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HomeMy WebLinkAbout09174 pORTro�y CONSTRUCTION PROGRESS RECORD s�Z CITY OF PORT TOWNSEND 0 wA Development Services Department 250 Madison Street, Suite 3, Port Townsend,WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 001093003 PERMIT NO. BLD09-174 ISSUED DATE 08/31/2009 EXPIRATION DATE 02/27/2010 ADDRESS. 3_5 ISCOVERY ROAD CONSTRUCTION TYPE V -B OCCUPANT LOAD OWNER GROUSSMAN TRSTE MARILYN J PROJECT DESCRIPTION Foundation for Manuf. CONTRACTOR KOZELISKY'S HOME SERVICE LENDER INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT SETBACKS SURVEY PIN i D FOOTING p 9 i FOUNDATION PIERS \ICiC �l FOUNDATION DRAIN FRAMING PRE-FINAL FINAL PUBLIC WORKS Ii Z Wb qiU�V FINAL BUILDING TO REQUEST AN INSPECTION CALL(360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PORT ro CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �WA s CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE I(NSSP CTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDA`Y.. DATE OF INSPECTION: We 0 q PERMIT NUMBER: o� / �I SITE ADDRESS:1 6i)f' c©VE k7 O�� CONTACT PERSON: PHONE: TYPE OF INSPECTION: Lc C. i� fS c)oj/j � Akj'�\ kLL Pt- _E %/JS f_C il'o A-) y— ❑ APPROVED ❑ APPROVED WITH <be_CRa1_1F7-f NOT APPROVED CORRECTIONS Ok to proceed. Corrections or re-inspection before checked at next inspection procee ing. Inspector 1 c_%'/ 9/r �� Dateq/ �9 - - Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. o�QORTT°� CITE' OF PORT TOWNSEND ti DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE IN PE9 C ION. FOR MONDAY INSPECTION,CALL BYyy3:OOPM FR/IDA�Yr. DATE OF INSPECTION: �q PERMIT NU BER: A LS V SITE ADDRESS: , 1 SV <N CO V IZ CONTACT PERSON: �-- I �- ) PHONE:—�—;�' l TYPE OF INSPECTION: 7—G 00 A 1 /671'V 1 E�� CL ~l l 7- CX 7p- VEO� ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceed' g. Inspector (� I T �-(J Date Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. QoaT ro Sys CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT ;-_ - INSPECTION REPORT 9J� - �WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:00PM FRIDAY. "q-GDOg ! �¢- DATE OF INSPECTION: /d 1EPT Dot PERMIT NUMBER: S P PO9 - jQ 2,& SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: A0 W,41 /V ap— 3_ 44F_4-Ez -o yr G,�.�-�&c ���r� 7­10 A/ 7a /--/v � 4� �P�42�7�0-C /L 77} ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspec � Date D,'?• /O -09 Ackno edgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. H !�'esf Prop. L �17 1-4L12'6 �4 itlt-s/Pao P Got .6 rZj5�e: 442 G,(r1 e �`ro m Pump rczrllcb / � 0/ ExtS Orcrl rJfi eld :' el!5rp 95- 224 .fie s er ve _ ti • 4'• �,r» 2 .SEIZVlC Lw4l !�7' C F /�n,G f /mot 7uiz.v �rzc,yw Gina � "rl 14&4L A-1 E0 l:F/7W FZ- 4 8/271oy i= y if I �c x /G r 4/ tvt l vv 1• j. I r I , - - r f17 c 151 S w. • 5 17 _4 Irf _ F }r i (� P , \ ��r fill.; 7ST.4GL L✓a�� i/a�v era I ! A •• — v IVy St. / \ J" l' 14 5 i^ \ 00• � r _ ,\/ AUG- �8 200 V 1. 4 r _ ORT OWNSE�VD �O DSD -� 2 WE' M /A) Fto IV 1 o r-7 S loc - S ffi 1 �l L �ZC�L✓ I� .mil ---- w E7WOOD. �ni�l :ham - 1r`vf' `dts cv AM Wind Zone I SINGLE SECTION Revised June 30, 2004 A COPY OF THIS MANUAL MUST REMAIN WITH THE HOME FOR REFERENCE BY OCCUPANT 0 ©Copyrighi 2004 h%f:lcei",oud Fnicrpnses. In' --._.._--_— __-.--_ - _:. -- � :...',-.. a '....-.:. ..,•^�. .. ..... _ -. ... a ...�. ..a. ..� ..<4... .-..._.efa�.G..x�m.�....�a6.,.�a, TABLE OF CONTENTS APPROVED Foreword PFS Corporation II Madison WI-9 Chapter 1 - Introduction 6/8/041 HUD Manufactured Introduction, Before You Begin, Zone Maps, Material Home Specifications Construction & Safety Standard Chapter 2 - Definitions 7 Chapter 3 - Site Preparation 9 Zones, Site Grading, Vegetation Control, Soil Bearing Capacity Chapter 4 - Foundation 11 Footing Pads & Piers, Concrete&Metal Piers, Perimeter Piers, Pier & Tiedown Spacing, Pre-Poured Footings, Mating Line Piers, Piering for Porches & Decks I Chapter 5 - Installation Procedure 33 Positioning & Leveling Home, Floor& Roof Connections, Ground Anchors & Straps, Bottom Board Repair, Unfinished Gypsum Chapter 6 - Installation of Optional Features 43 i Interior& Exterior Lights, Ceiling Fans, Telephones, Awnings-Deck-Carport-Patio Covers, Skirting, Pipe Heating Cable, Windows & Door, Axles Chapter 7 - Preparation of Appliances 47 Dryer Vent, Air Conditioning, Furnace, Fireplace, Range/Cook Top/Oven, Water Heater, Kitchen Sink, Bath Tub, Shower Chapter 8 - Utility System Connection and Testing 49 Electrical Connection, Grounding, Water Connection, Utility Service Test, Gas Test, Water Test, Electrical Test, Drain Test • The division of topics shown above conforms to NCSBCS/ANSI A225.1 -94 I is 4 FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH THESE SKILLS WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide. To maintain an effective warranty, the home must be installed in accordance with the instructions in this manual. This home is specifically designed to withstand certain structural, wind, and climate zones. When properly installed and prepared for the prevailing weather conditions at the chosen site, the home will provide a satisfactory and comfortable residence. The home manufacturer is not responsible for the integrity of the home in conditions more rigorous than those for which it is designed. Nor is the home manufacturer responsible for damage caused by failure to adequately prepare the home for extreme temperatures or other climate conditions that may be encountered. ITEMS REQUIRING YOUR SPECIFIC ATTENTION: Carefully review the information provided on the following pages prior to installing your home. SITE PREPARATION - Page 9. Provides specific information necessary to prepare the site where your home will be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 13 & 14. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES- Page 43. Review this information prior to the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING- Page 47. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 49. Carefully review this entire page to insure that the electrical service is properly connected. WARNING: A 4-wire feeder system is mandatory. You must have a ground wire i connection from the service entrance to the ground bar in the panel box. ii r FOREWORD (Cont'd.) This home is designed to be moved by a specially-equipped truck/tractor. The home may be damaged and the warranty voided if the home is moved, supported or lifted with equipment other than that specifically designed for this purpose. The drawings and data contained in these instructions are intended to be representative of the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the service center. Marginal Markings IVertical lines in the margin indicate and addition or a revision from the previous edition of this manual. Arrows in the margin indicate a portion that has been deleted since the previous edition of this manual. I i aw CHAPTER 1 INTRODUCTION AS YOU ARE READING THIS MANUAL, TAKE PARTICULAR NOTICE OF ITEMS THAT ARE WRITTEN IN A BOLD TEXT, OR SECTIONS THAT ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. i CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. I NOTE - INDICATES TOPICS OF PARTICULAR INTEREST. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF A MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. WARNING THIS HOME WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in this manual and entries on the Compliance Certificate. Only qualified service personnel should be allowed to test the various utility systems and the connection of these systems to the on-site services. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. Single Section Installation Manual for WZ-1 'WV-FLEE7i�S�OIOID. Page 1 Copyrgm 0 2004 ey Fieelwooe Entarpaes Inc. T. INTRODUCTION (Cont'd.) Consult the service center before using a support system which does not directly support the main beams and mating line as this may result in damage to the home. The support system must resist vertical loads from the weight of the home plus temporary extra roof loading (i.e. snow), as well as resisting side loads imposed by wind forces. Consult the Compliance Certificate for design data describing the roof and wind load resistance Determine the appropriate support system for local site and wind exposure conditions. On certain pages of this manual, you will see the seal of a professional engineer. Federal guidelines only require the seal from one state to be displayed, but the details herein apply to all of the United States. Should you have any questions or desire further clarification, please contact the retailer or the regional service center. (See Chapter 2) i Single Section Installation Manual for WZ-1 'wV-FLE6TM000. Page 2 Copyrght 02W<by Fleetwood Enterpnses Itr BEFORE YOU BEGIN...... Carefully review the documents behind the flap in the back of this manual prior to installation of this home. 1. COMPLIANCE CERTIFICATE: The Compliance Certificate can be found either on a wall in the master bedroom closet or on a door under the kitchen sink.A copy of the Certificate is included in this manual so you can reference the structural, roof load, thermal, and wind designs. 2. FLOOR PLAN: This document is the approved floor plan of the home and includes information regarding minimum pier capacities for mating line piers, pertinent electrical information, and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS: These documents are the approved utility schematics and show the configuration of the different utility systems in the home--water, drain, and gas. The drain schematic will indicate any portions of the drain system that require site installation for final assembly. Field assembly is necessary for any "shipped loose" system parts that are indicated by an asterisk ('). 4. INSTALLATION MANUAL SUPPLEMENTS: Supplemental pages may be included with this manual outlining special features in the home that are not covered in the manual or that differ from details in the manual. 5. DESIGN ZONE MAPS: The Design Zone Maps for roof loads, heat and cooling, and structural wind zones are shown on page 4 of the manual. Review these maps and the information on the Compliance Certificate to determine if the home site location is within the acceptable boundaries. The boundaries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. 6. WIND ZONES: Wind zone listings are also found on page 4 of the manual. 7. ROOF LOAD a) The roof load for which a home is labeled is a maximum. For example: A home labeled for 40 psf live load (L.L.) may be installed at any roof load not exceeding 40 psf. b) Homes labeled for roof L.L. over 20 psf that are installed in the 20 psf zone may omit the perimeter piering requirement. Single Section Installation Manual for WZ-1 'VVrFLEE71V(OiOID. Page 3 CopyrgN O 200.4 by Fbelwoo0 EmerpsM inc- R ZONE MAPS OF THE UNITED STATES NORTH MIDDLE ZONE 3 NH NN I WA MT ND VT WA p,1T ND VT A OR to SD N wl MI OR ID SD MN wl I PA NY WY � PA RI WY RI A NV NE IL IN O NJ NE IL IN OH CT NJ UT CO KS MO KY VA DE NV UT CO KS !AO VA DE CA N MD CA I N MD TN TN AZ NM OK AR SC OK AR pl AL GA '� NM �ZONE t TX ZONE 2 .o FL � C. HI AK ,�� ZONE t SOUTH DESIGN ROOF LOADS HI ZONE I SOUTH 20 PSF NORTH ZONE 0 MIDDLE 30PSF NOTE: L! �ZONE 3 Hawaii,Puerto Rico and Virgin ■NORTH 40 PSF ZONE 3 Islands are South Zone HEATING&COOLING DESIGN MAP STRUCTURAL ROOF DESIGN MAP (Uo VALUE ZONES) NH WA MT ND VT ZONE II MN OR ID SD wl MI NY WY RI PA NE IA IL IN OH NJ T NV UT CO VA DE Wind Zone I consists of those areas of the CA KS MO KY MD United States and its territories that are not TN identified as being in Wind Zone II or III. AZ NM OK AR S MS AL GA (Wind Zone I has no equivalent MPH rating) ZONE TX LA ` ZONE I ZONE II AK .• * ZONE 11 .ZONE III HI T, ZONE III (TYPICAL) STRUCTURAL WIND ZONE DESIGN MAP ZONE Ill WIND ZONE II (100 MPH) WIND ZONE III (110 MPH) The following local governments listed by state(counties I parishes,unless The following local governments listed by State(counties/ specified otherwise)are within Wind Zone ll: parishes,unless specified otherwise)are within Wind Zone III: Alabama North Carolina Florida i Baldwin Mobile Beaufort New Hanover Broward Lee Florida Brunswick Onslow Charlotte Martin All counties except those identified as Camden Pamlico Collier Manatee being within Wind Zone III Chowan Pasquotank Dade Monroe Columbus Pen der Franklin Palm Beach Georgia Craven Perquimans Gulf Pinellas t Bryan Glynn Currituck Tyrrell Hendry Sarasota Camden Liberty Jones Washington 4 Chatham McIntosh Louisiana South Carolina Jefferson St.Bernard f Lousiana Beaufort Georgetown La Fourche St Charles Acadia Livinggston Berkeley Hony Orleans St.Mary Allen Poin(e Coupee Charleston Jasper Ascension St.Helena Colleton Williamsburg Plaquemines Terrebonne Assumption SL James Dorchester Calcasieu St.John the Baptist North Carolina Cameron St.Landry Texas Carteret Dare East Baton Rouge St.Martin Arkansas Kleberg Hyde East Feliciana St.Tammany Brazona Matagorda Evangeline Tangipahoa Calhoun Nueces Iberia Vermilion Cameron Orange The following States and territories are within Iberville Washington Chambers Refugio Jefferson Davis West Baton Rouge Galveston San Patricio Wind Zone III: LaFayelte West Feliciana State of Hawaii Jefferson Willacy Maine Kenedy Alaska,coastal regions between the 90 mph isotach on Hancock Washington ASCE 7-88 wind map and the coast Massachusetts Virginia-The cities of: Barnstable Nantucket Chesapeake Princess Anne U.S.Territories: Bristol Plymouth Norfolk Virginia Beach America Samoa Guam Dukes Portsmouth Northern Mariana Islands Puerto Rico Mississippi Trust Territory of Pacific Islands U.S.Virgin Islands George Jackson Hancock Pearl River Harrison Stone [ Single Section Installation Manual for WZ-1 W�FLEEM000. Page 4 Copyngnl O 2004 by FlppnwoA Enierpnsn Irc SPECIFICATIONS FOR INSTALLER SUPPLIED MATERIALS MATERIAL SPECIFICATIONS PIERS: COMMERCIAL METAL PIER.. .. ... .. .... . .... Available in various heights and base widths listed and stamped with maximum load capacity. CONCRETE BLOCK.... .... . .. .. ... . . .. .. .. Hollow load bearing concrete masonry blocks conforming to ASTM Designation C90,Grade N. Nominal 8"x 8"x 16". Minimum 8,000 lbs.capacity(Not considering footings). FOOTING PADS AND RUNNER: CONCRETE... .. ......... . .. .. .... . . ...... Nominal 4"pre-cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. PLYWOOD............ . . .. ... . . .... . ... .. 2 pieces nominal 3/4"(23/32"actual)plywood(APA Rated Sheathing,Exposure 1,PS 1)pressure treated for soil contact in accordance with AWPB-FDN or AWPA C-9. WOOD. ..... . . ........ .......... .. . ...... Nominal 2 x 12 x 24"minimum pressure treated lumber#2 grade any wood specie. (AWPA C2 treatment or equivalent) A single wood pad with 3,000 or higher PSF soil capacity must be minimum#2 Doug-Fir Larch or#2 Southern Pine with minimum 12" base metal pier or 8"x 8"x 16"concrete blocks. PLASTIC.... . .......... ... ... . ... . . . ..... Available in various base sizes—listed with maximum load capacity. OPTIONAL CONCRETE RUNNERS . . . . .. .. ... Nominal 6"reinforced concrete. CAPS AND WEDGES: WOOD WEDGES.. ...... . . ... . . . . . .. ... ... 3 1/2"min.width x 8"min.length x 1 1/2"max.thickness(may be untreated) PLASTIC... ... ... ... .. ... ... . . . .. . . . . ... Available in various sizes—listed with maximum load capacity. CONCRETE CAP BLOCK. . ... . . .. ... .. .... Nominal 2",3",or 4"x 8"x 16"pre-cast concrete without reinforcement. WOOD CAP BLOCK..... . . .. .. . .... .. . . .. Nominal 2 x 8 x 16"lumber(may be untreated). TIE DOWN STRAPS AND GROUND ANCHORS: a. Main beam diagonal straps. Min. 1 1/4"x 0.035"zinc coated(0.30 oz. per sq.ft.)steel strapping b. Supplemental straps. conforming to ASTM D3953,Type 1, Grade 1,Finish B with a minimum working load capacity of 3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. c. Ground anchors for all tiedown 1). Ground anchors should be capable of resisting a minimum total straps. May be fabricated from load capacity of 4725 lbs.and a working load capacity of 3150 lbs. steel rod,cable or other similar minimum. material. 2). The resistance capability of anchors and anchoring equipment should be certified by a professional engineer,architect or a nationally recognized testing laboratory. This is based on the maximum angle of diagonal tie and/or vertical tie loading the angle of anchor installation,and the type of soil in which the anchor is to be installed. The tiedown straps should be certified in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specification for Strapping,Flat Steel and Seals. Single Section Installation Manual for WZ-1 17FLEEM000 Page 5 Cagrgnt O 20W by FleetMootl E rnerpen.Inc i 1 �I i I i Single Section Installation Manual for WZ-1 '"07—FLEEflNrOOID Page 6 Copyright 02004 by Fleetwood Errti,�es inc CHAPTER 2 DEFINITIONS ANCHORS - Part of the anchoring system installed in the ground around the perimeter. of the home. ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Chapter 5. