONS 12" FRAME I -BEAM ACTUAL FLANGE DEPTH OF 12.500". -SYM DESCRIPTION DISTANCE FRON E \D DISTA\ CE ROM SIDE -2 DRAIN OUTLET @ 28' '1 @ 7'-7” 3 WATER INLET @ 16'-6" @ 0'-10" 4 ELECTRICAL INLET @ 15'-07/8" @ 13' - 2" UTILITY MEASUREMENTS FROM THIS CORNER 7'-7 a", DOOR 45'-53/'; DOOR 42A" n o j FT 0 : I `—� � n 99%" I t�_I �, MAIN FRAME `° /2' I -BEAM SUPPORTED PER MODULAR SETUP MANUAL ..., N 0 -_T_ i , M M �--. V 1- 1 1 ` 2 i IL_-. L_` J 42% " L—� L--J 22'-8"1 DOOR 1 F,-II" NOTES: 1. REFERENCE THE ATTACHED FOUNDATION PACKAGE. REF: PIER AND F001ER DESIGN TABLE M REF: MIN. POST CAPACITY AND FOOTER DESIGN TABLE N REF: REINFORCED PERIMETER 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 SO. FT. REQUIRED. 1. MAXIMUM DESIGN CRITERIA - MAXIMUM VANO 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) 2x10 j2 HF W/6"x8" MITEK M20 METAL PLATES EACH SIDE. 3. ALL BUILDINGS LOCATED IN SEISMIC CATEGORY DI, 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 SO6, SOIL SUBJECT 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 WAG 246-359-520. A-4=9A-o)-0..t f)-Lt RECEIVED CITY OF TUKWILA APR 16 2014 (NOTE 2) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION MAR 202014 N4anufacturing West, Inc.® BRAND: Marlette. I >.�C RN-dI315/U SCA CORNERSTONEDATE $Y �P1 4E DRN BY: ppIC DW 'S \ NO'PECIAL\STOCK \COLOMBIA HH 1ES\I' REV A IT C SPECIAL REQUEST FOR CUSTOMER BENNEIT SERIAL #28870 02-13-14 JMC DESCRIPTION 2.5 STOOL @ 19'-7' IN 18' T 1.5 36' SHWR @ 12'-8" IN 44" v INLET @ 14'-l0" IN 10' WTR. HTR. @ 13'-ll' IN 82" I .. l �_ _� 1.5 KIT. SINK @ 28'-4'T . IN 9' .75 ♦ LAV. @ 19'-7' IN 73' 2.5 H. BIBB B.D.S. @ 30'-0" oo 1.5 36' SHWR @ 43'-8" IN 44' 2.5 • STOOL @ 37'-0' T IN30'♦ I v O .75 LAV, @ 36'-8' IN 731 T l - ,..' REVIEWED FOR �.�' CODE COMPLIANCE APPROVED MAY 0 5 2014 City of TukwBIBBiia UILS�ING 1DIVISION F.D.S. 4.40.6 .71.e.e xi., isr.,,,@"! MST, SHUT-OFF )',�-�}x.� @ 14'-10' IN 142' `"%� 3 WASHER BOX @ 14'-101 IN 162' z• RECEIVED CITY OF TUKWILA APR 1 6 :214 PERMIT CENTER WATER LINE 1.5 UTILITY SINK @ 41'-6" IN 162" \J3 WASHER BOX @ 41'-6' IN 162' • 1,cS a..�:I+6 . AATE1MgoltAgiND AN HOT —= COLD = 1" PIPE = 3/4" PIPE — TOTAL WFU: 23.0 - II IG. 111 . DEVELOPED LENGTH = 60' Designed for a pressure ronge of 46 to 60 PSI Listed by the UPC * = Temp. Limiting Device Reid: 120' max. Temp, -INDMDUAL SHUT-OFF VALVE — -WATER HAMMER ARRESTER P-1 CMH Manufacturin West, Inc. BRAND: Marlette® T : , REV WOOD RUE IT ► J - NEV NOBEL FOR 201H B1-27-14 .AC I - -- - - 16I 6-287 9 - - - - 11Mt7. nu1 CCr C� t ii V DRAIN LINE STOOL STOOL E� Sri 3" VTR //•//�/��i 1(.4) /.ii 3" \\�\\'\\ DAI N 1/" RECEIVED CITY OF TUKWILA APR 16 2014 PERMIT CENTER ;,..crLA ..R_ tvtiAA• VRA&.1 pZ 1_33)" VTR 36" SHWR WASHER 4 ev41.41.U.:. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION UTILITY SINK r _. „Jv i lit/ES .r',V J L C; I ION DRAIN LINE LEGEND ■IIIII■II■IIhII■II■-3" ABS Afar •momiimi mi-2„ AB aiA:44 si • 1 ■■'■---■■■■-11/z" ABS DRAIN LINE - - -- - - —VENT CONNECTIONS IN WALLS OR CEILING 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. ALL VTRS TO INCREASE TO 1 SIZE BUT NO LESS THAN 3" IMMEDIATELY AFTER PENETRATING CEILING. P-2 CMH Manufacturing West, Inc. BRANDS Marlette® 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)18x3" WOOD SCREWS 0 12" o.c. —SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d per 16" (4) #8 x 3" 7.— TOP PLATE TO STUD, END NAIL 2-16d (4)15 GA. x 2 }" 8.- 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 of 16" o.c. 15 GA z 2 }" AT 7" o.c. (8) 16d 17-15 GA. x 2 r 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.— CEILNG JOIST TO TOP PLATE, TOENAIL 3-8d (3) #8 x 3" SCREWS 16.— CONTINIOUS HEADER TO STUD. TOENAIL 4-8d (7) 15 GA x 2 }" Ms" ROOF DECKING 32/16 SPAN FASTENED TO TRUSS WITH i"x11"x16 GA. STAPPLES AT 6" O.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. Ms" X 8" FASCIA WINDOW/DOOR PER FLOOR PLAN WINDOW/DOOR FLASHING PER IRC R703.8 "FLASHING" 7A, OSB FASTENING PER SHEARWALL WALL INSULATION (R-19) 0'—O" FINISHED FLOOR FASTEN TOP & BOTTOM PLATES TO EACH STUD WITH EITHER (4) .131X3" NAILS OR (6) 7/16"X2-1/2"X15 GA STAPES (2) 2X6 #2 HF RIM JOISTS INSULATION ENGINEERED TRUSS (24") 0.C. (SEE TRUSS PRINTS) SHINGLES (2) 2x8 #2 H.F. HEADERS. CONTINU VENT ON— 14 S RIDGE TALLED ""Ps'" (W') M CEILING BOARD STENED 0 BOTTOM CHORD TR . W/ FOAMSEAL 2X6 EXT. WALL W/ DBL 2X6 TOP PLATE & SINGLE 2X6 BOTTOM PLATE !'i" GYPSUM BOARD FASTEN SIDEWALL BOTTOM PLATES TO FLOOR WITH #8X3" SCREWS AT 16" 0.C. TYP. FASTEN SHEAR WALL AREAS. (2X6 #2 HF 0 16" 0.C.) FLOOR JOIST remee (R-22) 4': T&G DECKING iLOrt/► aL ' . o A vi>, csL'�►-e, h rw4.1.1.1.4.1) t;n'°st _ • illll IIIII III 00uu0\ mos••■■•000.u_1 1111 I III!) 11&.1 15 WIDE 4:12 W/ 2X6 FLOOR JOIST 96" SIDEWALL ON -FRAME CROSS SECTION 1I4'=1' (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 MTH 7/16"X1-1/2"X16 GA STAPLES AT 5 1/2" O.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). PENETRATION—\ / SCREW 1" MINIMUM , 30" (3) #8 X 3" ENGINEERED TRUSS (3) #8 X 3" SCREWS TOENAILED 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 CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION R of T�UKWILA CITY APR 162014 PERMIT CENTER C..areti'lkiA•47 44.4 /je-eee:y;n46 ere-- .‘kft.P.440 0-1.414 *tert,f2eir;.2A ka4A_ • 11414.1de lilerckLAAN- voLz THIRD PARTY SEAL P.E. SEAL 6 FLAN i' Vliiti •._crI"�t_.