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. Any areas damaged or torn during transportation or installation must be resealed. FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete, treated lumber, or plastic. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT SYSTEM -A combination of footings, piers. caps and wedges placed beneath the home to provide support. See Chapter 4. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps that connect the home to the anchors. Single Section Installation Manual for WZ-1 `W27"FLEE71OWN". Page 7 Copyngnt 0 2067 by Fleelv.ODa Enierp�in; If you have any questions concerning definitions, terminology or other related installation issues, please contact the Regional Service Center located nearest you. Regional Service Centers: II Western Region 877-322-2412 Central Region 877-538-8576 Eastern Region 866-231-9586 1 Riverside, CA Waco, TX Douglas, GA r Single Section Installation Manual for WZ-1 FLEEM000. Page 8 Copyrgnl 0IOG4 by Fbe—d Enurp—Inc. t CHAPTER 3 SITE PREPARATION i CAUTION WHERE YOU LOCATE YOUR HOME IS EXTREMELY IMPORTANT. CAREFULLY REVIEW THE FOLLOWING ITEMS BEFORE CHOOSING A LOCATION. STRUCTURAL,WIND AND CLIMATIC ZONES Refer to a copy of the Compliance Certificate for this home and zone maps to determine that the home's location is within the specified zones and boundries. WATER DRAINAGE AND SITE GRADING Make sure the home site is property graded and sloped to prevent water and moisture from collecting under the home. Rain and irrigation water must not be allowed to flow under the home.If the home is set over a crawl space or a basement provide water drainage away from the underside of the home. Locate the home an adequate distance from streams and rivers. If the home is placed on any fill material,such material should be clean and properly compacted before any pads or footings are located. Controlling the water and moisture under your home will greatly improve the stability of the footings and piers that support the home. CAUTION t CONTINUOUS STANDING WATER UNDER THE HOME CAN RESULT IN CONDENSATION k PROBLEMS AND AFFECT THE HOME'S WARRANTY. EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL ALSO AFFECT THE COMFORT LEVEL IN YOUR HOME AND CAUSE DETERIORATION. t DO crown and grade site to DO NOT grade site or set the home so slope away from the home. that water collects beneath the home. GROUND MOISTURE BARRIER Ground moisture-vapor retarder is not required for this home and should not be used to correct poor drainage from under the home. Retarder, if used,should only be used in addition to proper grading and drainage described above. 10'MIN.' El IN.SLOPE: 1!2'PER FOOT ✓✓ Home sites shall be prepared so that there will be no depressions in which surface water shall accumulate beneath the home. The area of the site covered by the manufactured home shall be graded,sloped or mechanically designed so as to provide Natural drainage should be diverted drainage from beneath the home. around the home. -► ELEVATION PLAN VIEW Single Section Installation Manual for WZ-1 'WV-FLEE7H4010. Page 9 CopyngM C 2004 Ey Fleelvood Enterprtses Inc SITE PREPARATION (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growth and possible swaying movement of branches in projected wind,snow or ice conditions. Remove all thick,lawn-type vegetation,tall grasses and brush from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS Review the location of utility inlets for water,gas and electricity and the outlet for the sewer connection. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil-bearing values available in pounds per square foot(psf). To ensure the home footing sizes and piers are adequate to support the home,you must obtain the following information:(1)soils investigation and analysis of the site,(2)compliance with the local building code,or(3)competent opinion by a local registered professional engineer or building official. If none of this information is available,use the procedure shown below to determine the soil-bearing capacity. If the procedure below is not used,all footing sizes and piers shall be determined by the 1000 pounds per square foot soil capacity columns as indicated in Chapter 4. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of footings. Such a method is only an approximation,and the results should be properly interpreted. I 1. Obtain a pocket penetrometer. May be obtained by contacting Manufactured Housing Resources,PO Box 9 Nassau,DE 19969, 1-302-645-5552. 2. Test an area adjacent to,or within 10 feet of,the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer.take at least seven readings. 5. Take an average of the middle five readings,disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 6. Drive a wooden stake beside the test area in the event an inspector desires to verify the results. CAUTION MOST SOIL PENETROMETERS READ IN TSF (TONS PER FOOT) NOT F PSF (POUNDS PER FOOT). 1 TSF = 2000 PSF d CAUTION IF THERE IS ANY EVIDENCE THAT THE SOILS UNDER THE HOME ARE OF THE EXPANSIVE TYPE (SUCH AS A DRY CLAY THAT SWELLS WHEN WATER IS APPLIED), SPECIAL ANALYSIS WILL BE REQUIRED. CONTACT A LOCAL ENGINEER FOR ADDITIONAL GUIDANCE. NOTE DEPENDING ON THE SITE LOCATION, YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDOWN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. Single Section Installation Manual for WZ-I WV FLEEMOIOV. Page 10 coprrgn:02D04 by F,eeteooa Emeiprees Inc CHAPTER 4 FOUNDATION FOOTING PADS AND PIERS ;r. r FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual(including plywood or plastic)may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Plywood pads must be two pieces each 314"min.thickness and used in similar configurations to 2 x 12 x 24"wood pads. (i.e.,2 pieces of 314"x 12 x 24 equals one piece of 2 x 12 x 24). ABS Plastic pads of equivalent bearing area are acceptable substitutions when used according to the pad manufacturer's instructions. Check with local building authorities for home installation requirements due to ground conditions.In areas where the ground is subject to freezing,the footing pads must extend below the frost line established by local jurisdiction. See pages 13 and 14 for frost line information. PIERS f The piers used must be strong enough to transmit the vertical load(including the weight of the home,its furnishings,and temporary roof loading)to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full-length or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings.Common full-length concrete runners are shown below.When using transverse runners,they should extend from sidewall to sidewall at the spacing shown in the diagram.Provide additional poured runners at the mating I line for piers at the ridge beam support post locations. Before these methods are used,be sure they are adequate for the site location and permitted by the applicable local code. The size and spacing of reinforcing bar must be designed by others.To determine pier spacing for concrete runner use the pages for"Pre-Poured Concrete Footings"elsewhere in this manual. Example: for 20"wide concrete runners,use pier spacing for 20"x 20"footings. �oR�. -i' PRO SIO:' - , FAR\S 20"MIN. MIN.6"THICK TYPICAL EACH MIN.6"THICK CONCRETE RUNNER WIDTH REINFORCED POURED RUNNER REINFORCED POURED DETERMINED BY SECTION CONCRETE(TYPICAL) (TYPICAL) CONCRETE(TYPICAL) WIDTH AND MAIN BEAM SPACING(TYPICAL) 2 POUR RUNNERS 2 POUR RUNNERS (PERIMETER PIERING) NOTE: INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS (SUCH AS BLOCK SIZE OR LOADS)SHOULD BE JUSTIFIED BY ENGINEERING DATA, DETAILS, PLANS AND/OR TEST DATA MUST BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APROVAL. ALTERNATE FOUNDATION DESIGNS WHICH ARE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT MAY BE USED INSTEAD OF DETAILS SHOWN HEREIN WHEN APPROVED BY LOCAL AGENCIES. Single Section Installation Manual for WZ-1 �— O�D Page �1 c FLEETWQ . Gopy,gM a 2004 by neervooa Emerprsen u t PIER LOCATION ELEVATIONS RECESSED NTRY POgT— OVER 42"TO 72"MAX. RECESSED ENTRY AREA MAY BEAT RANDOM LOCATIONS ALONG SIDEWALL PIER UNDER POST AT ALL SIDEWALL DOORS PORCH OR RECESSED i REQUIRE PERIMETER ��PIERDER ENTRY PIERS UNDER EACH JAMB SEEFACTORY INSTALLED LABELED G-2 SHEARWALL NOTE C FIREPLACE IN STRAP. NUMBER OF STRAPS ON HOME WILL FLOOR OVERHANG VARY. HOME MAY NOT HAVE ANY SUCH NOTES: PERIMETER PIERS STRAPS ON THE"EXTERIOR WALL. A) See pages 15 and 16 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap. B) The perimeter piers shown above are not required if full perimeter piering is part of the home support and the location of the perimeter piers are within 1 foot of the indicated locations. Exception: A perimeter pier must be installed at a labeled G-2 strap location. Perimeter piering charts may also be used for permanent foundations. C) Sidewall windows,30"or greater in width,in combinations of three or (7 �15Tf qFa more require piers under each jamb and center stud. no.114et ` PROFf$sIo1 Sidewall windows,60"or greater in width,in combinations of two or more require piers under each jamb and center stud. Sidewall windows,72"or greater in width,used singly or in combination,require FA R�Cj piers under each jamb(and center stud,if applicable). As an alternate to these requirements,a 4 x 4 beam may be used with perimeter pier spans not exceeding 8'-0". m 11H[FLOOR BOTTOM OFB8 MAIN BEAM — LINE i FM PIERS REQUIRED UNDER EACH MAIN BEAM AL_J VARIOUS MAXIMUM ON CENTER SPACING 1'-0"MAX. V-0"MAX. MAIN BEAM PIERS i c Single Section Installation Manual for WZ-1 ��F��TH�OIOID Page 12 Copyrgnt 02004 by FleelrooC Ente,peef ItK FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS Double concrete block piers may be used on any pad that covers at least 16-x 16". All piers shall be placed in the center of the footing configuration. TRIPLE DOUBLE PAD FOOTINGS("DOUBLE PAD- 8x16x4-concrete pads may not be used alone. CAPACITY MULTIPLIED BY 3) Lc`" They must be used in configurations of at least two pads. r`<t' 16- TWO DOUBLE e� TRIPLE PAD ' FOOTINGS 16' . PAD FOOTINGS DOUBLE PAD SINGLE PAD ` �'J FOOTING FOOTING J Y J L y r" �1. J _ ,�� ' DOUBLE TRIPLE PAD Fci FOOTINGS("TRIPLE PAD" `. CAPACITY MULTIPLIED BY 2 J QUAD PAD LOAD TWO DOUBLE y FOOTINGS DISTRIBUTING PAD FOOTINGS DOUBLE PAD PAD FOR FOOTING SUPPORT 16" X 16" X 4" CONCRETE 8" X 16" X 4" CONCRETE PAD FOOTINGS PAD FOOTINGS C7�O R -9 DOUBLE TRIPLE PAD FOOTING No.11421 F ("TRIPLE PAD"CAPACITY -;' FROF S10: G � MULTIPLIED BY 2) 11 DOUBLE PAD C1 FNGINtt, FOOTING AR�5 LOAD DISTRIB JTIN PAD FOR Y" Y SUPPORT J J .. �" Y TRIPLE PAD 24- FOOTING SINGLE PAD 11 1r4- FOOTING 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing,frost heaving can lead to unleveling and potential damage to the home. Follow these details in areas where the ground is subject to freezing. TYPICAL PIER TYPICAL PIER FROST LINE DEPTH AS ESTABLISHED BY BOTTOM OF FOOTING PAD FOOTING PAD LOCAL JURISDICTION LOCATED AT FROST LINE I 6-MIN. - WHEN FROST LINE IS NOT OR CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. Single Section Installation Manual for WZ-1 'WZ;-"FLEE7VIKOW. Page 13 CaoYn9n1 O 200a oy FleeMooa Enixpnses Inc FOUNDATION FOOTINGS WITH COMMERCIAL METAL PIERS All piers shall be placed in the center of the footing configuration. 114i4,11 , hi , Ip �Ys SINGLE PAD FOOTING L✓' TWO DOUBLE DOUBLE PAD FOOTINGS PAD FOOTING LOAD DISTRIBUTING ?,C PAD FOR SUPPORT16" 16" X 16"X 4" CONCRETE PAD FOOTINGS R Gi SINGLE PAD FOOTING no.1110E1 , "/' PROFf$S101 FA RCS \ , , DOUBLE TRIPLE PAD DOUBLE PAD FOOTING FOOTINGS("TRIPLE PAD" CAPACITY MULTIPLIED BY 2) -:- TRIPLE PAD LOAD DISTRIBUTING FOOTING PAD FOR SUPPORT 2 X 12 X 24"WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing,frost heaving can lead to unleveling and potential damage to the home. Follow these details in areas where the ground is subject to freezing. TYPICAL PIER TYPICAL PIER FROST LINE DEPTH AS BOTTOM OF FOOTING PAD FOOTING PAD ESTABLISHED BY LOCATED AT FROST LINE LOCAL JURISDICTION 6'MIN. _ WHEN FROST LINE IS NOT OR CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. Single Section Installation Manual for WZ-1 'VV-FLEE7HV0Q. Page 14 Copyrgnt 02006 by Flee,wootl Enle/prws Inc. CONCRETE BLOCK PIERS _ 8" X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) a WOOD WEDGES MUST BE USED IN PAIRS TO FORM LEVEL SURFACE. 36'MAX. 80'MAX. HEIGHT(SEE HEIGHT NOTES 2 8 3) CAP BLOCK(S) CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER F A ALONG WITH MINIMUM 1'WOOD J WEDGES UP TO A MAXIMUM ' 1 a HEIGHT OF 8*. / SINGLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY DOUBLE BLOCK PIER NOTES: 16,000 LBS MAXIMUM CAPACITY 1. PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN 3. SINGLE STACK BLOCKS MAYBE 48'MAX.HEIGHT WHEN USED THE FOOTING CAPACITIES ON PAGE 32. FOR PERIMETER PIERS. 2. MIN.PIER HEIGHT IS 8'FROM GROUND TO BOTTOM OF 4- CONCRETE BLOCK MAY BE USED IN COMBINATION WITH MAIN BEAM PROVIDED ALL OTHER CLEARANCES ARE MET. COMMERCIAL METAL PIERS. (HEATING DUCTS AND DRAIN PLUMBING). f'BE',M WOOD MAIN BEAM PIERS WEDGES MAIN 4.�<� i�WEODGES `ii��i BEAM i � I T CAP BLOCK CAP BLOCK f Na 11481 FROFS5102 ' IN AR SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM DOUBLE BLOCK PIER PERIMETER PIERS NOTES: 1. PIER MAYBE OFFSET UP TO 6'MAX.EACH SIDE OF STRAP TO MISS 2.NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS LABELED G-STRAP ALONG PERIMETER. THE FLOOR RIM PLATE. 3.A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE GROUND ANCHOR. JOISTS UNDER LABELED G-2 4 X 4 OR 2.2 X 4'J�=ING SHEARWALL EXTERIOR r!—�y�� (NAILED TOGETH STRAP WALL I' MINIMUM 2 FLOO / FLOOR RIM \ � PLATETYPICAL 66' FLOORJOISTi' WOOD �L WOOD WEDGES WOODWEDGES WEDGES ��� CAP BLOCK CAP BLOCK 'CAP BLOCK 10'MAX.SETBACK `���i 6'MAX. i' EDGE OF FLOOR SETBACK BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED AT LABELED G-2 STRAP LOCATION EDGE OF FLOOR BACK FROM EDGE OF FLOOR (SEE NOTE 1) Single Section Installation Manual for WZ-1 �FLEETMVOOQ. Page 15 CopyngM 0 2004 by Fleanrootl Enierpnses Inc. COMMERCIAL METAL PIERS Commercial metal piers may be used along with concrete piers. i CONTACTPAD ALTERNATE CONTACT PAD i ADJUSTABLE RISER WITH DIRECTION EVERY OTHER PIER ADJUSTABLE NUT AND WASHER(IF REQUIRED) PIER FRAME NOTE Pier capacity is listed and labeled by pier manufacturer on each pier. Pier capacity must be the same as or greater than the footing capacities on page 32. MAIN BEAM PIERS PERIMETER PIERS JOISTS UNDER 4 X 4 OR 2.2 X 4'S ON EDGE 4 X 4 OR 2.2 X 4'S SHEARWALL (NAILS TOGETHER)SPANNING ON EDGE(NAILS 2 FLOOR JOISTS TOGETHER) EXTERIOR WALL I ri i TYPICAL FLOOR JOIST r TYPICAL FLOOR JOIST FLOOR RIM 10'MAX.SETBACK PLATE FROM EDGE OF FLOOR 10'MAX.SETBACK FROM EDGE OF FLOOR LABELED RECESSED BACK FROM EDGE G-2 STRAP AT EDGE OF FLOOR AT LABELED G-2 STRAP LOCATION { OF FLOOR (SEE NOTE 1) j NOTES. 1.PIER MAY BE OFFSET UP TO 6'MAX.EACH SIDE OF STRAP 3.A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER GROUND ANCHOR. STILL SUPPORTS THE FLOOR RIM PLATE. 2.NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT LABELED G-STRAP ALONG PERIMETER. MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS LABELED PERIMETER PIERS LABELED G-2 SHEARWALL STRAP FOOTING CONFIGURATIONS L FOOTING CONFIGURATIONS U n 16'x16' 8'x16' 2x12x24 iJ n 16'x16' B x16" 2x12x24' V � Concrete Concrete Concrete Concrete V v�G\STfgFo Pad Pad Wood Pad �o Pad Pad Wood Pad , ho. 11461 1 i' PRO slot 1000 SINGLE DOUBLE SINGLE 1000 DOUBLE 2 DBL PADS DOUBLE G 2000 SINGLE DOUBLE SINGLE E4T0000 DOUBLE TRIPLE DOUBLE t^`cyG/NEE�� 2000 FA RCS TO SINGLE DOUBLE SINGLE SINGLE DOUBLE SINGLE 4000 Single Section Installation Manual for WZ-1 'c"FLEE7IM(OIOV. Page 16 Copyrgm 0 2004 by Flmlwwd EneMp IK MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size is 12"maximum for 10 to 15 wide,and 6"maximum for 16 wide sections. The range in inches of various width homes is provided to assist in referencing the proper page. NOTE: Homes requiring perimeter footings will have the copy of the floor plan stamped PERIMETER PIERING REQUIRED. A. R 'srFG 9 eNo.114B1° , PROF fSSlot .0 F'YGGINEE~� SECTION WIDTHS FA P, Range(in inches)Of Section Floor Widths i 12 Wide 132" to 143" 13 Wide 148" to 157" NOTE: THE FOOTING CAPACITY TABLE 14 Wide 158" to 168" ON THIS PAGE INDICATES THE MAXIMUM 15 Wide 178" to 180" LOAD THAT CAN BE PLACED ON THE 16 Wide 182" to 190" VARIOUS FOOTING CONFIGURATIONS. 18 Wide 204' Measured across section at floor excluding FOOTING CAPACITIES MAX. exterior siding. 8" x 16" x 4"CONCRETE PAD I Soil Capacity DOUBLE TRIPLE 2 DOUBLE 2 TRIPLE (PSF) PAD I PAD PADS PADS PROCEDURE FOR FOOTING CONFIGURATION AND 1000 1,700 2,600 3,500 5,200 SPACING TABLES: 1500 2.600 4,000 5,300 8.000 1. See approved floor plan to see if perimeter piering is 2000 3,500 5.300 7,100 10.600 required. 3000 5.200 8,000 10,600 16,000 2. Determine the soil bearing capacity. 40DO 7,000 10,600 14,200 21.200 3. Determine the design roof live load of the home. 16"x 16" x 4"CONCRETE PAD 4. Following that line across the table,and based on the Soil Capacity SINGLE DOUBLE 2 DOUBLE QUAD main beam size,determine the footing spacing and (PSF) PAD PAD PADS PADS configuration. 1000 1,700 3,500 7.000 7,000 5. Footing placement to start at no more than one foot 1500 2,600 5,300 10,600 10,600 (1'-0"to edge of pier)from the ends of both main beams. 2000 3,500 7.100 14.200 14,200 6. The spacing for any individual footing may exceed 3000 5,200 10,600 21,200 21.2 00 the spacing shown up to 10%as long as the average 4000 7.000 14.200 t 28.400 28.400 spacing does not exceed the spacing shown. 2 x 12 x 24"WOOD 7. Perimeter piering details may be used as an Sal Capacity SINGLE DOUBLE TRIPLE alternative for any model at the installer's discretion. (PSF) PAD PADS PADS 1000 2,000 4,000 6,000 1500 3.000 6.000 9,000 2000 4.000 8.000 12,000 3000 6,000 12.000 18.000 4000 8.000 16,0)0 24.000 EXAMPLE USING- 16'X 16"X 4"CONCRETE FOOTINGS,, 16"X 16"X 4"CONCRETE FOOTINGS Double Pad Footing, 1000 psf soil capacity. $ RoolNMAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 8c Livead Footing ON.Pad Footing wo DDI Pad Ping. 20 psf roof live load,supporting 10' main beam. 3 LoadBeam Size Main Beam Size Main Beam Size (Psn10' 12' 8- 10' 12' 8- 10- 12' 6' 6 8' 10 17 FOOTING -6- 5' 5' a 10' 10'-6'SPACING PER 40 2' 2' 2' 4'-6' 4'-6' 4'-6' 8' 9'6' �177 14 WIDE SECTION 4'-6 4'-6' 8' 9' 9' 8' 10'14 WIDE PAGE 8c 8• 10 Single Section Installation Manual for WZ-1 'Z=FLEE7W000. Page 17 Capyrgni O 2004 try Fbeirood Erroeiprees Irc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 12 WIDE - SINGLE SECTION 8" X 16" X 4" CONCRETE FOOTINGS MUM MAIN BEAM FOOTING SPACI NG NG(In Feet)I Roof 'u r-"---'"-`--r-"-- --""-�---•--�--.�^--� ----� Dbl.Pad Footing Triple Pad Foobn Two Dbl Pad F f � Live M n9 P 9 �9 -E Y Load ci a Main Beam Size Main Beam Size Main Beam Size SEE 7� (psf) O 1 tq 8' 10" 12" 8• 10" 12' 8" 10' 12" ■ MAIN BEAM FOOTINGS 20 1000 3'-6"i T-6"i T-6" 5' S' 5' T T 7' 20 1500 5' 5' 5' 7'-6- 7'-6-i 7'-6' 8' 10' 10' These tables determine the footing pad configuration and 20 2000 T T T 8' 10' 10' 8' 10' 12' footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' Review the table that indicates the footing type you are going to use. 20 4000 8' 10, 12, 8' 10' 12' 8' 10' 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS Roof MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Root MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Live @ N Sgl.Pad Footing Dbl.Pad Footing Triple Pad Footing Live m c Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. Load U a Main Beam Size Main Beam Size Main Beam Size Load U a Main Beam Size Main Beam Size Main Beam Size (ps0 rn 8' 10 12' 6" 10' 12" 8" !, 10" 12" (psfl m 8" 10" 12- 8- 10- i 12" 8- 10' 12" l 20 1000 T-6' T-6" T-6" 7' T T 8' 10, I 11' 20 1000 3'-6" T-6" T-6" T T T 8' 10' 12' 20 1500 5-6• 5'-6" 5'-6' 8' 10' 11' 8' 10- ! 17 20 1500 5' 5' 5' 8' 10' 110' 8' 10' 12' i 20 2000 T 7' T 8' 10' 12' 8' 10' 12' 20 2000 7' 7' 7' 8' 10' 12' 8' 10' 12' I 20 3000 8' 10' 11' 8' 10, 12' 8' 10' 12' 20 3000 8' 10' 10' 8' 19 12' 8' 10' 12' I I i 20 4000 8' j 10' 12' 8' 10, 12' 8' 10' I 12' 20 4000 8' 10' 12' 8' 10' 17 8' 10' 17 �i FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES,USE PERIMETER No.11481 i PIERING AS SHOWN ON FOLLOWING -�' PRO 101 PAGE. C FNcrN6E�.2. FA F�`' Single Section Installation Manual for WZ-1 .VZ FLEE7yyi00Q. Page 18 Ccpynght 02004 by Fbsl►ood EMOIP es k c MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE - SINGLE SECTION •0 ,0 0 ,0 0 0 0 0 0, o q 0 0 0; These tables determine the footing pad configuration and --in--- footing spacing along the main beams and perimeter of the sectiorl F--'-- --"--- Refer to pages 13 and 14 for footing ad configuration :o '0 0 '0 0 ' o o' 0 0' o�d� a 0- P g g P g SP. details. :MES :u 1� Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. ❑ PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PROCEDURE: z MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1. Determine the design roof live load of the home. a c Dbl.Pad Footing T iple Pad Footing Two DDI Pad Ftng. 2. Determine the soil bearing capacity. n Main Beam Size Main Beam Size Main Beam Size 3. Follow that line across the table to determine the type of in 8- 110- 12• 8 10• 112" 8- 10• 12- footing configuration and spacing. 1000 6'-6 6'-6" 6'-6 8' 9'-6.1 9.-6" 8' 1 10' 12' 4. Perimeter Piers-Footing placement to start at no more 1500 8' '9'-6• 9'-6" 8' 1 10' 10' 8' ; 10' 12' than one foot(1'-0"to edge of pier)from each corner of 2000 8' 10' 12' 8' 10' 110' 8' 1 10' 12' the home. 3000 8' 1 10' 12' 1 8' 10' i 12' 8' 1 10' 1 12' 5. The spacing for any footing may exceed the spacing 4000 8' ) 10' 12' 1 8' 10' 1 12' 8' 10' 12' shown up to 10%as long as the average spacing does not exceed the spacing shown. 16" X 16" X 4"CONCRETE FOOTINGS y MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) PERIMETER FOOTING n c Sgl.Pad Footing Dbl.Pad Footing Two Db1 Pad Ftng. CONFIGURATION AND SPACING Main Beam Size Main Beam Size Main Beam Size G .. FOOTING CONFIGURATION rn 8• 10" 12" I 8- 10• 1 12" 8" 10" 12" o m n n 1000 6'-6";6'46' 6'-6" 8' 10' 12' 8' 1 D' 12' > H 16"X 16" 8"X 16' 'o c 1500 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' x n 2x12x24" o. m Concrete Concrete i g o Pad Pad ( Wood Pad n 2000 B' 10' 12' 8' 10' 12' B' 10' 12' m to 3000 8' 10' 12' 8' 10' 112' 8' 10' 12' 20 1000 SINGLE DOUBLE j SINGLE 6'-0' 4000 8' 10' 12' 8' 10' 1 12' 8' 10' 12' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8•-0 2 X 12 X 24"WOOD FOOTINGS 2400 to SINGLE DOUBLE SINGLE 4000 MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1000 DOUBLE TRIPLE DOUBLE $N Sgt.Pad Footing Dbl.Pad Footing Triple Pad Ftng. 30 f000lo SINGLE DOUBLE SINGLE , 8'-0" a Main Beam Size Main Beam Size Main Beam Size 000 SINGLE DOUBLE SINGLE con 8" ! 10' 12" 8" 10" ! 12" 8" 1 10' 12" 1000 DOUBLE NIA DOUBLE 1000 6'-6" 6'-6" 6'-6" 8' 10' IT 8' 10' 12' 40 1500 DOUBLE TRIPLE I DOUBLE 8•-0" 1501) 8' 10' 10' 8' 10' 12' B' 10' 12' 2000 to 2000 8' ; 10' 12' 8' 10' 12' 8' 10' 1 12' 4000 SINGLE DOUBLE SINGLE 3000 8' j 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 1 10' 1 12' 8' 10' 12' 8' 10' 12' R 4� RF .A PNo. 1148110 r {' p0.0FF,5Sol 'C F1'G1NEE�.r FAR\S Single Section Installation Manual for WZ-1 "l FLEEIW 00Q Page 19 Copyrgru 0 2004 by Fleelwoo Enierpreee inc MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE SECTION 8" X 16" X 4" CONCRETE FOOTINGS r." > MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof Z r- ---� --t -+ -�-- F----- ""-- - -� U Dbl.Pad FootingTriple Pad Footing Two Dbl Pad Ftn �- Live `c a P 9 9 E Load co a Main Beam Size Main Beam Size Main Beam Size sU, (PSQ in 8" 1 10' 12' 8" 110' 12" 8' 10' 12' ■ MAIN BEAM FOOTINGS 20 1000 3' 3' 3' 4'-6' 4'-6"1 4'-6" 6'-6' 6'-6" 6'-6" I 20 1500 4'6" 4'-6" 4'-6" T T 7' 8' 9'-6'i 9'-6" i These tables determine the footing pad configuration and 20 2000 6'-6" 6'-6' 6'-6" 8' 19'-6" 9'-6" 8' 10, i 12' footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 8' 9'-6" 9'-6' 8' ! 10' 12' 8' 10' 12' I Review the table that indicates the footing type you are going to use. 20 4000 8' 10' 12' 8' 10' 1Z 8' 10' 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS >. MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) � MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof .0 Roof u Live 2-N Sgl.Pad Footing Obl.Pad Footing Triple Pad Footing Live $N Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. Load U a Main Beam Size Main Beam Size Main Beam Size Load c)a Main Beam Size Main Beam Size Main Beam Size s s (P fl U 8' 10" i 12- 8- 10- 112- 8- 10" 12" (P m 8' 1 10" 112" 8 10- 12- 8" 10- 1 12- 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6' 8' j 10, 10, 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6' 20 1500 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 1500 4'-6" 4'-6' 4'-6" 8' 9'-6' 9'-6" 8' 10' 1 12' I 20 2000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 2000 6'-6" 6'-6' 6'-6" 8' 10' 12' 8' i 10' 12' 20 3000 8' 10, 110' 8' 10' 12' 8' 10' 17 20 3000 8' 9'-6" 9'-6" 8' 10' I 12' 8' 10' 12' I 1 20 4000 8' 10' 12' 8' 10' 17 8' 10' 12' 20 4D00 8' 10' 12' 8' 10' i 12' 8' 10' 12' I 1 FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES,USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. NST No. 11481 -�' PROF Slot r FAR\S Single Section Installation Manual for WZ-1 'V 27'FLEE7MV000. Page 20 CapyryM 020M by FieervgoE Enbrorou irc MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPAUINU 13 WIDE - SINGLE SECTION •0 0 0 0 0 0 0 0 0, 0 0, 0 0 0; These tables determine the footing pad configuration and r-'---�-- r- i- '- - ' footing spacing along the main beams and perimeter of the section(s). -' '- -~ ! Refer to pages 13 and 14 for footing g�o 'o o 'o o ' o o ' o a' o�- o o: Rf P 9 g pad configuration SP�G details. :MES' SEE1.9E Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. O PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. ` MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING 8" X 16" X 4"CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) CONFIGURATION AND SPACING n H Dbl.Pad Footing Triple Pad Footing Two Dbl Pad Ftng w Main Beam Size Main Beam Size Main Beam Size 6 v D FOOTING CONFIGURATION 5 n i m rn 8' 10' t2' 8' 10' 12" 8' 10' 12' >` n y 16'X 16' 8'X 16" rn 1000 6' 6' 6' 8• 9' 9' 81 1 10' ! 12' J n Concrete Concrete 2 x 12 x 24"' $ 1500 8' 9' 9' 8' 10' 12' 8' 1 10' 12' g M o Pad Pad Wood Pad I ¢ I cn 2000 8' 10' 12' 8' 10' ' 12' 8' t 0' 12' 20 1000 SINGLE DOUBLE SINGLE 16'-0' 3000 8' 10' 12' B' 10' 12' 8' 10' 12' 1000 DOUBLE TRIPLE DOUBLE 4000 8' 10' 12• 8' 10' i 12' 8' 110' 12• , 20 1500 SINGLE DOUBLE SINGLE 2000 to 16" X 16" X 4" CONCRETE FOOTINGS 4. SINGLE DOUBLE SINGLE MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1000 DOUBLE TRIPLE DOUBLE a y Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. 30 15DO SINGLE DOUBLE-7 SINGLE 8.-0. n 2000 to _ Main Beam Size Main Beam Size Main Beam Size 4000 SINGLE DOUBLE SINGLE ! r° g 10' 12' 1 8" 10' 112" B' 10" 112' 1000 DOUBLE N/A DOUBLE 1000 6' , 6' 6' 8' 10' 12' 8• 1 10' 12' 40 1500 DOUBLE TRIPLE DOUBLE 8'-0' 1500 8' 9' 9' ! 8' 10' 12' 8' 10' 12' 2000 to SINGLE DOUBLE I SINGLE 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 3000 8'_1 10 12' 8' 10' 12' 8' 10' ! 12' PROCEDURE: 4000 8' 1 10' 12' 8 10' 12' 8' 10' 1 12' 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 2 X 12 X 24"WOOD FOOTINGS 3. Follow that line across the table to determine the type .3 MAXIMUM MAIN BEAM FOOTING SPACING(In Feel) of footing configuration and spacing. n Sgl.Pad Footing Dbl.Pad Footing Triple Pad Ftng. 4. Footing placement to start at no more than one foot o Main Beam Size Main Beam Size Main Beam Size (1'-0"to edge of pier)from each corner of the home. rn 8' 10' 12' 8" 10' 12' B' 10' 12• 1000 6' 6' 6' 8' 10' ' 12' 8' i 10' t 2' 5. The spacing for any footing may exceed the spacing 1500 8' 9'-6' 9'S 8' 10' 112' 8' 10' i 12' shown up to 10%as long as the average spacing 2000 8' 10' 12' 8' 10' 12' 8' i 10' ! 12 does not exceed the spacing shown. 3000 8' 10' 12' 8' 10' 12' 8' ! 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' RG� PNo. 11481° -i' PROFFSSI01 - i C F'�cl N E�•� FAR\5 Single Section Installation Manual for WZ-1 'c FLEE7Ki0 Q. Page 21 Copyngnr L 2004 by Fle wwd E.nrerpr im y , MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 14 WIDE - SINGLE SECTION +-;---•--- --•--=--+--:--.-- .---F- 8" X 16" X 4" CONCRETE FOOTINGS ` Roof SPACING(In Feet) MAXIMUM MAIN BEAM FOOTING SPA 'f-'---•" - ---;--- -- ""�'-";-- "";""" --"" D Dbl.Pad Footing Triple Pad Footing Two Dbl Pad F �T Live a c 9 P 9 tn9 S,Ri Load c i a Main Beam Size Main Beam Size Main Beam Size SEE*A&f (Psi o rn 8" 10" 12" 8" 110' ! 12" 8" 10' 12" ■ MAIN BEAM FOOTINGS I 20 1000 3' T 3' 4'-6'.4'-6" 4'-6' 6'-6" 6'-6"'6'-6" 20 1500 4'-6" 4'-6' 4'-6' 6'-6' 6'-6- 6'-6- 8' 9'-6'1 9'-6- i These tables determine the footing pad configuration and 20 2000 6' 6' 6' 8' 9' 9' 8' 10' 12' footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 8' 9' 9' 8' 10' j 12' 8' 10' 1 12' Review the table that indicates the footing type you are going to use. 20 4000 8' 10' 12' 8' 1 10' 12' 8' i 10' 1 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING(In Feel) y MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof Roof u Live m y Sgl.Pad Footng Dbl.Pad Footing Triple Pad Footing Live N Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Frog. Load U a Main Beam Size Main Beam Size Main Beam Size Load U a Main Beam Size Main Beam Size Main Beam Size 1 (PSO U) 8" 10" 12" 8' 10- 1 12" 8" 10" 12- (Psf) in 8" 10" 12" 8" 10" 1 12' 8" 10' 12' 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6' 8' i 9'-6' 9'-6- 20 1000 3' 3' 3' 6' 6' 6' 8' 10' 17 I 20 1500 4'-6" 4'-6" 4'-6" 8' 9'-6':9'-6" 8' 10' 12' 20 1500 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' I I 20 2000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 2000 6' 6' 6' 8' I 10' i 12' 8' ' 10' I 17 '1 20 3000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 9' 9 8' 10' 12' 8' 10' 17 i 20 4000 8' 10' 12 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 12' 8' 10' 17 y Y FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES,USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. t�ORGi ,,AA TE V"FN.. 11491° -j- PROF Slot 'C F1'Gl N EE� ' Fq RCS Single Section Installation Manual for WZ-I Page 22 �`FL-EE7N40101� C"rgM O 2004 by FleM—d EMrj—Im L MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 14 WIDE - SINGLE SECTION ;o ,0 0 ,❑ 0 , o 0 0 0, 0 0, 0 0 0• These tables determine the footing pad configuration and '---a--"---~--'--'- "---� "'' footing spacing along the main beams and perimeter of the section(s). -"-- '-- ' r--'--- -- --~ - - - Refer to pages 13 and 14 for footing ad configuration •o '0 0 'o o ' o 0 0 0' 00�� o o, p g g p g slm—. details. SfE t�OIF Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. ❑ PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING 8" X 16" X 4"CONCRETE FOOTINGS a MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) PERIMETER FOOTING CONFIGURATION AND SPACING °a N Dbl.Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U a Main Beam Size Main Beam Size Main Beam Size a FOOTING CONFIGURATION — 0 A 8' 10" 12' 8' 10" 12' 8' 10" 12" 0 J N U i C m C a 16'X 16' 8'X 16" rn 1000 5'6" 5'�" 5'6" 8' 8'6" 8'6' 8' 10' 11' J 9 n Concrete Concrete 2 x 12 x 24'I $ 1500 8' 8'6' 8'6" 8' 10' 12' 8' 10' 12' Pad Pad Wood Pad I 2000 8' 10' 11' I 8' 10' 12" 8' 10' 12' En 20 1000 SINGLE DOUBLE ! SINGLE 6'-0- 3000 8' 10' 12' 8' 10' 12. 8' 10' 1 12' 1000 DOUBLE TRIPLE DOUBLE 4000 8' 10' 12' 8' 10' 1 12' 8' 10' 12' 20 1500 SINGLE DOUBLE SINGLE 8'-0" 16" X 16" X 4" CONCRETE FOOTINGS 240 0 SINGLE DOUBLE SINGLE D MAXIMUM MAIN BEAM FOOTING SPACING(In Feel) 1000 DOUBLE TRIPLE DOUBLE a c Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng 30 1500 SINGLE DOUBLE SINGLE 8'-0" U n Main Beam Size Main Beam Size Main Beam Size 2000 to SINGLE DOUBLE SINGLE I 4000 8' 10" 12" 8" 110' 12" 8" 10' 12" 1000 DOUBLE N/A DOUBLE 1000 5'-6' 5'-6"1 5%6" B' 10' 11' 8' 10' 12' 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 1500 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 200010 4000 SINGLE DOUBLE SINGLE i 2000 8' 10' 11' 8' 10' 12' 8' 10' 12' 30 00 8' 10' 1 12' 8- 10' i 12' 8' 10' 12' PROCEDURE: 4000 8' 10' 12' 1 8' 10' 12' 1 8' 10' 12' 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 3. Follow that line across the table to determine the type of footing configuration and spacing. q cn Sgl.Pad Footing Dbl.Pad Footing Triple Pad Ring. 4. Footing placement to start at no more than one foot U— Main Beam Size Main Beam S,ze Main Beam Size o (1'-0"to edge of pier)from each corner of the home. 6" 10 12 6 10 12' 8 10" 12 1000 6' 6' 6' 8' 10 12' 8' 10' 12' 5. The spacing for any footing may exceed the spacing 1500 a' 9 9' 8' 10' 12' 8' 10' 12' shown up to 10%as long as the average spacing 2000 6' 1D' 12' 8' 10' 12' 1 8' 10' 1z does not exceed the spacing shown. 3000 6' 10' 1 12' 8' 10' 12' 1 8' 10' 12' 4000 8' 10' 12' 8- 10' 12' 1 8' 10' 12' lORG STFRF/ QNo. 1491° FRO slol' EE~.r� FA RCS Single Section Installation Manual for WZ-1 N427FLEEM000. Page 23 C�pyrg�t 0200/Cy FleMvooa Erierp—in< MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 15/16 WIDE - SINGLE SECTION t--;--i ------r--:--i-- -- -+: 8" X 16" X 4" CONCRETE FOOTINGS I r IN A S ) Roof 0 MAXIMUM MA BEAM FOOTING SPACING(In Feet _-_,__r__--_- ------r -- _-._-- ----� m Dbl.Pad Footin Triple Pad Footing Two Pad Ftn t � I T Live a— 9 P 9 9 Load U° Main Beam Size Main Beam Size Main Beam Size .•.nEs SEE`ABLE (psf) '0 rn 8" 1 10" 12- 8" 10" 12" 8' 10' 12' ■ MAIN BEAM FOOTINGS 20 1000 2'-6" 2'-6" 2'-6" 4' 4' 4' 5-6" 5'-6" 5'-6" 20 1500 4' 4' 4' 6' 6' ' 6' 8' 8' 8' These tables determine the footing pad configuration and 20 2000 5'-6" 5'-6" 5'-6' 8' 8' 8' 8' 10' 11' footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 8' 8' 8' 8' 10' 12' 8' I 10' 12' Review the table that indicates the footing type you are going to use. 20 4000 8' 10. 