� 'rn MAR 202014 $ua,ECT ro CODE AND FILID INSPECTION S-2 BRAND: Mar1ette® AEY MOM P1DI Marlette®. DY ILMI FIR IEVELMR CB.ES 01-29-I4 SO CMH Manufacturing West,® : EXTERIOR ELEVATION 11(:1 :1 =1'-0' I ' V : Y: I'll : 4 i. " .1111► 0111E1\1►Y11[4: 111PID31: A. CROSS SECTION 1556S-28870 (FA21) FL3 (7A71T3) (FA27) CFL1 (FA25) - 2x6 art HF FLOOR JOIST a 16" oo. ONE JOIST MAY BE MOVED UP TO 4' FOR OBSTRUCTIONS. - 2x8 HEM -FIR 92 MIN. DOUBLE RIM JOIST. ( FL5) - MIN. 3/4" APA RATED T&G DECKING (PS1 OR PS2 24" O.C. SPAN RATING). (FA18) - JOIST TO PERIMETER JOISTS FASTENING PER DETAIL 5 AND 6. FASTEN DECKING TO JOISTS WITH 6dx2" RING SHANK NAILS AT 6" 0.C. EDGES AND 12' 0.C. FIELD FA21 FLOOR DECKING TO BE GLUED TO JOIST WITH ADHESIVE FETING ASTM D2559 OR ASTM D4689. (FA2-2x8 BLOCKING FASTENED TO JOIST W/ (2) .131x3" NAILS EACH END AND SPACED 48" FROM RIMS 5, AND 96" O.C. (2) JOIST BAY MIN. AT AU. ENDWALL LOCATIONS. (FA27) - OPTIONAL MIDSPAN BRIDGING OR FULL DEPTH BLOCKING. TYPICAL FLOOR CONSTRUCTION (OFF -FRAME) 1/2"E1' FASTEN OUTER RIM JOIST TO INNER RIM JOIST W/ (2) ROWS OF .131x3" (10D) PD NAILS C6 10" O.C. STAGGERED RIM JOIST TO RIM JOIST FASTENING 3/4"+1' FASTEN INSIDE RIM JOISTS TO FLOOR JOISTS w/ (10) .131x3" PD 7 1 FOR MATING LINE RIM JOIST , PORCH RIM JOIST AND UNSUPPORTED SIDEWALL RIM JOIST TO FLOOR JOIST FASTENING WmiOUT A HANGER OR LEDGER USE (10) .131X3" P.D. NAILS FACE NAILED THRU INSDE RIM JOIST INTO END GRAIN OF EACH JOIST . RIM JOIST TO UNSUPPORTED JOIST FASTENING FASTEN RIM JOISTS TO FLOOR JOISTS w/ (5).131x3" PD NAILS IF THE ENDS OF THE JOISTS ARE NOT SUPPORTED BY A BEARING WALL, THEN A JOIST HANGER RATED FOR 6006 MUST BE INSTALLED OR RN FASTENED TO EACH J003T PER DETAIL IL RIM JOIST TO SUPPORTED JOIST FASTENING ro. FLOOR GENERAL NOTES: 1. One (Moist in a given location may be moved a maximum of 4 inches for obstructions (Le. 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 A153. NO E GLUEING OF THE TONGUE AND GROOVE JOINT IS NOT REQUIRED BUT MAY BE DONE AT THE OPTION OF THE MANUFACTURER. TONGUE AND GROOVE JOINT DETAIL 3'=1' FASTEN EACH SIDE OF RIM JOIST wi MIN. 3"x8"x 20 GA. METAL CONNECTOR PLATES ON LOW SIDE OF JOIST. (SEE NOTE 4) MIN. DOUBLE 2x8 RIM JOIST AT MARRIAGE LNi E. JOIST SPLICES SHALL BE STAGGERED 24' (MIN.) PLATES ARE NOT REQUIRED AT SIDEWALL SIDE F DOUBLE RIM JOISTS ARE USED AND SPLICES ARE STAGGERED 48' (MIN.) RIM JOIST NAIL PLATE SPLICE 3/4'.1' REVIEWED FOF CODE COMPLlAN APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2014 P.E. SEAL Df_P' e. i_ i ✓.;. , i l •L JJ1 FiN3 PLAN REVI'=W zit:CT)O MAR 20 2014 SUBJECT TO CODE AND FIELD INSPECTION PFRMIT C NTER STATE SEAL S-3 I CMH Manufacturing West, BRAND: Marlette y l EXTERIOR ELEVATION Ista MING & FASTENING REV IESi®1 IY I glik"1,1 WA TVH DETAILS II" 41E ti t Joanna Spencer From: Steve Nelson <snelson@segaleproperties.com> Sent: Monday, April 28, 2014 3:14 PM To: Joanna Spencer Subject: RE: Segale Temp Housing $1,800 each From: Joanna Spencer f mailto:Joanna.Spencer@ TukwilaWA.govj Sent: Monday, April 28, 2014 3:08 PM To: Steve Nelson Subject: RE: Segale Temp Housing Steve- Ok, but what is the cost of hooking up ea modular home to sanitary sewer and storm drainage installed under PW14-0034? Joanna From: Steve Nelson [mailto:snelsonOsegaleproperties.com] Sent: Monday, April 28, 2014 2:49 PM To: Joanna Spencer Subject: RE: Segale Temp Housing Joanna: I had included the cost of the sewer installation in the Public Works permit PW14-0034. Steve From: Joanna Spencer jmailto:Joanna.SpencerCa>TukwilaWA.govj Sent: Monday, April 28, 2014 10:10 AM To: Steve Nelson Cc: Steve Nelson; Joanna Spencer Subject: Segale Temp Housing Steve - Is the sanitary side sewer line and the storm drainage line already in ? If not what is their construction cost ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd #100 Tukwila, WA 98188-8548 ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@TukwilaWA.gov PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0120 DATE: 04/16/2014 PROJECT NAME: SEGALE TEMP HOUSING SITE ADDRESS: 19407 SOUTHCENTER PY, UNIT 10 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: '9L Kt/t 04.21,•ICI Building Division II 3 ,wc •Z�C�I Public Works •2•IN Fire Prevention Structural CAL JIB u`I - LIA I Planning Division II 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 t CITY OF TUKW. 1 • Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit ( ;rBuilding 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 Owner Address: 5811 Segale Park Dr C., Tukwila, WA 98188 (attach map andlegai description showing hydrant tocadon and size of main):. Owner Phone: 1206-575-0302 Agee; • 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: 4 temporary Construction Trailers 0 BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ COMMERCIAL INDUSTRIAL 0 REZONE ❑ SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meter size(s): One 1 l/2" water meter for 4 tem construction 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 B: To Be completed by water ut1lit ,district Date 1. The proposed project is within TUKWILA /King 2. 0 No improvements required. 3. (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 Customers specific location for Customer's specific needs. 5. Water Availability: d❑ 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 1 hereby certify that the above information is true and correct, based on the best available information. HIGHLINE WATER DISTRICT / 206-824-0375 By Agency/Phone RECEIVFn APR 17 2014 Kr. PUBUC WORK':= OWED CITY OF TUKWILA APR 16 2014 nrnnnIT (CAITFR I I y Date VILI-4912#0 NW Date: Friday, January 31, 2014, Time: 11:28:59, Page 1 from HWD_2012.dwg taken at S 200th St Node. L Co 8 S 1 1 1 m o V m Q C CD Test Report Print Title for 196xx Southcenter Parkway Status: ACTIVE (A) License:LOPEZS*055LH Name: Lopez, Santiago UBI SSN: ***-**-2171 License Type: Manufactured home Installer (MI) Birth Date: 1/1/1920 Application Type: Test (T) WAINS Number: 0440 Address!: PO Box 1127 Address2: City: YAKIMA County: YAKIMA State: WA Zip: 98907 Country: UNITED STATES Phone: (509) 985-8394 Email: Effective Date: 6/8/1995 Expiration Date: 7/31/2016 Suspend Date: Last Updated by: pebe235 on: 8/6/2013 1:47:52 PM 83 Expand All Clr Infractions/Citations ai Open Lapse Information E Continuing Education 8 Renewal History (3) Department of Labor and Ind. cries PO Box 44450 Olympia, WA 98504-4450 MIAMI CONSTRUCTION LLC 912 N 20TH AVENUE YAKIMA WA 98902 MIAMI CONSTRUCTION LLC Reg: CC MIAMICL890CJ UBI: 602-760-914 Registered as provided by Law as: Construction Contractor (CC01) - GENERAL Effective Date: 2/11/2011 Expiration Date: 2/11/2015 SEGALE PROPERITIES LLC • 0 Washington State Department of Labor & Industries Page 1 of 2 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 Received by L&I 03/28/2002 Insurance Alaska National Insurance Co Policy no. 14DLS31006 Received by L&I 03/28/2014 Insurance history Savings $12,000.00 Effective date 02/18/2010 $1,000,000.00 Effective date 04/01/2014 Expiration date 04/01/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602023533&LIC=SEGALPL902CQ&SAW= 05/13/2014 TWP. 23.N., R. 4 E., W.M. 10 40 M:\ACAD\PLATS\03\03102-1 \BLOCK WALL-SEATTLE TRACTOR\EMPLOYEE HOUSING C-1.dwg EX. 24" CON I.E. 22.10 n /I J - ,- -� ��D on P DDITION AAL OEXISTAG WALL FOR ENTIRE TEMP. HO E SITE FRONTAGE. \,_ _-4I SOUTHCEI v IE 8" SS CO = 35.7 FG=±40.0 EX. GRADE ` — CONTbUR (TYON FX. SANDBLAST FOOTING PLATE - ! — — — __ .._........_-------- 19407 SOUTI CENTER..PARKWAY tt STALED U NDBRZ ROW- 131:LF8"S IE8"SS CO = 35.0 TER PARKWAY EX. STORM DRAINAGE TORN Dt2AINIVIE INS'iALLEb UNDER. Pw14-0034 EX. WATER -; PLANNING APPROVED . No changes can be madeto these Mans without approval from the Planning Division of DCD Approved By: Date: 05 v n p .,. Fil6HtME • TER-DVSTer - WATER METER AND CONNECTION TO MAIN. •EX. SANITARY. SEWER RE)Agv lER CODE COMPLIANCE APPROVED MAY 052014 yv City of Tu ila BUILDING ISION — 7/ NEW SS M NHOLE (STD. PLA SS-05) OVER EX. " SS CONSTRUCTED SOUTHCENTER PARKWAY. RIM =4Q7-r )E-NEW 8" (S) = 34.6 EXCAVATE TO VERIFY I.E. EX. DES DES KNi IE 1 B # S-358, TYP GN RIM = 30.89 GNIE12"(N) = 2 CKOUT FOR N "(W)=2722 EX. PA VEMEN T f EX. SLS"SIDE .SEW i"R EX. S TRUC T RE CB# S-35B-1, TYPE I RIM =33.7 (VANED GRATE) IE 12" (S)=28.8 IE 12" (E) =28.8 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION EX. STRUCTURE so 183 LF EX. 24"(30") CONC. SD @ I.07% GENERAL PROPOSED LOCATION OF POWER SUPPLY/ TO SANDBLAST. BLDG: 1 1 EX. STRUCTURE 0 EX. 1STRUCTURE FILE FIOPY Permit No. Plans view'spproval Is subyact to errors and omissionn, *royal of construction documents does not authorize theviolation of any adopted code or ordinance. Receipt of approved Field Copy andcorditionsieacknowledged : - 6/3 d/c-(/ Oty0fIkikwila BUILDING DIVISION I .