10'-6" 8' 10, 112' 8' 10' 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS Roof MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof U MAXIMUM MAIN BEAM FOOTING SPACING(in Feet) Live M c Sgl.Pad Footing Dbl.Pad Footing Triple Pad Footing Live n m Sgl-Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. Load U a Main Beam Size Main Beam Size Main Beam Size Load U Main Beam Size Main Beam Size Main Beam Size s s (P m 8" 10" 1 12" 8" 10" 12" 8" ' 10" 12" (P in 8" 10- 12" 8' 10" 12" 8" 10' 12' i 20 1000 3' 3' 3' 5'-6" 5'-6" 5'-6" 8' 1 8'-6"18'-6" 20 1000 2'-6" 2'-6" 2'-6" 5'-6" 5'-6" 5'-6" 8' 10, 11' �{ 1 20 1500 4' 4' 1 4' 8' 8'-6" 8'-6" 8' 10' 12' 20 1500 4' 4' 4' 8' 8' 8' 8' 10' 12' i 4 i I ' 20 2000 5'-6" 5'-6" 5'-6" 8' ; 10' 11'-6" 8' 10' 12' 20 2000 5'-6" 5'-6" 5'-6" 8' 10' 1 11' 8' 10' 12' i I i � 20 3000 8' 8'-6" 8'-6" 8' 10, 12' 8' 110' 12' 20 3000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 11' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 10'-6" 8' 10, 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. R v "IN..1148)° )' PROFf$Si01 i 'C1�'1'GINEEh�. AR Single Section Installation Manual for WZ-1 '��FLEETiWIOIOID, Page 24 CcpyrgM 0 2004 by Fleenwptl EMerp¢es Int. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING ' 15116 WIDE - SINGLE SECTION ;o 0 0 0 0 0 0 0 0, o q ❑ o ❑; These tables determine the footing pad configuration and r-,-- ra--- --r--.--� --r--•--+-- r---_+ footing spacing along the main beams and perimeterof the section(s). pages!a 0 `0 '0' 0 0 0 o o o�- `-� Refer to13 and 14 for footing p g ad configuration o ' ' ' d � ❑ al SP. details. AWES SEE�•EtF Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. O PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. y MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING 8" X 16" X 4"CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) PERIMETER FOOTING CONFIGURATION AND SPACING n H Dbl.Pad Footing Triple Pad Footing Two Dbl Pad Ftng. O n Main Beam Size I Main Beam Size Main Beam Size a D FOOTING CONFIGURATION 0 1 o c m rn 8' 10" 12" 8" 10' 12' B' 10- 12- � m i m n a c 1000 5' 1 5' 5' T-6' 7'6"1 7'.6' B' 1 10' 10' > m 16"X 16' 8'X 16' > 2 x 12 x 24- g m Concrete Concrete LL 1500 7'-6'1 7'.6-1 7'-0' 8' 10' 11' 8' 10' 12' _o Wood Pad u Pad Pad 2000 8' 10' 10' 8' 10' 12' B' 10' j 12, 20 1000 SINGLE DOUBLE I SINGLE f 6'-0' 3000 8' t0' 12' 8' 10' 12' 8' 110' 12' 1000 DOUBLE TRIPLE DOUBLE 14000 8' 1 10' 12' 1 8' 1 10' 12' 1 8' 1 10' 1 12' I 20 1 1500 SINGLE DOUBLE SINGLE 8'-0" 16" X 16" X 4" CONCRETE FOOTINGS 24000 0�00 to SINGLE DOUBLE SINGLE 1. MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1000 DOUBLE TRIPLE DOUBLE a c Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. 30 t500 SINGLE DOUBLE . SINGLE U Main Beam Size Main Beam Size Main Beam Size 2000 to SINGLE DOUBLE SINGLE 4000 rn 8" 10" 12" 8" 10" 12" 8' 10' 12' 1000 DOUBLE NIA DOUBLE 1000 5' 1 5' 5' 8' 10, 10' 8' 10' 12' 40 1500 DOUBLE TRIPLE DOUBLE 8•-0- 1500 T-6" 7'-6' 7'-6' 8' 1 10' 12' 8' 10' 12' 2000 to SINGLE DOUBLE SINGLE 2000 8' 10, 10' 1 8' 1 10' 12. 8' 1 10' 12' 4000 3000 8' 10, 12' 8' 12 10' ' 8' 10' 12' PROCEDURE: a0oo 8' 10' 12' 8' 1 10' j 12' 1 a' . 10 17 1. Determine the design roof live load of the home. 2 X 12 X 24"WOOD FOOTINGS 2. Determine the soil bearing capacity. T MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 3. Follow that line across the table to determine the type o.p Sgl.Pad Footing ON.Pad Fooling Triple Pad Ftng_ of footing configuration and spacing. M a 4. Footing placement to start at no more than one foot .o Main Beam Size Main Beam Size Main Beam Sze (1'-0"to edge of pier)from each corner of the home. v' B. to" 12" a' te" 112- a" 10' 12" 1000 5' 5' 5' 1 B' 10' 10' B' 10' 17 5. The spacing for any footing may exceed the spacing 1500 7'-6- T-6-17'-6-1 a' 10' 1 12' s' 10' 12' shown up to 10%as long as the average spacing 2000 8' 1 10' 110'-6"1 a' 10' 1 12' a' 10' 12' does not exceed the spacing shown. 3000 8' 10, 12' 8' 10' 1z' a' 10' 12' 4000 8' 10. 12' 1 8' 10' 12' 1 8' 10' 12' �ORG TE / eNo noel° -i' FIZOFf$S101 r 'C1`c'�GlNEEn'C' Single Section Installation Manual for WZ-1 � -FLEETLy00Q.. Page 25 Cnpyrgni 02004 by Fkerwoa Ente�in< MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 18 WIDE - SINGLE SECTION 8" X 16" X 4" CONCRETE FOOTINGS - MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof • - `--;--- --i -F --� ' Live 6a N Dbl.Pad Footing ;Main e Pad Footing Two Obl Pad Ftng. r-5--5—t Load U a Main Beam Size Beam Size Main Beam Size E_'—E (p$f) .On 8" 10" 12" 10" 12' 8" 10" 12'■ MAIN BEAM FOOTINGS20 1000 2'-6" 2'-6" 2'-6- 1 3'-6" 3'-6" 5' 5' 5' 20 1500 3'-6' T-6' 3'-6" 5'-6" 5-6" 5'-6' T-6" T-6" T-6" These tables determine the footing pad configuration and 20 2000 5' 5' 5' T-6" T-6"1 7'-6" 8' 10, 10, footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. 20 3000 7'-6' T-6" 7'-6" 8' 10' 111'-6" 8' 10' 12' I Review the table that indicates the footing type you are going to use. 20 4000 8' 10, 10, 8' 10' 12' 8' 10' 12' Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS 16" X 16" X 4" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) Roof .6 Roof Live a c Sgl.Pad Footing Dbl.Pad Footing Triple Pad Footing Live m c Sgl.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. Load U a Main Beam Size Main Beam Size Main Beam Size Load U a Main Beam Size Main Beam Size Main Beam Size (Psn rn 8" 10" 12" 8" 10" 12' 8" 10" 112" (Psi M 8" 10- 12" 8" 10- 12 t 10" 1 12" 20 1000 2'-6" 2'-6' 2'-6" 5' 5' 5 8' ! 8' 8' 20 1000 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 1 10, 10, i 20 1500 4' 4' I 4' 8' 8' ; 8' 8' 10, 12' 20 1500 S-6" 3'-6" T-6" 7'-6" T-6" T-6' 8- 1 10' 12' i 20 2000 5' I 5' 5' 8' ' 10' :10'-6- 8' 10' 12' 20 2000 5- 5' 5' 8' 10' 10' 8' 10' 12' i 20 3000 8' 8' 8' 8' 10, I 12' 8' 10' 12' 20 3000 T-6" 7'-6" 7'-6" 8' 10' 12' 8' 10' 12' 20 4000 8' i 10' I10'-6" 8' 10' 12' 8' 10' 12' 20 4000 8" 1 10' 10' B' I 10' ' 12' 8' 10' 12' I I � FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. v N. 11481 PROF Slot C F'1'LINEE�.2. FA RCS Single Section Installation Manual for WZ-1 'c FLEEILfRAO1D Page 26 C�oyngnt C 2004 by Fleetwood Ente -Inc u MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING y 18 WIDE - SINGLE SECTION ;a ❑ a ❑ a , o ❑, ❑ ❑, ❑ Cl, ❑ ❑ o; These tables determine the footing pad configuration and f-'-- '---'--r--'--'-- t-- i--"---t--"'+� footing spacing along the main beams and perimeter of the section(s). --- "�--' ' -"~----- - -" - Refer to pages 13 and 14 for footing pad configuration •❑ '❑ a o o ' ❑ o' o a' ❑ d � o o. details. C' SEE I.M Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. ■ MAIN BEAM FOOTINGS Refer to page 17 for the procedure on using the tables. ❑ PERIMETER FOOTINGS Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING t AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) ' PERIMETER FOOTING c ft,c Dbl.Pad Fooling Triple Pad Footing Two Dbl Pad Fing. CONFIGURATION AND SPACING Main Beam Size Main Beam Sae Main Beam Size Y' Z FOOTING CONFIGURATION o v cn 8' 10' 12" 8' ! 10' 12" 8' 10' 12' I J N N ch z n n m 16'X 16' B'X 16' o 1000 4'-0' 4'6' 4'-0' 6'�i" 6'$" 6'-0' 8' j 9' 1 9' ' — a Concrete Concrete 2 x 12 x 24'� °.� 1500 6'f'16'-6' 6'�i" 8' 10' 10' 8' 10' ! 12' o Wood Pad C y Pad Pad cn 2000 8' 9' 9' 8' 10' 12' 8' 10' 12' ° 20 1000 SINGLE DOUBLE SINGLE j 6'-0' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 1000 DOUBLE TRIPLE DOUBLE 4000 8' 10' 12' 8' 10' 1 12' 8' 10' 12' , 20 1500 SINGLE DOUBLE SINGLE : 8'-0' 2000 to SINGLE DOUBLE SINGLE 16" X 16" X 4" CONCRETE FOOTINGS 4000 MAXIMUM MAIN BEAM FOOTING SPACING(In Feet) 1000 DOUBLE TRIPLE j DOUBLE ! 2.c Sgt.Pad Footing Dbl.Pad Footing Two Dbl Pad Ftng. 30 1500 SINGLE DOUBLE I SINGLE 3 . . Main Beam Size Main Beam Size Main Beam Size 2000 to _n SINGLE DOUBLE SINGLE f' 4 r 4000 8' 10' 12" 8' 10" 12' 8' 10' 12' E' 1000 DOUBLE NIA DOUBLE 1000 4'6' 4'-6- 4'-6- B' 9' 9' 8' 10' 12' 40 1500 DOUBLE TRIPLE ! DOUBLE 8.-0' 1500 6'-6"1 6'-6' 6'-6" 8' 10' 12' B' 1 10' ! 12' ` i 4010 SINGLE DOUBLE SINGLE 2000 8' 9' 1 9' 8' 10- ! 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' PROCEDURE: 4000 8' 10' 12' 8' 10' 12' 8- 110' 12- 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 2 X 12 X 24"WOOD FOOTINGS 3. Follow that line across the table to determine the type Zl MAXIMUM MAIN BEAM FOOTING SPACING(In Feel) of footing configuration and spacing. a Sgl.Pad Footing Dbl.Pad Footing Triple Pad Fing. 4. Footing placement to start at no more than one foot o Main Beam Size Main Beam Size Main Beam Size (1'-0'to edge of pier)from each comer of the home. rn 8" ! 10' 12' 8' 10' 12" 8' 10' 12' 1000 4'-0'14'-0" 4'-6" 8' 9'-6' 9'-0" 8- 10' 12' 5. The spacing for any footing may exceed the spacing E41 7' T T 8' 10' 12' 8' 10' 12' shown up to 10%as long as the average spacing 8' 9'-6'1 9'-0'1 8' 1 10' 12- B' 10' 12' does not exceed the spacing shown. 8' ; 10- j 12' 8' 10' 12' 8' 10' 12' I` 8- 10' 1 12' 1 8' 10' 12' 1 8- 10- 12' f` PNo. 114810 -1 -{' FROF Slot i l Single Section Installation Manual for WZ-1 "07r FLEE VV00 .. Page 27 copyrgrn G 2004 M Freeiwoa Emery—me �4 R G� MAIN BEAM FOOTING SPACING USING PRE-POURED Q`��`57FQFo� (UNREINFORCED) CONCRETE FOOTINGS No I-V`a° s°' SINGLE SECTION - 20 PSF ROOF C'1 A F4' R, •r These tables determine the footing spacing along the main beams of the section. FA RCS 12/13 WIDE 14 WIDE 15/16/18 WIDE PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 20"X 20'X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS 2, MAXIMUM MAIN BEAM y, MAXIMUM MAIN 13EAM >, MAXIMUM MAIN BEAM .o E5= FOOTING SPACING(In Feet) .o 3 a FOOTING SPACING(In Feet) .c 5 H FOOTING SPACING(11 Feet) (n a Main Beam Size to a a Main Beam Size t/1 a MainBeam Sae U 8 10- 12" U 8' 10" 12" U 8' 10" 12' 1000 4'-6" 4'-6" 4'-6' 1000 4'-6" 4'-6" 4'-6' 1000 4'-0- 4'-0- 4'-0' 1500 7'-0" 7'-0' 7'-0' 1500 6-6" 6'-6" 6'-6' 1500 5'-6" 2000 6'-0" 9'-6- 9'-6' 2000 8'-0' 9'-0' 9'-0' 2000 T-6" T-6" T-6' 3000 8'-0" 10'-0' 12'-0' 30 00 8'-0' 10'-0" 12'-0' 3000 8'-0- M-10" 4000 8'0 10'-0' 4000 8'-0" 10'-0' 12'-0" 4000 8'-0' 10'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 24"X 24"X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM .o N FOOTING SPACING(In Feet) b �m FOOTING SPACING(In Feet) .o-6 a FOOTING SPACING(In Feet) (n a Main Beam Sae (n m a MainBeam Sae (n m Main Beam Sae U 8' 110. 12" U 8' 10" 12' U 8" 10" 12" 1000 T-0" T-O" T-O" 1000 6'-6' 6'-6" 6-6" 1000 5'-0" 5-6' 5'-6- 1500 8'-0" 10A, 101-T 1500 8'-0' 10'-0" 10'-0" 1500 8'-0' 8'-0' 8'-0' 2000 8'-0" 10'-0" 12'-0" 2000 8'-0' 10'-0' 12'-0' 2000 8'-0' 10'-0' 12'-0" 3000 B'-0" 10'-0" 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0- 10'-0' 12'-0' 4000 8%0' 10'-0' 12'-0" 4000 8'-0' 10'-0" 12'-0" 4000 8'-0- 10'-0' 12%0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM .S m c FOOTING SPACING(In Feet) .o V C FOOTING SPACING(In Feet) .off FOOTING SPACING(In Feel) (na a Man Beam Sae (n n Mail Beam Sae a Man Beam Sae U 8" 10' 12" U 8' 10" 12" U 8" 10' 12" 1000 8'-0" T-6" 9'-6' 1000 8'-0' 1 9'-0- 9'-0" 1000 7'-6" T-6' 7'-6" 1500 8'-0' 10'-0" 12'-0" 1500 8'-0" 10'-0' 12'-0' 1500 8'-0" 10'-0' 11'-0' 2000 8'-0" 10'-0" 12'-0" 2000 8'-0- 10'-0" 12'-0' 2000 8'-0" 10'-0' 12%0" 3000 8'-0" 10'4" 12'-0- 3000 8'-0' 10'-0" 12'-0' 3000 B'-0' 10'-0- 12'-0- 4000 1 8'-0- 1OA" 12'-0" 1 4000 8'-0' 10'-0' 12'-0' 4000 8'-0- 10'-0" 12'-0" PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 32"X 32"X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS 2, MAXIMUM MAIN BEAM 2., MAXIMUM MAIN BEAM 1 MAXIMUM MAIN BEAM c- FOOTING SPACING(In Feet) .a'5 m FOOTING SPACING(In Feel) .o Z N FOOTING SPACING(In Feet) C IC(n Main Beam Size In m a Man Beam Sae U) m a Main Beam Sae U 8" 1 10" 12" U 8' 1 10" 12" d U 8' 10- 12' 1000 8'-0" 10'-0' 12'-0' 1000 B'-0' 10'-0" 10'-6- 1000 8'-0" 9'-6" 9'-6' 1500 8'-o- 10'-0" 12'-0" 1500 8'-0' 10'-0" 12'-0' 1500 8'-T 10'-0' 12'-0' 2000 8'-0- 10'-0- 12'-0" 2000 81-0" 10'-0' 12'-0' 2000 8'-0" 10'-0' 12'-0' 3000 8'-0" 10%0' 12'-0' 3000 8'-0- 10'-0' 12'-0" 3000 8'-0' 10'-0' 12'-0' 4000 8'-0" 10'-0" 12'-0' F 4-000 8'-0' 10'-0" 12'-0- 4000 8'-0- 10'-0" 12'-0- PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 36"X 36"X B"CONCRETE FOOTINGS 36"X 36"X 8"CONCRETE FOOTINGS 36"X 36"X 8"CONCRETE FOOTINGS :1 MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM �, MAXIMUM MAIN BEAM o 5 FOOTING SPACING(In Feet) S @ m FOOTING SPACING(In Feet) o N FOOTING SPACING(In Feet) in a Main Beam Sae (n a a Main Beam Sae (n m s Man Beam Sae U 8" 10- 12" U 8' 10" 12" U 8" 10, 12' 1000 8'-0' 10'-0' 12'-0" 1000 8'-0' 10'-0' 12'-0' 1000 8'-0" 10'-0' 12'-0- 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0' 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0' 2000 8'-0' 10'-0' 12'-(r 2000 8'-0- 10'-0" 12'-0' 3 000 8'-0" 10'4" 12'-0" 3000 8'-0' 10'-0' 12'-0' 3000 8'-0- 10'-0" 12'-0" 4000 8'-0' 10'-0' 12'-0" 4000 8'-0- 10'-0' 12'-0- 4000 8'-0- 10'-0' 12'-0' Equivalent round pad size: for 20"round pad, use charts for 16"x 16"pads for 24"round pad, use 20"x 20"charts for 28"round pad,use 24"x 24"charts for 32"round pad,use 28"x 28"charts for 36"round pad,use 32"x 32"charts Single Section Installation Manual for WZ-1 � Page 28 c— F,LEE71V000. Copynpni 02004 by Ren.00a Erynr im �O R rid MAIN BEAM FOOTING SPACING USING PRE-POURED _ ,A TFgFo•9 (UNREINFORCED) CONCRETE FOOTINGS t Na 114Q1 -i' PROF Slot SINGLE SECTION - 30 PSF ROOF 'C'Fticr NEED`.Z. FA R\Lj These tables determine the footing spacing along the main beams of the section. 12/13 WIDE 14 WIDE 15/16/18 WIDE PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 20"X 20"X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS MAXIMUM MAIN BEAM �, MAXIMUM MAIN BEAM �, MAXIMUM MAIN BEAM .3 m� FOOTING SPACING(In Feel) .o.�N FOOTING SPACING(In Feet) —.5 c FOOTING SPACING(In Feet) Man Beam Size Ut a a Man Beam Size rn a a tm a m-- m Main Beam Size 8" 10" 12' U 8' 10" 12" U 8" 10' 12' 1000 4'-0' 4'-0" 4'-0' 1000 4'-0' 4'-0' 4'-0' 1000 T-O T-0• 3'-0" 15D0 6'-0' 6'-0" 6'-0' 1500 6'-0' 6'-0" 6'-0' 1500 5'-0' 5'-0' 5'-0' 2000 B'-0' 8'-6' 8'6' 2000 8'-0' 8'-0" 8'-0' 2000 6'-6" 6'-6' 6'-6' 3000 8'-0' 10%0" 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0- 101-0" t0'-0' 4000 81-0' 1014r 12'-0' 4000 8'-0' 10'-0' 12'-0' 4000 1 8'-0' 1 10'-0" 10'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 24"X 24'X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS - MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM 2" MAXIMUM MAIN BEAM .b a FOOTING SPACING(In Feet) .o ff w FOOTING SPACING(In Feet) 6 c FOOTING SPACING(In Feet) n Man Beam Size aMain Beam Size mn Main Beam Size U 8' 1 10' 12" U B' 10" 12" U 8' 10' 12" 1000 6'-0' 6'-0' 1000 5'-6" 5'-6" 5'-6' 1000 4'-6" 4'-6" 4'-6"15002-dolE ' 9'-0" 1500 8'-0" 8'-6' 8'-6' 1500 7%0" 7'O" 7'0' 2 " 12'-0' 2000 8'4r 10'-0" 11'-6' 2000 8'-0" 9'-6' 9'-6' 3000 ' 12'-0' 3000 8'-0" 10'-0' 12'-0" 3D00 8'-0' 10'-0'4000 " 12'-0' 4000 8'-0 10'-0" 12'-0" 4000 8'-0' 10-0 12-0 12'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM �" MAXIMUM MAIN BEAM 2., MAXIMUM MAIN BEAM o m FOOTING SPACING(In Feel) — G c FOOTING SPACING(In Feet) o 3 w FOOTING SPACING(In Feet) U)�a Man Beam Size U a Main Beam Sae rn a Man Beam S¢e 8' 10" 12" U 8' 10' 12' U 8' 10' 12' 1000 8'-0' 8'-0" 8'-0' 1000 7'-6" T-6" 7'6' 1000 6'-6' 6'-6" 6'-6" 1500 8'-0" 10'-0' 12'-0' 1500 8'-0" 10'-0" 11'6' 1500 8'-0" 10'-0" 10'0' 2000 8'-0' 101-0" 12'-0' 2000 8'-0' 10'-0' 12'-0' 2000 8'-0' 10'-0" 12'-0' 3000 8'-0- t0'-0" 12'-0' 3000 8'-0- 10'-0" 1 3000 8'-0- 10'-0' 12'-0" 4000 8'-0" 10'-0' 12'-0' 4000 8'-0' 10'-0' 12'-0" 4000 8'-0- 10'-0' 12'-0- PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 32"X 32'X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS >" MAXIMUM MAIN BEAM �" MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM .o M H FOOTING SPACING(In Feel) .o �w FOOTING SPACING(In Feet) .off N FOOTING SPACING(In Feet) a Man Beam Size to m a Man Beam Sae 0 a Man Beam Size U 8' 10" 12" U 8' 10' 12" U 8" 10" 12' 1000 8%0' 10'-0' 101-6" 1000 8'-0' 10'-0" 10'-0" 1000 8'-0' 8'-6" 8'-6- 1500 8'-0' 10'-0' 12'-0' 1500 8'-0' 10'-0" 12'-0' 1500 8'-0' 10'-0" 12%0' 2000 8'-0' 10'-0' 12'-0' 2000 8'-0- 10'-0" 12'-0' 2000 8'-0• 10'-0' 12'-0' 3000 8'-T 10'-0• 12'-0' 3000 8'-0' 10'-0' 12'-0' 3000 8'-0- 10'-0" 12'-0' 4000 8'-T 10'-0' 12'-0' 4000 8'-0' 10'-0' 12'-0' E 8'-0' 1 10'-0" 12'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 36"X 36"X 8"CONCRETE FOOTINGS 36"X 36"X 8"CONCRETE FOOTINGS 36"X 36"X 8"CONCRETE FOOTINGS - MAXIMUM MAIN BEAM �, MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM .off v, FOOTING SPACING(In Feel) .off H FOOTING SPACING(In Feet) .o 5 FOOTING SPACING(In Feet) En m a Man Beam Size (n m a Man Beam Size N m a Main Beam Size U 8' 10' 12" U 8' 10" 12• U 8' 10' 12" 1000 8'-0. 10'-0' 12'-0" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 11'-0" 1500 8'-0' 10'-0' 12'-0' 1500 8'-0' 10'-0' 12'-0" 1500 8'-0" 10'-0' 12'-0" 2000 8'-0' 10'-0' 12'-0" 2000 81-T 10'-0' 12'-0- 2000 8%0" 10'-0" 12'4r 3000 8'-0' 10'-0" 12'-0" 3000 8'-0" 10'-0' 12'-W 3000 8'-0' 10'-0' 12'-0" 4000 8'-0' 10'-0' 12'-O" 4000 8'-0- 10'-0" 12'-0' 4000 8'-0- 101-0' 12'-0" Equivalent round pad size: 1 for 20"round pad,use charts for 16"x 16"pads for 24"round pad,use 20"x 20"charts for 28"round pad,use 24"x 24"charts for 32"round pad,use 28"x 28"charts for 36"round pad,use 32"x 32"charts Single Section Installation Manual for WZ-1 WV FLEE7 Page 29 N/4101D. + Copyrgnt 02004 by Fleetwood Enterpre:ee Inc • MAIN BEAM FOOTING SPACING USING PRE-POURED ,A 0 1 14911' (UNREINFORCED) CONCRETE FOOTINGS � h1dE1 � -`" PROF Slot SINGLE SECTION - 40 PSF ROOF h •C�FNc,NEE`1• FA R These tables determine the footing spacing along the main beams of the section. 12/13 WIDE 14 WIDE 15/16/18 WIDE PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 20"X 20"X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS 20"X 20"X 6"CONCRETE FOOTINGS 2, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM — a c FOOTING SPACING(In Feet) — u= FOOTING SPACING(In Feet) FOOTING SPACING(In Feel) In a a Man Beam Size U) a a Main Beam Size a a Man Beam Size m U 8" 10" 12" U 8" 10" 12' U 8' 10- 12" 1000 3'-6" 3'-6" 3'-6" 1000 T-0' 3'-0" 3'-0' 1000 3'-0' 3'-0" 3'-0" 1500 5'-6' 5'-6' 5'-6" 1500 5'-0" 5'-0" 5'-0- 1500 4'-6- 4'-6" 4'-6- 2000 T-6' T-6' 7'-6" 2000 6'-6' 6'-6" 6'6' 2000 6'-0' 6'-0" 6'-0- 3000 8'-0" 10'-0' 11'-0" 3000 8'-0" 10'-0' 10'6' 3000 8'-0" 9'-0" 9'-0' 4000 8'-0" 10'-0" 11'T 4000 8'-0- 10'-0' 11'-0' 4()00 8'-0- 9'-0' 9'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 24"X 24"X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS 24"X 24"X 6"CONCRETE FOOTINGS >. MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM r MAXIMUM MAIN BEAM .o ff N FOOTING SPACING(In Feet) .o ff c FOOTING SPACING(In Feet) .o'6 N FOOTING SPACING(in Feet) m a Main Beam Sae (n m a Main Beam Size n Main Beam Size U 8" 10" 12" U 8" 10" 12" U 8' 10' 12' 1000 5'-6" 5'-6' 5'-6' 1000 5'-0" 5'-0" 5'-0" 1000 4'-0' 4'-0" 4'-0" 1500 8'-0' 8%0' 8'-0' 1500 T-6" T-6" T-6" 1500 6'-0' 6'-6' 6'-6' 2000 8'-0' 10'-0" 1l'-0' 2000 B'-0' 10'-0- 10'-0- 2000 8'-0- 8'-6" 8'-6- 3000 8'-0' 10'-0' 12'-0" 3000 1 8'-0- 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0' 4000 8'-0' 10'-0" 12'-0' 4000 T 8'-0- 10'-0" 12'-0" 4000 8'-0' 10'-0' 12'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS 28"X 28"X 8"CONCRETE FOOTINGS 2, MAXIMUM MAIN BEAM r MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM a G m FOOTING SPACING(In Feel) .o @ w FOOTING SPACING(In Feel) .o'�w FOOTING SPACING(In Feet) a Man Beam Size U) a a Man Beam Size (n C a Main Beam Sao U cc 8" 10' 12' U 8' 10" 12" U 8' 10" 12' 1000 T-6" 7'-6" 7'-6" 1000 7'-0" 7'-0" 7'-0" 1000 6'-0" 6'-0' 6'-0" 1500 8'-0" 10'-0' 11'-0" 1500 8'-0' 10'-0" 10'-6" 1500 8'-0" 9'-0' 9'-0' 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0' 10'-0' 12'-0' 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0' 12'-0" 3000 8'-0" 10'-0' 12'-0' 4000 8'-0" 10'-0" 12'-0' 4000 81-0" 10'0" 12'-0' 4000 8'-0" 10'-0' 12'-0' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 32"X 32"X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS 32"X 32"X 8"CONCRETE FOOTINGS MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM :1 MAXIMUM MAIN BEAM .o 6 N FOOTING SPACING(In Feet) .o'G N FOOTING SPACING(In Feet) —'F N FOOTING SPACING(In Feel) N a Main Beam Sae in C n Man Beam Size (n C a Man Beam Size v 8' 10" 12" U B" 1 10" 12" 8 10" 12" 1000 8'-0" 9'-6' 9'-6" 1000 8'-0' 9'-0" 9'-0" 1000 T-6' 7'-6 T-6' 1500 8'-0' 10'-0- 12'-0' 1500 81-0' 10'-0" 12'-0" 1500 8'-0' 10'-0' 111-6' 2000 8'-0' 10'-0' 12'-0" 2000 8'-0' 10'-0" 12'-0' 2000 8'-0" 10'-0" 12'-0" 3000 8'-0- 10'-0' 12'-0' 3000 8'-0' 10'-0- 12'-0' 3 000 8'-0- 10'-0" 12'-0" 4000 8'-0" 10'•0' 12'0" 4000 8'-0" 10'-0' 12'-0' F4000 8'-0" 1014" 12'4' PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED PRE-POURED UNREINFORCED 36"X 36"X 8"CONCRETE FOOTINGS 36'X 36"X 8"CONCRETE FOOTINGS 36"X 36'X 8"CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM MAXIMUM MAIN BEAM �, MAXIMUM MAIN BEAM .o Z a FOOTING SPACING(In Feet) .o'�N FOOTING SPACING(In Feet) .o"�y FOOTING SPACING(In Feet) U) a Man Beam Size (n m a Main Beam Size N M,5 Main Beam Sae U 8" 10" 12" U 8' 10' 12" U B" 10' 12' 1000 81-0- 10%0' 12'-0- 1000 8'-0" 10'-0' 11'6' 1000 8'-0" 10'-0" 9'-6" 1500 81-0" 10'-0" 12'-0" 1500 8'-0' 10'•0" 12'-0' 1500 8'-0" 10'-0" 11'-0' 2000 8'-0" 10'-0" 12'-0" 2000 81-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 11'-6' 3000 8'-0" 10'-0" 12%0' 3000 8'-0' 10'-0" 12'-0" 3000 8'-0' 4000 8'-0' 10'-0' 12'-0' 4000 8'-0' 10'-0' 12'-0" 4000 10'-0' 11'-6' Equivalent round pad size: for 20"round pad, use charts for 16"x 16"pads for 24"round pad, use 20"x 20"charts for 28"round pad,use 24"x 24"charts for 32"round pad,use 28"x 28"charts for 36"round pad,use 32"x 32"charts Single Section Installation Manual for WZ-1 .�-- Page 30 a FLEETWQOID. Copyrytn O 2004 by Fiee—d Enterer Inc - ; - - - - r-.��,a-• .o .�.-c-��:nrr.3mu,.aas�ae�-�er�-a�•,,.a•,..,,�,.�,.ra oSTf G� PORCHES c v� RF eNo.11481� PROFf$slot i G ' Alct NO, f- IR PORCH OPENING(S)MAY BE AT f� VARIOUS LOCATIONS. MAIN SECTION 1 tc T FOOTING AND PIERS UNDER THE MAIN BEAMS PERIMETER FOOTING AND PIER SHOULD OF THE PORCH SHOULD BE THE SAME TYPE, BE LOCATED AT EACH PORCH POST CONFIGURATION,AND SPACING AS LOCATION. SEE PROCEDURE(BELOW) !• DETERMINED FOR THE MAIN BEAMS OF THE TO DETERMINE FOOTING MAIN SECTION(S)OF THE HOME. CONFIGURATION. FRONT VIEW SIDE VIEW CAUTION: AREA UNDER PORCH SHOULD NOT BE GRADED OR ENCLOSED BY A FOUNDATION THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. FOUNDATION OR SKIRTING SHALL FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). PERIMETER FOOTINGS UNDER PORCH POSTS PROCEDURE: NOTES: 1. Determine the design roof live load of the home. 1. Length of porch can be subtracted from length of 2. Determine the soil bearing capacity. main section when determining longitudinal 3. Determine the spacing of the porch posts. tiedown strap requirements. 4. Follow that line across the table to 2. See page 38 to see if longitudinal strap determine the type of footing configuration. requirements apply. PERIMETER FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING- BASED ON PORCH POST SPACING- MAX. 14 WIDE SECTION MAX. 14 WIDE SECTION(cont'd) $N = m FOOTING CONFIGURATIONS� $G FOOTING CONFIGURATIONS cc °= n n>-- nuCi n' rn > M a rn 5 o n a `1 Concrete a Pad Concrete Pad W od Pad o f S n a s 716x te Pad Concrete Pad Wood Pad ¢ N 1000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 20.30 1500 TO SINGLE DOUBLE SINGLE 20 1500 SINGLE DOUBLE SINGLE &40 2000 to 4'-0' 2000[o 4000 SINGLE DOUBLE SINGLE 400t SINGLE DOUBLE SINGLE 1000 SINGLE DOUBLE SINGLE 1000 OVER DOUBLE TRIPLE DOUBLE 6'-0' 20 1500 SINGLE DOUBLE SINGLE 30 1500 TO SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 2000 to 8'-0" SINGLE DOUBLE SINGLE 4000 4000 MAX 1000 OVER DOUBLE TRIPLE SINGLE 1000 DOUBLE N/A DOUBLE 4'-0' 30 1500 TO SINGLE DOUBLE SINGLE 40 1500 DOUBLE TRIPLE DOUBLE 2000 to 6'-0' SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 MAX 4000 1000 DOUBLE TRIPLE DOUBLE 40 1500 SINGLE DOUBLE SINGLE 200to SINGLE DOUBLE SINGLE 4 0D0 Single Section Installation Manual for WZ-1 qwV FLEEMOIOID. Page 31 CopynpM 0 2004 by Fleetwood Entaroraes Inc. DECKS DECK OPENING(S)MAY BE AT VARIOUS LOCATIONS. MAIN SECTION FOOTINGS AND PIERS UNDER THE MAIN BEAMS OF THE FRONT VIEW DECK SHOULD BE THE SAME TYPE,CONFIGURATION AND SIDE VIEW SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S)OF THE HOME. CAUTION: DECK AREA SHOULD NOT BE ENCLOSED BY A FOUNDATION OR SKIRTING THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. (SEE BELOW). FOUNDATION OR SKIRTING SHOULD FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). 1. Length of deck can be subtracted from length of main 3. Decorative skirting or underpinning may be used around section when determining longitudinal tiedown strap the deck area as long as holes or gaps are provided to requirements allow sufficient drainage of rain runoff from under the 2. See page 38 to see if Longitudinal Strap requirements deck. Ground under porch should be graded to prevent apply. water runoff from collecting under rest of the home. T 11481' 2- PRO 'lot i FA R�5 Single Section Installation Manual for WZ-1 FLEETH�i0i0)D. Page 32 Cop/rgM O 2047 by FbMwooC Emerpieee Inc .�.i...-,....�.:.. .��.,...-_-..,-:.._v•._.-.. �17C'+Z"�7� 8' Ti"per �Pr 'T�Y`ilY�*• ��TAARf1PRr1���� CHAPTER 5 INSTALLATION PROCEDURE _ POSITIONING AND LEVELING OF THE SECTION(S) WHEN SITE PREPARTATION IS COMPLETE AND YOU HAVE SELECTED FOOTING AND PIER TYPES,YOU MAY NOW BEGIN INITIAL INSTALLATION OF THE HOME. WARNING: THE HOME'S STRUCTURE WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF THE HOME ACCIDENTALLY SLIPS DURING THE INSTALLATION PROCESS. DURING LEVELING,TAKE CARE TO AVOID STRESSING THE HOME. EXCESSIVE AND/OR NON-UNIFORM JACKING DURING THE LEVELING PROCESS WILL CAUSE THE HOME TO BE RACKED AND TWISTED AND MAY RESULT IN DAMAGE TO THE HOME. MAIN?CZLEARANCE G PLATE MADE FROM 4"X 12"-18"LONG NNEL. (SUGGESTED 4 X 5.4 LBSIFT) WARNING: TO PREVENT THE HOME FROM SLIPPING OFF THE JACK, USE JACKING PLATES OR OTHER EQUIVALENT MEANS WHEN JACKING 2"X 1z•MIN. THE FRAME MAIN BEAM. BE SURE TO ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME MEMBERS. THIS WILL AVOID DAMAGE TO THE BEAM AND PRESERVE THE WARRANTY. PE(WITH 1/8•MAX. SEE DETAIL FOR RECOMMENDED JACKING CE FOR JACKING HEAD) PLATE ASSEMBLY. 1/6• V X V APPROXIMATE DEPTH. MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME MANUFACTURER RAISE TOW BAR LEVELING WITH JACK TOW BAR Using the tow bar jack,raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's,2 x 6's or 2 x 12 cribbing SUPPORT WITH 2 X 4.2 X 6 JACK or attach tow bar to truck/tractor to prevent the section from BLOCKS OR 2 X 12 CRIBBING SUPPORT falling if the jack fails.(Raise higher with hydraulic jack if ACROSS TOW BAR FRAME OR BLOCK additional height is required.) SUPPORT WITH TRUCK[TRACTOR CONNECTED TO TOW BAR JACKING PLATE Place minimum 12 ton rated hydraulic jacks in front of and MAIN BEAM behind the axle assembly under both main beams. Make AXLE ASSEMBLY sure these jacks have jacking plates under the bottom main beam Flanges and have a fine base under the jacks before raising the remainder of the section slightly higher than the intended height of the footings and piers. Operate all jacks simultaneously to prevent excessive stress on the main FIRM BASE beams. NOTE FOR JACK . In order to level the section, it is recommended that a water level method be used to ensure all pier supports are at the same height before lowering the section to its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. Single Section Installation Manual for WZ-1 'c FLEEM4000. Page 33 Capyrgnt 0 2004 W Fleecwooa Enlery,nes Inc. POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) PROCEDURE ON USING A WATER LEVEL 1. Position water container adjacent to the section that permits length of plastic tubing and valve to reach all pier locations. WIRE OR STRAP TO HOLD 2. Lay out plastic tubing,away from traffic areas,checking to make VALVE ABOVE WATER LINE. sure it is not compressed or kinked. Make sure installation WATER VALVE materials are not placed on tubing. LEVEL. 3. Fill container with colored water. WATER WATER 4. Hold the valve below the level of the water container,open the CONTAINER `LINE valve to bleed out any air. Close valve. 1 5. Locate the tubing adjacent to a pier that is set to the desired final MAIN BEAM PIER. -\ height of the home. Position the valve above the pier and open CONCRETE BLOCK hei g SHOWN(TYPICAL) the valve. Move the water container up or down to where the PLASTIC water level in the tubing is at the desired final height of the pier. TUBING Maintain the water container at that position. Close valve. 6. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water in the , tubing. Close the valve. Repeat this step until all piers are at the same level. WATER LEVEL APPLICATION 7. Lower section onto piers. 4 i_=q ;7-1; 4 4 4 0 3 SINGLE-SECTION INTERIOR LEVELING PROCEDURE: 1 Check level of floor from front to rear direction. O Raise section and adjust pier wedges in all areas (With water level) not level or plumb. 2 Check level of floor across the section width. O After leveling is complete check all windows,interior and exterior doors to make sure they operate freely without binding. SHINGLE ROOF PROTECTION CAUTION A PROTECTIVE COVERING MATERIAL(PLYWOOD, POLYETHYLENE,OR SIMILAR MATERIAL)MAY HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF SHOULD BE SEALED WITH A SILICONE OR ASPHALT-BASED SEALANT. IT IS RECOMMENDED THAT THE TOP LAYER OF SHINGLES BE LIFTED AND THE SEALANT APPLIED TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. Single Section Installation Manual for WZ-1 Nv FLEEM000. Page 34 Copyright O 200r by FbetwooE Entetptiea Inc GROUND ANCHORS Ground anchors and tiedown straps, in addition to the piers,are installed to resist lifting,sliding and overturning i forces resulting from high winds. On multi-section homes,sections must be fastened together and level before tiedown straps are installed. WARNING: A SUPPORT SYSTEM MUST BE INSTALLED WITH TIEDOWNS TO MEET FEDERAL INSTALLATION GUIDELINES. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES,WATER LINES OR SEWER ! PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND UTILITIES,ESPECIALLY j ELECTRICAL CABLES,MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: THE TYPE OF GROUND ANCHORS SHOWN ARE TYPICAL. OTHER TYPES OF ANCHORS MAY BE USED PROVIDED THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MEET THE SPECIFICATIONS AS OUTLINED ON PAGE 5. GROUND ANCHOR INSTALLATION Proprietary Foundation Systems a) Install end of anchors below the frost line. Any commercial,proprietary foundation system may b) Install end of anchors 12 inches above the water table. be used for support of the home for gravity and/or wind loads as long as it complies with all of the c) Install anchors to their full depth. following: d) Install stabilizer plates to provide added resistance to • Listed by a nationally recognized third-party anchor head movement. The use of stabilizer plates are required when anchor straps are loaded in any • Evaluated and approved by a professional direction other than vertically. Consult anchor engineer(any state) manufacturer's installation instructions for additional • Installed in complete accordance with the guidance. foundation manufacturer's instructions e) Install ground anchors according to the manufacturer's instructions. R Ph'o.11481� r -i- PROF SION EE?N. 2"-3" FA R�`' PQ 1� 5 1. Install anchor at a slight back-angle away from O��Q� INITIAL GROUND �� 0 home to a depth of approximately 18 inches. ANCHOR POSITION G Pam? 2. Postion stabilizer plate vertically approximately 2"to 3" O�p� � GROUND ANCHOR from anchor shaft. POSITION AFTER TIGHTENING STRAP 3. Drive stabilizer plate into the ground until it is at or 0 slightly below ground level. o GROUND ANCHOR 4. Continue to screw anchor into ground until head is STABILIZER PLATE(NOTE d) level with top of stabilizer plate. 5. After anchor strap is installed in anchor head,tighten strap until head has moved flush with the stabilizer plate. GROUND ANCHOR MAY BE INSTALLED VERTICALLY WITHOUT STABILIZER PLATE AT LABELED G-STRAPS ALONG MATING WALL OR SIDEWALL. Single Section Installation Manual for WZ-1 'Wc FLEEM000. Page 35 Copyright 0 2004 M Flaelrootl Enterd¢as Inc TIEDOWN STRAP SPACING MAXIMUM TIEDOWN STRAP SPACING SINGLE-SECTION WZ I Height from Nominal ground to Near Second Floor Beam Beam bottom of main Width(ft.) beam(inches) Method Method 12 8"to 18' 12'-0" — 19"to 80' NIA 11'-8" 13 8"to 18' 12'-0" — 19"to 24' 9'-0' — 25'to BO" N/A 111-8' 14 8'to 18" 14'-0" 19'to 36' 10'-6" — 37'to 80" N/A 11'-B' 16 8'to 18' 13'-0' — 19"to 36" 10•-8' — 37'to 48' 9'.6" — 49"to 80" NIA 11'-8" 18 8"to 16' 13'-0' — 19"to 32' 9%6' — 33'to 80' NIA 11'-8" By following the methods in the charts above the strap angle for the near beam method will not exceed 55 degrees from the horizontal. PROCEDURE: 1. Over the length of the home,find the furthest distance 6. Approximately half of the length of the home may be at the bottom of the main beam is from the ground. one anchor spacing and the other half may be at a 2. Measure that distance and locate that height in the different anchor spacing,based on the highest ground table. Do not measure at limited localized to main beam distance in each portion. depressions under the home. 7. Heights are measured from ground to bottom of main 3. Follow that line across to the appropriate wind beam but anchor strap must connect to the top of main zone to determine the strap spacing. beam. 4. The initial strap location from front or rear of home The strap spacings shown a I to homes with may be no more than two feet(2'-0")maximum. 