� _ SOUTHCENTER PARKW ;Y These plans have been reviewed by the Public Works Department for conformance with current City. standards. Acceptance is subject to errors and omissions ..which do not authorize violations of adopted standards or ordinances. The responsibility for the 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 the Public Works utilities inspector. Date: 4 v n v RECEIVE APR 1.7 2014 TUKVInPUBLIC WORKS RECEIVED CITY OF TUKWILA APR 1 6 2014 H PERMIT CENTER 1104 Know what's below. Call before you dig. G LDSMITH 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 PLOTTED: DRAWN: DESIGNED: BPF APPROVED: FIELD BOOK: PAGE #: SEGALE PROPERTIES LLC 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 S.I (II1011]t11 tl1 1 I I1JII IIIII II 1111 Ill hill I(Il1ll!111 IlI I I Ill l I11 1 IIJII l IIII I II Ill Ill1111 f 11 1 11?1 ! 1 11 1111111 11l1�1 III�IIJ I11LJ�1(11 I II11! III III DI STRAP AND SOIL ANCHORS 2'-0" EACH SIDE I -- ��1iIIIiI(1i HEAT TAPE AND INSULATE WATER SUPPLY 10'-48" BALL VALVE J 9'-28' STRAPS; AT 4'-0" COAFFER 11 1-1 I I=1 I1 I� I III —I I__ III=1 II 1___1 L__.I I 1 I SANITARY SEWER d' SLOPE TO SIDE SEWER NORTH ELEVATION 9'-4" - SLOPE GRADE —i I I -I I I_I I —I I I =1I1 III 1II- III_I 111 III 111-1 I I —„III, ;III, 1_I STRAP STABILIZER PLATE SOIL ANCHOR 'ao. Boo in DOOR OPENING BLOCKING 10'_4" 0-�i FOUNDATION PLAN 10'-4g" 3 iri -1 I I 1 I.", I-1 i— i I —III —I 1 I I 1� I III1 I I1 I 1 I I--_1 I IIII: 11I; 111 _1--111-II_�- I11 II -1I11 4" SOLID CAP 8"X8"X16"CMU SINGLE BLOCK PIER MAXIMUM 36" HEIGHT 1 I I I I-11111 . -.1—i I I—III—III-1 1_ 1-1 I —III 1-- _J- ri i 2° silt NI 10'-4g " 2'-0" 2'-0" RISER MAXIMUM HEIGHT: 7 i" TREAD MINIMUM WIDTH: 11" RISERS: CLOSED GUARD RAIL HEIGHT: 36" MAXIMUM PICKET SPACING: 4" HANDRAIL HEIGHT: 34" TO 38" WEDGES MM32 STEEL STRAP W/ TURN BUCKLE STABILIZER PLATE III — I I=1 I . 111-III-1 -11 _I i I 1 111 111- i 11 =rr1-1 11=— .1111111_III=111--11 1-11-1 I I -111--111-1 11 I --I 11--1 -1 11-111 11 I-111�111=11 I-111I-111-111 11-III-11 I-111 II I EAST ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 05 2014 City of Tukwila BUILDING DIVISION MMA-6 4430DH SOIL ANCHOR i RECEIVED CITY OF TUKWILA III LL 0_ �O II n 0 LL EC PROJECT NUMBER: X co co co co aV) co N Q 7 N a CO J 11) a0 N • = X d * U- U • * • = O J w O • ] Q N ID 1- Y * LC) N 0 O w (V CO - w 00 ac_7 Z O O U) m = J O 00 w O LC) I— N wsf- A� a N II O Cn Cr I.rIJ O J CD aC L1 1 1 J a • � F• H V J DRAWING NUMBER: WW W. SE GALEPROPERT I ES. 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