8• papply y maximum 90 in. high sidewalls and maximum 4:12 roof 5. The spacing for any strap may exceed the spacing slopes. See supplemental information if these values shown up to 10%as long as the average spacing are exceeded. does not exceed the spacing shown. f v�No. 11481.0 ;- PROF slot k L r 'C1`c4'GfNEE�� i r Single Section Installation Manual for WZ-1 WV FLEETW000. 1 Page 36 • Copyrghi a 2004 by Fleetwood Emepraes Inc TIEDOWN STRAPS TIEDOWN STRAPS (TYPICAL) i i STRAP TO FAR BEAM SECOND BEAM METHOD NEAR BEAM METHOD R ,,AAvO STE 1 V N. I1181 r� "j- PROF SIOI y FA R�`' ILI MAIN DIAGONAL BEAM TIEDOWN STRAP PIER 6"MIN.IN FROM EDGE OF FLOOR TYPICAL STRAPS INSTALLED REQUIRED ON BOTH SIDES OF HOME Single Section Installation Manual for WZ-1 1;--ALEET o00. Page 37 cony ngM 0 zoo-+by ileetwaaG Emerp¢es IrK. LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF THE HOME SIDE WALL FLOOR NUMBER OF STRAPS REQUIRED [--PERIMETER AT EACH END OF HOME MAIN BEA I Z z MAX. ION NUMBEROF WIDTH 3- SECTIONS 18' SINGLE 2 30"t 6 (TYP.) CONNECTOR (SEE NOTE 2) APPROX.60' GROUND (TYP.EACH STRAP) I ANCHOR (NOTE 1) FRONT OR REAR MAIN BEAM CROSSMEMBER. (MAY BE OTHER -D' CONFIGURATION (SEE NOTE 3) THAN SHOWN). H' (SEE NOTE 3)GROUND TIEDOWN LEVEL STRAP GROUND ANCHOR AND STABILIZER PLATE Notes: y 1. Anchorage strap and accessories should be rated for min.4725 lbs.capacity at a 45°angle to the ground. 2. Attach strap to slot of min.3150 lb.rated capacity TfgF connector(min. 1.5 factor of safety)welded to the bottom NO 11481� flange of the main beam. i' FFOr SIO!' 3. Distance('D")from anchor head to connector slot should d ti be greater than height("H")of main beam to ground C) FA R�S� level. 4. The strap spacings shown apply to homes with maximum 90"high sidewalls and maximum 4:12 roof slopes. See supplemental information if these values are exceeded. SINGLE 2 TIES PER END I I II II • II II II II II II II II II II Single Section Installation Manual for WZ-1 •WV FLEETN400Q Page 38 CopyngM C 2004 by Fbetwoo0 Enleryrw Irc. INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Due to possible damage during transit, portions of the drain waste system that are below the floor may not have been installed at the home manufacturing facility. All materials required to complete the system have been shipped as loose items in the home. To ensure the drain waste system is installed correctly, please read the following instructions before starting work to familiarize yourself with the proper sequence of steps. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic attached to the flap at the back of this manual and carefully review the layout. All drain piping and fittings marked with an astdrisk(')on the schematic drawing are to be installed. 2. Lay out all loose plumbing parts on the ground under the home in correct relationship to the drain waste schematic drawing. To insure the correct flow of waste in the assembled drain system,use all piping and fittings exactly as indicated. PROCEDURE: ORemove shipping covers from all exposed piping or fitfings that extend below the bottomboard. O2 Inspect piping and fittings to be sure they are clean and free of burrs. OBe sure to connect all pipe and fittings according to the cement manufacturer's instructions that are provided. O4 Start the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. 5 Use temporary blocking or support for the assembled drain piping to achieve a slope towards the outlet of at least 114 inch per foot. 6 When all connections have been completed,relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. (See diagram on page 41 for recommended method of support). BOTTOM BOARD OF HOME(TYPICAL) BOTTOM BOARD OF HOME(TYPICAL) 1 2 4 START HERE �qq CLEANOUT F�oil O� � 1 2 (TYPICAL) FINISH HERE a OUTLET 3 EXAMPLE OF SITE INSTALLED DRAIN PLUMBING Single Section Installation Manual for WZ-1 'WV"FLEEIN 000 Page 40 CopyNm C 2004 by F1evlroo0 Enurp—Inc. DRAIN PIPING SUPPORTS 5 ANGLE ROSSMEMBER O (TYPICAL) PLUMBERS TAPE, OTTOM BOARD PLASTIC STRAPPING OR 4 4;0. IN 1 X 3 LUMBER OTHER SUITABLE 11 M14 t MATERIAL(TYPICAL) DRAIN PIPE WITH MINIMUM 1/4' SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM OAdd minimum 1 x 3 lumber between frame angle crossmembers directly above drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. OWrap support strapping around piping and fasten strapping to wide face of framing material with screws. 3 Other methods to provide support may be used to maintain minimum pipe slope requirements. There is no maximum drain slope. 4 Protect lumber material from moisture. 5 1 For drain configuration shown above,the fitting must be Long Turn \J Elbow only. LOOR RIM PLATE LOOR JOIST(TYPICAL) PLUMBERS TAPE,PLASTIC STRAPPING OR OTHER OTTOMBOARD SUITABLE MATERIAL FASTENED TO FLOOR JOIST THROUGH BOTTOM BOARD "0• DRAIN PIPE WITH MINIMUM 1/4'My� (TYPICAL) MGM SLOPE TOWARDS OUTLET AIN BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. Single Section Installation Manual for WZ-1 'WV-FLEEM 00 Page 41 Copyrgm 0 2004 py Flw o d E"m-r s 4x BOTTOMBOARD REPAIR Fastened to the underside of the Floor of the home is a special covering designed to protect against rodents and moisture, as well as to isolate the floor cavity from outside air. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up. Be sure to closely inspect this bottom covering for any loosening or for areas that might have been damaged or torn during transportation or installation. Reseal with tape any splits or tears and any openings around the perimeter of the floor covering or around pipes or pipehangers. Check also to be sure that plumbing p-traps are well insulated and covered. Necessary repairs should be completed whether skirting is to be installed around the perimeter of the home or not. Use vinyl tape specially designed to repair tears or holes to repair bottom covering. Pull tom edges together and cover with tape,or apply a patch of the same material and tape all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured in accordance with ASTM E 84-91a: Ceilings: ...........................................................75 Walls: General .......................................................200 Adjacent to cooking range ..........................50 Adjacent to or enclosing a furnace or water heater ..............................25 Single Section Installation Manual for WZ-I W.V: FLEEMOW. Page 42 GopyrgM 02004 by FleelvooE EMerprres Irc w CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRICAL ITEMS For protection from damage in transit some electrical fixtures may have been shipped loose for installation on site. These items may include exterior lights,chandeliers,ceiling fans and other similar fixtures. Follow the procedure for light fixture installation along with the manufacturer's instructions. Refer to the manufacturer's instructions for similar fixtures not shown. INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE: 1. Remove blank cover from junction box. 2. Make the wiring connections with the wire nuts provided,black to black wire,white to white wire and ground to ground wire. 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box_(See CAUTION). 4. Secure canopy to junction box. Install light bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM SWITCH WIRE FROM SWITCH WIRE NUT(TYPCIAL) WIRE NUT NON-COMBUSTIBLE GROUND BLACK (TYPICAL) RING(IF REQUIRED) WHITE JUNCTION FIXTURE ii JUNCTION // BOX CANOPY BOX WHITE GLOBE BLACK PIGTAIL F R GROUND WIRE TO GROUND OTHER CONTINUITY FIXTURES CONNECTION FOR SINGLE LIGHT FIXTURE CONNECTION FOR MULTIPLE (EXTERIOR LIGHT SHOWN) LIGHT FIXTURES CAUTION NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN THE FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD,CLADWOOD AND VINYL • SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. CEILING FAN Due to the various types of ceiling fans available for on site installation,fans shipped loose with the home contain their specific manufacturer's installation instructions. Follow these instructions to ensure proper installation and operation. A metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION BEFORE ATTEMPTING TO INSTALL THE CEILING FAN MAKE SURE THE POWER TO THE FAN WIRING IS OFF. TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. The connection of this wiring to the telephone system is to be done by qualified service personnel only. WARNING: ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO INSTALL TELEPHONE WIRING AND/OR TELEVISION CABLE. EXTREME CARE MUST BE TAKEN. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. THE WALLS AND FLOOR OF THE HOME CONTAIN ELECTRICAL WIRING,PLUMBING AND DUCT MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES IN THESE CAVITIES. Single Section Installation Manual for WZ-1 'WZ7'FLEEMOW. Page 43 Copyngnt 02004 by FleenwDoG Emerp,ses tr,c. INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS Observe the following procedures if accessories such as awnings,decks,patio covers or carports,are to be attached to the home. 1. Use the proper awning support railing provided with the awning or railing available through your awning retailer. Choose a freestanding design structure that has columns to support the additional weight. The awning or cover must not add additional gravity or wind load to the manufactured home. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use the proper size fasteners to ensure mating parts are attached snugly. Make sure there is no strain to the home or damage to the home structure. Attachments should be made only to the upper wall or roof and there must be solid material behind the exterior siding to securely hold the connections. The only connections to the home should be for appearance or water drainage and must not transmit any loads to the home. 4. Use a sealant on all seams or openings that result from installing accessories. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners during assembly,and then seal the seams. CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE. SKIRTING AND CRAWL SPACE VENTILATION Quite often skirting is used to close up the lower exterior of the home but should not be relied upon to prevent freezing of the plumbing beneath the home. Neither should skirting be relied upon to reduce the need for frost protection of the footings as described earlier in this manual. Even insulated skirting may not prevent freezing if the proper amount of crawl space ventilation is also provided as required below. When skirting is attached to the lower sidewall or trim of the home's perimeter,be sure to install the skirting so that moist air from under the home is not forced up into the wall cavities. When exterior siding is hardboard or cladwood,the skirting trim must be sealed to the siding trim to keep water from getting between the skirting trim and the siding. CAUTION THE AREA UNDER THE HOME MUST BE ADEQUATELY VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. FAILURE TO PROVIDE ADEQUATE VENTILATION WHEN INSTALLING SKIRTING OR PERIMETER FOUNDATIONS MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME AND TRANSFER THAT MOISTURE,VIA DIFFUSION OR AIR MOVEMENT,INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN THE HIGH HUMIDITY IN THE HOME AND ALSO IN THE FORMATION OF CONDENSATION,FROST OR ICE ON COLD SURFACES. • PROVIDE VENTILATION THROUGH OPENINGS UNDER THE HOME THAT HAVE A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET UNDER HOME. DISTRIBUTE THE OPENING LOCATIONS EQUALLY ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES,WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. OPENINGS SHALL HAVE INTEGRAL WIRE MESH OR OTHER MEANS WITH MAXIMUM OPENINGS OF 1/4 INCH. MANUALLY OPERATED VENTS SHALL NOT BE USED. i HOMES WITH A MINIMUM 6 MIL.THICK GROUND VAPOR RETARDER WITHIN A CRAWL f SPACE'MAY USE ONE SQUARE FOOT VENTING FOR EVERY 1,500 SQUARE FEET UNDER HOME. AT LEAST ONE VENT IS TO BE LOCATED WITHIN THREE FEET OF EACH OF THE FOUR MAIN CORNERS OF THE FOUNDATION(IGNORING OFFSETS). HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES,OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS TO PREVENT WATER FROM DRAINING BACK UNDER THE HOME. When the ground vapor retarder option is used,the material may be placed either a)under footings,or b)between footings and base of pier,or c)over footings and around piers. Any holes or tears in the vapor retarder must be patched by appropriate tape or other means and splices in the material must be lapped a minimum of 12 inches. Material need not be stretched tight. Single Section Installation Manual for WZ-1 Page 44 Vc FLEETYyfOIAD. Covynghi 02004 W FIWh d Entnrpr Inc r L INSTALLATION OF OPTIONAL FEATURES (cont'd.) PIPE HEATING CABLE Pipe Heating Cable shall be listed for use with manufactured homes and certified by UL,CSA or FMRC. It is designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below-freezing temperatures. An electrical outlet is located adjacent to the water supply inlet for the pipe heating cable connection. Do not attach heating cable to any receptacle on a GFI circuit. CAUTION CAUTION: ALWAYS INSTALL PIPE HEATING CABLE IN STRICT ACCORDANCE WITH THE CABLE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE HIGHEST POSSIBLE SAFE HEATING EFFICIENCY. I. i Single Section Installation Manual for WZ-1 NWZ; FLEE 000. Page 45 copyng"0 2004 by F*ei MErxe"� vac. 1 Single Section Installation Manual for WZ-I 7 FLEETN40W Page 46 Copynght©ZOOd by Fleetv�a Entetpreea InC. ._.ns.----.-.----_ .�^.�n.L�r.F�:,"s,vc.•._..r_,..Wx::.�:..<-parr..arae��sasrrrrmeay.smrnr:c::ter-sr:c2ari:2®c a --��— CHAPTER 7 PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the instructions if any apply to the home being installed. DRYER VENT INSTALLATION If provisions are in the home for dryer installation,a dryer vent roughed-in opening has been provided in the utility area/room with access through the floor or exterior wall. To install,remove the material closing off the roughed-in opening and follow these directions given below along with the dryer manufacturer's installation instructions. INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL ELBOW WITH RIGID OR FLEX DUCT DUCT UP INTO HOME UNTIL RIGID DUCT CLAMP TO PER APPLIANCE SLACK IS REMOVED FROM CLAMP TO DRYER VENT CAP ANUFACTURER'S UNDER THE FLOOR. CONNECTION INSTALLATION DRYER VENT CAP. INSTRUCTIONS EXTERIOR APPLY BEAD OF WALL SEALANT TO BACK OF DRYER EXHAUST VENT _ CAP(AROUND OPENING) AND SECURE EXHAUST VENT CAP WITH SHEET METAL SCREW TO CLAMP TO SIDING(METAL, VENT CAP SEAL BOTTOM BOARD HARDBOARD,AND FIBER AROUND DUCT WITH CEMENT)AND WITH VINYL TAPE. SCREWS TO MOUNT BLOCK(VINYL SIDING). CLAMP TO DRYER LBOW WITH RIGID DUCT CONNECTION SUPPORT DUCT TO FLOOR JOIST WITH METAL STRAP OR PLUMBERS TAPE TO WOOD FRAME SECURED TO KEEP DUCT OFF THE GROUND AND BOTTOM OF RIM PLATE OR PREVENT EXCESSIVE SAGGING. INSTALL THROUGH SKIRTING RIGID OR FLEX DUCT PER APPLIANCE VENT THROUGH EXTERIOR WALL VENT BELOW FLOOR MANUFACTURER'S INSTALLATION DRYER VENT CAP. SECURE INSTRUCTIONS VENT CAP TO FRAMING OR SKIRTING WITH SHEETMETAL SCREWS. SEAL AROUND EDGES WITH CAULKING OR SEALANT CAUTION UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION Air conditioning may be installed on homes that are designated"suitable for air conditioning"on the home Compliance Certificate. Information to assist in calculating the size of air conditioner needed is included on the certificate. CAUTION OVERSIZED AIR CONDITIONING EQUIPMENT CAN LEAD TO POOR OVERALL PERFORMANCE OF THE HOME'S COOLING SYSTEM. OVERSIZED EQUIPMENT CYCLES ON AND OFF FREQUENTLY, WHICH SHORTENS EQUIPMENT LIFE, LOWERING EFFICIENCY,AND INCREASES POWER BILLS. OVERSIZED EQUIPMENT CAN ALSO CAUSE MOISTURE PROBLEMS WITHIN THE HOME. BE SURE TO CONSULT COOLING EQUIPMENT SIZING CHARTS DESIGNED SPECIFICALLY FOR MANUFACTURED HOUSING IN YOUR LOCALITY(SUCH AS THOSE PUBLISHED BY THE MANUFACTURED HOUSING RESEARCH ALLIANCE.) On homes with furnaces listed for modification,the air conditioning evaporator may either be installed inside the fumace cabinet,or exterior to the home and ducted into the home air supply duct system. In either case a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace,they must be listed for installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, install return air grill(s)in the floor in a central area of the home so that return air is received from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct for best performance in each section of the home. Federal regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s)be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections according to the air conditioner's manufacturer's installation instructions and local codes. Single Section Installation Manual for WZ-1 ZP Page 47 c FLL�ETH/OIO1D. Copy'gM O 200,4 by Fbetw Enteipses tnc PREPARATION OF APPLIANCES (cont'd.) FURNACE This home may have been built without a furnace. Install the remote heat/cooling appliance and the supplied thermostat according to the manufacturer's installation instructions. The home manufacturing facility has installed the thermostat wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION: FLEETWOOD ENTERPRISES INC.AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE EFFICIENCY OF THE SYSTEM CONNECTED TO THE IN•FLOOR DUCT SYSTEM NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. CAUTION: ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing facility,the assembly and installation must be completed according to the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the home manufacturing facility,please note the following: a). Install the appliance to provide the required clearances per Federal Standards,which may be more restrictive than appliance manufacturer's normal installation instructions. b). Do not install an appliance which requires a heavier connected energy capacity than the home's system provides(see capacity label on appliance). c). Follow appliance manufacturer's installation instructions except as outlined in a)above. i RANGE VENT DUCT INSTALLATION PENINSULA OR ISLAND RANGE This home may be equipped with a ducted'no hood"ventilation system for the kitchen range. The duct is below the Floor and must terminate outside the perimeter of the home. Install the Install elbow,horizontal duct duct and surface wall cap,which are provided, and wail cap. Support according to the range manufacturer's horizontal duct from floor with metal straps as installation instructions. required. A plumbing fixture,such as a sink or tub may have been intentionally omitted from this home. If so,the fixure that is installed at the home site by others must be a listed fixture and must be installed and the water and drain plumbing connections completed and tested according to the fixture manufacturer's instructions. Single Section Installation Manual for WZ-1 WV FLEE Page 48 TN�OIOI� Copyrgnr 020064 M F"[%r d Enterpr tm CHAPTER 8 UTILITY SERVICE CONNECTIONS AND TESTING WARNING: THIS PANEL BOX IS WIRED WITH THE MAIN PANEL BOX GROUNDING SYSTEM INSULATED FROM THE Main Break G NEUTRAL SYSTEM. CONNECT THE GROUNDING U o BUS IN THIS PANEL THROUGH A PROPERLY T R N SIZED GREEN COLORED INSULATED � D CONDUCTOR TO THE SERVICE ENTRANCE e EQUIPMENT (METER BASE) LOCATED ON OR A R ADJACENT TO THE HOME. DO NOT USE A 3 WIRE FEEDER SYSTEM THAT DOES NOT CONNECT TO THE GROUND BAR. IT IS ILLEGAL AND UNSAFE. Use a 4 wire feeder system to connect this WHITE-NEUTRAL , panel to the service entrance equipment (meter base). TO SERVICE BLACK-POWER ENTRANCE BLACK (METER BASE) OR RED-POWER GROUND TO SEE TABLE BELOW FOR WIRE SIZES METAL FRAME GREEN-GROUND All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN COPPER CONDUCTORS ALUMINUM CONDUCTORS MAX BREAKER MIN.SIZE MIN.SIZE CALCULATED SIZE IN RACEWAY FEEDER CONDUCTOR/SIZES RACEWAY FEEDER CONDUCTOR!SIZES NEUTRAL CONDUIT CONDUIT PANEL BOX DIAMETER RED & BLACK WHITE GREEN DIAMETER RED 8 BLACK WHITE GREEN FEEDER (AMPS) (IN.) (POWER) (NEUTRAL) (GROUNDING) UN I (POWER) (NEUTRAL) GROUNDING LOAD(AMPS) 50 1 #6 #6 #8 1 #6 #6 #6 50 100 11/4 #4 #4 #8 1114 #2 #2 #6 100 150 11/2 #1 #2 #6 2 #210 #110 #2 115 200 1112 1 #210 #1/0 1 #4 2 #410 1 #2/0 #1/0 115 GROUNDING CONDUCTOR INSTALLATION ACCESSFOR METER NOTE: IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY, 9 9 A GROUND WIRE AND GROUND ELECTRODE GROUND MUST BE INSTALLED. REVIEW THIS DIAGRAM GROUND BAR FOR PROPER INSTALLATION INFORMATION. PULL BOX LUG #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 112 INCH EMT OR CONDUIT RACEWAY THE SERVICE ENTRANCE EMT #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY OR CONDUIT FOR UTILITY THE RETAILER FOR INSTALLATION. CONNECTIONS CLAMP SUITABLE FOR DIRECT GROUND LEVEL BURIAL.LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8'DIAMETER x 8'-O"LONG IRON ELECTRODE. • DRIVE ELECTRODE TO A DEPTH OF NOT LESS THAN 8 1 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL MINIMUM WHEN ROCK BOTTOM IS ENCOUNTERED,THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 112 FEET DEEP. 'NOT PROVIDED BY HOME MANUFACTURER Single Section Installation Manual for WZ-1 'W427'FLEEM4000.. Page 49 Copyngnl 0 2W9 by Fleereoo0 Enleryrass Inc WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch(psi). If the home is being connected to local water supply pressure that exceeds 80 pounds per square inch(psi),a pressure reducing valve must be installed to limit the supply pressure. Be sure to install a master cold water shutoff full flow valve in the water supply line adjacent to the home. UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST All utility systems are given a quality assurance test at the manufacturing facility. After home installation is complete,all utility service connections should be tested to ensure no damage occurred in transit and that the final connections are correct. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column(1/2 psi)and not less than 10 inch water column(3/8 psi). WARNING: GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), APPLIANCES MUST BE CONVERTED TO LPG ACCORDING TO INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODIFICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED,THE ROOF JACK (VENT) HAS BEEN INSTALLED (IF APPLICABLE), AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks,first close all appliance controls and all appliance pilot light valves(see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia-free soapy water or bubble solution to the joints at both ends of the appliance connector. If bubbles form,tighten connectlon until there are no more bubbles. CAUTION DO NOT USE SOLUTION CONTAINING AMMONIA TO BUBBLE CHECK COPPER OR BRASS FITTINGS. After completion of test,connect home gas inlet to gas supply line. Use a listed gas connection and make sure the capacity is the same as indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test must be made after any water crossovers are connected. Fill the water distribution system with water and bleed all air from the highest and farthest points of the system. Use a hydrostatic pump,valve,and gauge to pressurize the water lines to 100 pounds per square inch� p p p q (psi). Verify that the pressure remains for a period of 15 minutes without loss. This test is recommended to be conducted after power and/or water are connected to the home. First complete the Water System Connection and/or Electrical System Test Procedures. WARNING: IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. Single Section Installation Manual for WZ-1 Nc FLEE7yy OW Page 50 Copydgnt O 1004 by FlW—d Enterprnee Inc ' ..: .. -''[T'7*.•,.%.�iT'.C.-`. -..J.r'.."'^`�.�'�'i+,.�' .. ..<�a.l �':?3':'J;'F3:P.�'[�L7i.:"?L�a':-p3F1 S ELECTRICAL SYSTEM TEST PROCEDURES Perform the following tests after electrical connections to the home are complete. Perform the ground continuity test before tuming on the electrical power to the home, and perform the polarity and operation tests after the electrical power is fumed on. 1) Before turning"ON"the main circuit breaker,proceed as follows: A Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on I each fixture is property grounded. B Using the continuity tester,check every direct-connected appliance or fan. Be sure the tester is hooked to a convenient ground and to the metal frame of the appliance. C Using the continuity tester,check the continuity between the chassis frame and a. Metal gas piping. b. Metal water piping. C. Metal raceway below main electrical panel box. d. Between one riser of heat duct and convenient ground. D Investigate and correct any loss of grounding continuity. NOTE: CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM.WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS,TUBS,FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING,CONTINUITY TO GROUND IS NOT REQUIRED. 2. Tum"ON"the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRANTY. Proceed as follows: A Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts. B Investigate and repair any reverse polarity,open grounds,or shorts that are found. C Install light bulbs and fluorescent tubes if not already installed. Make sure each light fixture is operable by tuming the appropriate switch to"ON"position. D Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected to a Flood level test as follows: • 1. Be sure the home is level,all fixtures are connected,and the plug or cap is installed at the outlet. Fill entire system with water to the rim of the water closet(toilet). Make sure tub and shower drains are plugged. 2. After all trapped air has been released, maintain the test for not less than 15 minutes to be certain there are no leaks. If leaks are found,make necessary repairs and test again for not less than 15 minutes. If no leaks are found,unplug the system at the outlet and drain the water from the system. 3. Test items higher than the water closet(toilet),such as kitchen sink and lavatory,by filling with water and then emptying. As water drains,check to be sure there are no leaks in drain piping. Single Section Installation Manual for WZ-I 'WZ; FLEE7wOD. Page 51 Ccpyngnl 02004 by Fleehwotl Erwprees inc Home Installation Manual Calculation Index This is a partial list of approved calculations used in preparation of this manual Calc. No. Description 0022116 Single-Wide Anchoring,WZ-1 0022123 Main Beam Footings,over 16" 0022123 Main Beam Bending Check(pages 3-5) • 0022127 Main Beam Footings,Standard Sizes 0022130 Perimeter Footings 0022135 Footing Strength Check 0022169 Opposite(Second)Beam Anchoring Single Section Installation Manual for WZ-1 'wVrFLEE7TV00V. Page 52 Copyrgm 0 ZW,py Fiw—d EMaMftm Im CITY OF PORT TOWNSENL PERMIT ACTIVITY LOG l PERMIT # L-0 0 9 I DATE RECEIVED / U oz SCOPE OF WORK: florc DATE ACTION INITIALS ENTERED INTO CHET CH�E(CKEfD� FOR COMPLETENESS_ lV i`�' �� �# ILA✓� (�r�'it.,: l � :..� �Ls�ffl✓ 1.� V r ul I x09 IvL 0rx u CkA f o hA J;pl G rbol,- C ` w Vol J < < Zoning: I d 2 t- Setbacks OK? i Lot Size: 2 2 S Building Size: Lot Coverage: FAR OK? Height OK? es Parking OK? xvyi (', Critical Area? ± ) } � V Demo? ' Historic Rev? ' Notice to Title? Lots of Record? N6L t f �; - o, V S 7V i o�QoaT ropy BUILDING PERMIT City of Port Townsend sDevelopment Services Department 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-174 Permit Type Ma of red me-New Project Name Foundation for Manufactured Home Site Address? DI COVERY ROAD Parcel# 001093003 Project Description Foundation for Manu . Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Groussman Trste Marilyn J Owner Groussman Trste Marilyn J Representative Miller Marvin L. (360)385-5473 Contractor Kozelisky'S Home Q- CITY 000260 01/31/2010 Service Contractor Kozelisky'S Home Q- STATE kozelhs027c3 01/06/2011 Service Fee Information Project Details Project Valuation $540.00 foundation only permit 540 DOLL Plan Review Fee 50.00 Units: Heat Type: ELECTRIC BBH Building Permit Fee 26.55 Bedrooms: 1 Construction Type: V - B Technology Fee for Building Permit 5.00 Bathrooms: 1 Occupancy Type: R-3 Record Retention Fee for Building 3.00 Permit PLAN REVIEW DEPOSIT 150 150.00 Total Fees $ 234.55 **SEE A TTACHED CONDITIONS Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 1 certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name /I /4!; L9 /4- G' l / C'� Date Issued: 08/31/2009 - Issued By: SWASSMER Signature , -1:e� Date 3 t t Date Expires: 02/27/2010 o�poRTro�y BUILDING PERMIT ci si City of Port Townsend Development Services Department �WA 250 Madison Street,Suite 3,Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-174 Permit Tye anufactured Home-New Project Name Foundation for Manufactured Home Site Addre s3 DISCOVERY ROAD Parcel# 001093003 Project De. cription Foundation for Manuf. Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Per Jefferson County Environmental Health,the septic system is sized for one single-family residence with three bedrooms. Therefore,no Accessory Dwelling Unit is allowed on the property which would utilize the current septic system. 30. Prior to building permit final, the septic permit must be finaled with the Jefferson County Environmental Health Department. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 08/31/2009 Issued By: SWASSMER Signature Date Date Expires: 02/27/2010 Dev&pment Services of QoaT row y� 250.Madison Street, Suite;3. i Port Townsend WA',98368 Phone: 360-379-5095 Fax:- 360,-344-4619 www.cityofpYus Residential Building Permit Application IS D Project Address: S caL/e:�P_yJ Legal Description (or Tax #): Office Use Only . , Addition: SEE /rITT%Ch�EO Permit#BLD097'! Zoning: /2 - Block: Associated Permits: Parcel # pp/.- 003 Lot(s): 211 Project Description: L Oi✓ �O�N��: 5 c��i�0/zT �r✓� cow Z; > Applications by mail must include a check for initial plan review fee of$150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Lender Information: Property Owner/Applicant: Lender information must be provided for projects 2i L ;� Name:ly�A ' (I 2nca iS e-1/a iy 64?il,e-r over$5,000 in valuation per RCW 19.27.095. Address:40L )021 Name: , AX/ Z-CN rJ�v2 City/St/Zip:,'T C&r26E-, U7-,4r/ 91 7 y'O/- 0Ol 32 Project Valuation: $ 5t3, oco Phone: n Email: !-C7�O Cam' X/�'l! 55lOrl G oM'1 Building Information (square feet): 1 u floor �¢D Garage: 2"d floor —L-7--- Deck(s): Contact/Representative: 3`d floor Porch (es): /10 Name:__��a Basement:.- 62— is it finished? Yes No Address:2F-,n A��a,c Carport: —U- Other: —CU— City/St/Zip: J w 'M3 Manufactured Home ix ADU ❑ Phone: - New Addition ❑ Remodel/Repair❑ Emai 7 5C' /2 r�e C an-2 Heat Type: Electric_ Heat Pump N/fJ Other / LIM Contractor: ❑ Same as Owner Total Lot Coverage (Building Footprint):` Name: I Square feet: % Address: "��� Impervious Surface:` �(/City/St/Zip: d 2 e 36- ,? Square feet: 4 2 `Total existing &proposed Phone: What year was the structure built? 2 c>O q Email: If work includes demolition, see Page 2. State License #: K�2�L��'0 'L txp: 3 r /'0 Any knownime�Iands on t e II ro,ems? Y City Business License #: QC0 2G C> l Z����� An tl l I o 9 u Y I hereby certify that the information provided is correct, that I am either the o I r i(authdofizedlinitoRacnon be 'atL Ithe owner and that all activities associated with this permit will be in accordance with State L Ws and the Port Townse d Mu iapal Code. Print Name: F2 If//LJ CITY Of PORT TOWNSEND DSO Signature: / Date: ty- Page 1 of 2 - 5/14/2009 RESIDE- ,, IAL BUILDING PERMIT APr JCATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. residential permit application. Washington State Energy & Ventilation Code forms O Two (2) sets of plans with North arrow and scaled, no smaller than %" = 1 foot: C A site plan showing: a-. Legal description and parcel number(or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. if creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 11 Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5_ Foundation venting P Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations(all four) with existing slope of the land in relation to all proposed structures ❑ If architecturally designed, one set of plans must have an original signature O If engineered, one set of plans must have one original signature ❑ For new dwelling construction-,, Street& Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.'00 for full committee review. If outside the National Historic Landmark district and not onjthe Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 5/14/2009 FAX OF QORT TOE City of Port Townsend Development Services Department v v 250 Madison Street, Suite 3 COVER ';- Port Townsend WA 98368 9 Phone 360.379.5095; Fax 360.344.4619 WA TO:TO: COMPANY/AGENCY: T-e FAX NUMBER: DATE: FROM: L�4- Za SUBJECT: Ld SS tea'-, d( TOTAL NO. OF PAGES INCLUDING COVER SHEET: COMMENTS: 7 . fr 01"j 1 n t7� t / vn c�.c c I.Uh4 12,41 P:1DSD\General Office\DSD Fax Cover Sheet.doe r 4 Suzanne Wassmer From: Randy Marx [rmarx@coJefferson.wa.us] Sent: Friday, August 28, 2009 11:12 AM To: Suzanne Wassmer Subject: Grousman BLD09-174 & SEP09-100 Hi Suzanne Jefferson County has reviewed the revised plot plan that was faxed to us on 8/28/09 at 7:54am (per fax header) Based on this revised plot plan and the approval of septic permit SEP09- 100, Jefferson County Health has no objections to the issuance of BLD09-174 based on the following conditions. Be aware that this septic system is only sized for one single family residence at 360gpd peak occurrence, (this equals 3 bedrooms.) Each residence on a septic system is required to have a minimum of 240gpd septic capacity. THEREFOR NO ADU IS ALLOWED ON THIS PROPERTY UTILIZING THE CURRENT SEPTIC SYSTEM. However, this proposed one bedroom residence may be added on to for a total of 3 bedrooms. P)e� h R-0 qs civA, h'cv� Prior to Final Approval of the Building Permit, the Septic permit must be finaled. Please check with us prior to giving a C.O. on this building permit. M � Thanks Suzanne Randal Marx Always Working For a Safer & Healthier Jefferson County 360 385 9444 Environmental Health On-Site Web Link <http://www.j effersoncountypublichealth.org/index.php?id= 41 ,0,0, 190,0> CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message 2 N +�I'% Mir n,T-j�jti; Cam. r !2' tir:�n�u j �cc ?,ca Cl- 1-01 Ivy St. I p / f�� y-may/ �s ♦c � \ `\� �\� - _ \ AUG 200P \. �' � � CI'Y OF POi�T TOWNSEtVD ��. ,\• DO R-� Z WE: M IN FRO A1r- to--r—T Fr- 10 FTD Pow t0�-r 00 H �esr r'rop. G ��?e L4u�c:L ,vw Pia cot S r'aE,57' P7- /-� / 0� EXls Orcx1rt�'ield 1N kA4 ELgc. p �2 SErzv�cE ���a / � �� \ Mfg• r'r c G � P-r. "4 ?ram Pr. erl 46Zdl �G j/ p<2E 1u�2v �rzo�/�✓ C 0 t_4 _r L irie � N�rfh I`�rvp. Gir<e� I J�/TEE PG 4 &1 G.----" ..� a ® �`- L� MA �? A �O w CD mmm FLE° �, )'-0• 10'-0�• 8.-21. . 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El ------- PANEL BOX 74 1/4-1. ODOR ]2'-2 I/4" 40 -0• WOODBURN SSE I t�S i f�LL�TtCN 9e ,. PIDD wm TIhIDSU BE Iv` 'V,/�`l•' .�// RS@OOD "'m Nf. W MINU TJT4! PIER LAYOUT 20# ROOF LOAD WANK 0, vivi0ana P. 09/14/07 . mrc RlV sP..ic.1 A 401TW2410L ......... i - .. -_ . ..__...._. ___.__... - ....._._...._._..._. LO/VC/6 SNGII�A3IT EM i ir . ' � I ' ;1 • � :. � '� � ill i� � � .' i .� -h ,� 13 ^ , z:- •r c s_�-r.S��L r r _ L-r � c;�- a..:,c- T. - _ ..,.�. .,_ rZL...�.T L� l.rz; �1•]. �r,—L -5.. .._._ .1:r-r.,. T�7 •Lra�4 ?i-L_s Al rA s r..xa ,f•.1,. �:-a � c r�s�i��i..r�t��:r.�•r•a-a�•.rr�T.c.xr r.,._�. .,---r1_r---_r _. .� a_ z� 1, 1'L, 'c,_ - t...c• � r-* ..� :[ T' [• .�. a. 'T _ r "r=.x::'['�"7•—. _ �•r c •�`T. ..,..r,•_`� �L, 7.1. i Notice of City Development1Septic City of Port Townsend O�QONT T Development Services Department U O Port Townsend, WA 98368 ¢w (360)379-3268 Fax: (3 PO)385-769'5 To: Randy Marx,Jefferson County Environmental Health 0 Re: City Building Permit Involving Septic System -NEW or EXISTING We have received building permit BLD q- 7t 1 and Public Works Permit,�-LopO9-0 zj- that requires Septic Approval. Please review the information below, and inform us of the status of their County Septic Permit. Thank you. Name of Legal Owner(s): c21' k) (SyDvJ,r PL/1 7r(.I if Mailing Address: �-� S r—o q d VK"00 ( 1/e" City, State, Zip: 7 q � Phone: 2-V W ctr-Q r 0 C ✓� 1'SE i ) nn Property Street Address: 3 � i S C--�' O cj Zoning District: 4: Parcel# DO l 09 3 _ ()G 3 Legal Description: Addition l s t�2 S LL)Block - 3 u —1 Lt(s) S �) v; w D sit o�P ck t S9 Description of Proposed Building(s): / f. a-nA Description of Any Existing Building(s): Number of Bedrooms: Number of Bathrooms: Building square footage: 6 13 Lot square footage: ql� X 3�0( _ �Jkr'S�/T A site map is attached (showing all existing and proposed buildings, property lines, septic tank and drainfield location, and water line route). Thank you. City DM Staff Member Date County comments: Date: P:\DSD\Forms\Building Forms\Application-Septic Permit.doc Page I of 2 08/13/2009 Suzanne Wassmer From: Suzanne Wassmer Sent: Thursday, August 20, 2009 11:46 AM To: 'blue427sc12@q.com' Cc: Trish Grant; 'Randy Marx'; Alex Angud; Samantha Trone Subject: RE: BLD09-174 Hi Marvin, I'm forwarding you the message from Randy Marx of Jefferson County regarding the Groussman building permit's septic. To cover the County's review time, please submit $73.00 (i.e. a check payable to Jefferson County) to the City and we will forward the check to the County. Thank you. Suzanne Suzanne Wassmer Land Use Development Specialist 385-0644 -----Original Message----- From: Randy Marx [mai Ito:rmarx@co.jefferson.wa.us] Sent: Thursday, August 20, 2009 11 :09 AM To: Suzanne Wassmer Cc: Trish Grant Subject: BLD09- 174 Hi Suzanne I have the above BLD app. you asked me to review. We spoke in the past about fees. Did we agree that we would invoice the city? 1 40 We charge county residents $73 for a health review of residential building permits. I will need: • an application for a Septic tank only before I can approve this building permit. The application needs to be done by a liecensed septic system designer. • A revised building plot plan that shows the tank and transport line locations. There are several setback that need to be met. • Payment of the $73 fee. I have had a designer already contact me regarding this property so hopefully this is all in the works. Thanks Suzanne Randal Marx Always Working For a Safer & Healthier Jefferson County 2 • r 360 385 9444 ><((((°>� '•„•' " � •., ., ><((((°>,' " � '.,. , . . >_<((((°> ., , •..., >><((((°> " ' . . " •.. ... ><((((°> >><((((°>. • " ' '•• • ... ><((((°> Environmental Health On-Site Web Link <http://www.jeffersoncountypublichealth.org/index.php?id= 4110901190,0> CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message 3 a M ��� �'r.t�. ', a'�e �f��ty`'! Ir�"^} j,r i� �t� i. ' t`� ��� - -" � �''j� � �� ..� t� `.'~.s `�Rf:1� i_ I('S��'.1' •� ss, y. -•r}L'8y� 'ts� -.�'." -� ,� t - .�+. 'i �,� 1�? r� 9N - 'h'.} '*` �I♦ i. !�.ii�.i ,• �. 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Seaftle, WA 98101 MEMO 740 1 E 3000 SO 1: 3 2 SO 70 7 6Oi: 011 2 3 54 58 3 SO 1 1 ` QORT TOY City of Port Townsend Development Services Department , 250 Madison Street, Suite 3 - =wA Port Townsend, WA 98368 360-379-5095 FAX 360-344-4619 August 24, 2009 Marilyn Groussman-Vallle Marilyn Groussman Trust 4407 South Broadmoor Drive St. George, Utah 84790 RE: Technical Conference TEC09-001 for Parcel Number 001-093-003 Dear Mrs. Groussman-Valle: A Public Works technical conference was held on August 12, 2009 to review the requirements for a manufactured home on the above-referenced property. Based on the technical conference and the revised site plan your representative, Marvin Miller, submitted on August 11, 2009, the attached checklist was prepared to define your infrastructure requirements. Please note that the requirements described in the checklist are valid for one year from the date on the checklist unless changes are made to the proposed development, in which case our requirements related to those changes may be modified. If you apply for your Street & Utility Development Permit within one year of the date of the checklist, the permit fee will be waived. There will be System Development Charges (SDCs), inspection fees and other fees associated with the permit. The City has a process for review of waiver and variance requests from Public Works standards. Such requests must be submitted in writing to the Public Works Director and must describe how the waiver and variance criteria as provided in Port Townsend Municipal Code Sections 12.04.160, or 12.04.170 (waiver and variance from street improvements) are met. The request must also be submitted on the standard application form along with the fee, currently $150 for either waiver or variance requests. P M-N470 - z r--•S' „tip� .#r- �_� ,s.."'� n.. � „eT.u�'.�+^: >.,ra""�`",4"�. ` ,'-� ` s« j _ v' A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPORT 1 ' Sincerely, Samantha Trone, P.E. Development Review Engineer Encl. TEC09-001 — Public Works Department Development Requirements Checklist CC: Marvin Miller, applicant's representative 2 TECHNICAL CONFERENCE MEETING STAFF CHECKLIST PROJECT NAME: 612,0l55,VAAI- V+UL TEC: PROPOSAL: f4,. -n/q He �= Site AddresslLocation w/cross streets 9/t7O lql:) Street: Q,D -/n 4-CGFS-5 D/scU[JE,2l� QiZ ��f�L/.sY it/�✓9�c�ss G�Z�'1 a�1 y/9���ZE��• `/•�G-� frfE F � Sewer: it/D <syy�/ //s2� F,�/.�t5 , M 4-Z /4/s�LL SOf/C Is O, 71',91 1E1D Water: 2ZXtEA/D A-Al g , !�1 414-te;e A4,4/A/ /4/ tiIO ,,eo xA. /D�/Sao y y fZD D. F,r� Yic c-- fh`��.r�t Eiv r t.claCC�o �tl D �f�RoCeA�J (�`i/lJfl"5.7520 �/20,D�✓2�r/ fD oS�R dE �•?c�C155✓'i7.4N- 1�i4LLE' /�/1D/� . /QES�/Cfioti fo B.✓E ��R di c� �+�/� Gm� �,q��stno�JiQo�P. /�G9vi�sf�a D 5 142p� ZA-)47 PAR �� s• Storm: CI N' s/fE df0�2 u/.4 � �t�itlff C,E.yl AW.4 ��91G//QED Latecomer Info: 4y-O ZIP 7/vac/ ti14 - 8� SGCf3 AA l- Eb ARIOA fo C'd 41747�it��G—"��ivt' D� 4�•2,e �D/Z Latecomer Exists? R110 ' Amount: No Protest Agreement: 6t — . ?COA,1VA-q.4- , AMA—AW 7;. 2&2) `•,��4/1�5 po�2f.�j�0/l,J . .�`����. �Btill�1Z, ��Tid�/.4� 57�4�1.127�� Forms provided: SDP cGPi0�G4�/Di✓ F2data/forms.technicaiconference mtg.Checklist 8/6/09 Page 1 of 1 Francesca Franklin From: Francesca Franklin Sent: Thursday, August 06, 2009 4:00 PM To: Rick Sepler Cc: Samantha Trone; Scottie Foster; Suzanne Wassmer; Alex Angud Subject: Groussman-Valle Rick, As you may be aware, I am working on the Tech Application 09-001 for Groussman-Valle. Marvin Miller has been appointed as the representative for that project. Marvin came in on Aug 5 and talked with Samantha at the front desk and asked if there was a potential of posting a bond for the PW improvements to allow the house to be delivered by 8/17/09. I talked with Sam and said that engineered plans need to be submitted along with the Street Development Permit application. There currently is no building permit for the house either. What is your thought? Francesca Franklin P.W. Development Specialist Development Services 250 Madison, Suite 3 Port Townsend WA 98368 (360) 379-5093 ffranklin@cityofpt.us 8/6/2009 Development Review Agenda August 6, 2009 8:30 a.m. L"J Dave Peterson d John Merchant CJ Bob LaCroix E�T Alex An ud ❑ Tom Aumock 0� F. Franklin O John McDonagh LvJ Ken Clow Ili Sam Trone ❑ Suzanne Wassmer ❑ 1. Crist Short Plat— McD • ee 2. 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Permit Query Page 1 of 1 Tuesday April 20,2010 14:54 Application Appl Status Permit Rpa Acct Parent Submitted Approved Reissue Expiration Reporting Group Contact Contractor Frm Applicant Name Project Name Strect Addr lIssued Dt Closed Dt No I'ype Tvpe No Application No Dt Dt Dt Dt Search Scorch Search MIP09-121 FINALED MIP-PMT PUGET SOUND ENERGY 001093003 GroussinaDiscovery Power-3150 10/16/2009 10/26/2009 10/26/2009��02/17/2010��� Discovery SDP09-026 FINALED SDP-PMT M RILYN N TRSTE 001093003 HLD09-174 MAINUFACTOURLITES E-D 140ME RDO DISCOVERY 08/19/2009 03/31/2009 08/31/2009��04/14/2010��� 13LD- GROUSSMAN TRSTE Foundation for Manufactured 3150 DISCOVERY I3LD09-174 ISSUED MFH MARILYN.1 001093003 Home ROADGROUSSMA 08/18/2009 08/31/2009 08/31/2009 03/13/2010 TEC09-001 PENDING TEGAPP MARILYN N TRS"rE SITIN001093003 IIOMIG MANUFACTURED RDO DISCOVERY 07/20/2009 ���01/16/2010 ���� MIP07-068 FINALED MIP-PMT PUGET SOUND ENERGY 001093003 POWER FOR NEW MANU.SPR 3150 DISCOVERY j06/OS/2007 06/19/2007 ��� 10/03/2008��� CAMO7-02I CLOSED CASE ROY BRADLEY S:�:E�11:=l NEW SPR W/SEPTIC Roo DISCOVERY http://1. itserver:7778/forms/PermitAttachments/html_out/Permit%< <ery.html 4/20/2010 314.16' A \ S 88"00'39"E \ A to B=46'2' O Mm- A t1D C=5ff � C N v B W 0 0 Z •� �:r Off. 5100M 2'SCH 40 B antr, �uL ERCSM Transport Line D From Pump Tank 1 Install 24'Riser to Grade over'D'Box 6.50' .0 Eidsting Drainfield `r00 SEP 95-224 SO -O0 0 40' Mill FILE NAME nad OWNER o 40! 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N4=At4 S/Tz- I `iI I ml ,17 M N 7 �31-V/d E CO Mn,4 C TEp I l�J I .rc'oia p n��nru5� AccE55 I 2' SHo c i L-z> \ I I \� If � ors r.a�� L✓.G1TE�\ I----- V4Lv�n\ s CON$7 P4vc- /1 P20N \ Cr��Scov�2Y RrJ_ PE,Q WI/0 C 1N S 7.452 t_ F. I-{. E 1/4 L v E 'A SisEMaL PER I \ G'/Ty STG� i I S r I cn Iv St. f— ----- - y ij I \ \ o �� `b I I � � s U2009 16:30 FAX 1ST AM. TITLE '002;005 537835 t !oPlaron Cxm.tY rti'�' FtA57 �'=AtC.-`9 7til_ �+C =3.tA^ i Wben recorded return to: Ms.Mariiyo Grvussman,I•ruscm 4407 Broadmoor Drive :n St George,UT 884790 -?Herson Courtly-xG! 2 Tax ;It Ail f i 2 9 pzie IL a 69 -filed for Record a..Puniest 0f Tax 5 I Sai6s ni',ii1$i q5,000°D { F Title irst Aiaertcttts tl._Of Jefiersot;Comity Escrow Nuntbe-:50535SR By e�� NputyTreasufer a Il Statutory Warranty Deed THE GRANTOR Brad S. Roy, as his scpsrate estate fer and in consideration of T$N DOLLARS AND 0-11MR GOOD AND VALUABLE CONSIDERATION in hard paid, conveys and wunvas to N1sriivn J. Groussman as ir-imet of ttte&aarilyn J.Groussman Revocable.Ttvst dot-ad as of June 1,1997 the folio:ving descbed real estate,sirtated in dhe County ofJesferson,Stale of Washington Abbret!ated Legal:Pm 31.,2 SCJ 9-30-1 W' Fos Full L*gai See Attached r abibit"A" Subject to:As fully described on Exhibit`A"attached hereto and trade a par hereof Tex Parcel yurnber(s):001 093 003 Da Oct er I,'005 Lead S.Roy LtV Iltsrp����i/' `�^�r'� � C•'�r is STATE OF Washing-we ) %��rp �f.• '`� `ti�� 1 COU-NI 'OF.Ferretson ; SS: ���f�!' lnon ���\•, i ceziry d:,^I know of t1aYP.°aCiSf°CiniY evidence tha?9n4d S.Rtiy :i is the person who appeared be-ore me,and said Fe-on acknowledged that he j u signed this iasbamem arc ack.owiedge it to be his fee and eo!urta:y act for[he a cues and p'.aposes mentioned in this inst-ument. /� ! Deed* October Publi-1 sjtd for the State ofWashia8tos Residingm U;_appcintn<er.;zcpi.es: �urrp ��„S :i a ii �I :a 4 ,d e ,Ps ta05ci•h � ?age•..'ram.1 013 tl 1� 7/2009 16 So FA.X 1ST AM. TITLE Z003/005 AIVIM-1 MLE EXHIBr-r A: all' nat,mrtionof the South I'lio"Ie"�Oulii`ve�st OfSec-'br,9,To%%,nsh::)30North,R—nnge vVe,;t, Vl*.lyt,Jeu--�rson County,,A,'esh;ngton.desc.-Ib,d ' follows:OWS: COPY Beginning at the point ci7intersecdon of the South line cl,�Evergrean Addition to the City oflpo-..t Townsend,as ner plat recorded in Volume of Plats,paAc 76,records of Jefferson County,with the Westerly ri--ht of way line of,Discovery Road(County Road No.38); thence West,along the South lire of said Evergreen AdcFitiorl,41C fee:to the true coirE of beginning; thence continuing Weesti aliong said South line.to the po,m Of intersection with the Easterly tic t of way line of county road.1mown as the Miller Road; thence South,along said Easterly rigrnc of way line 412.7 feet,Triore or less,to the South b=ndary line o'saic'Section 9: thence Sasz,aione said South boundan,lire,to a ooint tiletcOn that lies directly South of,,lte point to begina-ing-, thence Noftffi 412.5 feet to the true.point to beginning. EXCEPT that Portion of the above described parcel]Yin' of said-Sectior.9. within the S-DuChWest"A of the Southwest Sir-re in the Ccunry oflefferson,St., i. Ag,-eemient and the terms and conditions Thereof: Be'waen: George Frost Jr. Ard: Truby&I art,i n Recorded: FCbMary 87 1923 Recording No.: Yalume S of VIisc Docs,Page 461 Regarding: Water pipe line 2. Ea-ernent,includir.-terms and provisions contained therein: Rmordi-ng No.: 401028 Fo Ingass,egress and utilities' Al Acts .Southerly 30 feet o,-,a;d'D76mi5es Said instrument is a re-recording ofrecording no.397793. 3. Notice znd the Terms and Conditions thereof: Recorded: July 15. 1998 Recording No.: 441230*9 Regexdnig: Forest practices notificationtl Jt Pap 3 013 OAKTREE ENTERPRISES MARVIN L. MILLER, PROJECT CONSULTANT P. O. BOX 1839 PORT TOWNSEND, WA. 98368 360-385-5473 August 18, 2009 U AUG 1 8 20U9 City of Port Townsend cm OF Foal loms ND Development Services Department OSO Attention: Samantha Trone,Planning/Dev Review Engineer 250 Madison Street, Suite 3 Port Townsend, WA. 98368 SUBJECT: Permit Transmittal—Valle/Grousmann—Manufactured Home Dear Samantha: Please find attached the following items covering the above mentioned project: 1. Residential Building Permit Application—Including two (2) sets of Site Plan, Floor Plan, Foundation Plan and Elevations. 2. Street Development Permit Application. Lb1 Vn o ecor er i ►c �,� _ - 4. Manufactured Home Installation Manual. All fees will be paid at time of submittal. If you have any questions or desire additional information regarding this project, please contact me at your earliest convenience. Ve ;truly yours, VAR6VIN�L. LLE Project Consultant cc: Tom Valle and Marilyn Groussman Valle, Owners Dev1popment Services o�QORr ro�ti 250 Madison Street Suite 3 sZ Port Townsend"1NA 98368 ;Phone: 360-379=5095 y '�grWA Www:cityofpt.us Lots of Record Certification Application 14Property address or general location (cross-streets): Office.Use Only; vE2 2o-5'v e / Q Pm�t toWAI 5 f-ElVD, Current.Legal Description (or Tax#): Parcel Number: 40/ -09.3 00 3 Associated Permits Addition: Block(s): Lot(s): Specify which platted lots are to be certified under one(or more) p cel number: 1 Property Owner: ontact/Representative (if different): / Name:6b !z t d'✓��,i Name: Address: ,4- /Z /ddress.P,'2 /Oox 1e3cl City/St/Zip: 212 Z City/St/Zip:/�O,&_-T 7r6LliU SEiyoD al'I Phone:6501- eol- 4 3 24 Phone: Jr,,0- 395-S4 73 Email �C 55 Email: ,B/u P 4127 ��o. C�� i Does the applicant, or anyone connected with the applicant or the development(any person,family member, firm, corporation), have an interest by reason of�ownership, contract for purchase by agreement or option in any land within 200 feet of any porti� n of the subject property? �No ❑ Yes If yes describe: �5'ort - Oaf-7 G'14 55i��a� O S / ccr-GPI <}ajJoc.cell f or7 1ch P �/2S `r�ol- 093-0?x swear and certify that this information is correct. (Signature of appliea t) Will any accessory structures be included in a parcel number different from the primary structure parcel number? g,No ❑ Yes If yes, accessory structures (i.e. garages, sheds)'mus\remain in the same parcel number as the primary t u�cture (i.e. residence) or be removed prior to the Lots of,Record Certification. Have any known wetlands or their buffers been identified on the property?` teNo ❑ Yes If yes, attach wetland report. A111i f Are there any steep slopes (greater than 15%)on the property? Flo ❑ Yes If yes, attach/geotechnical report. iV/iq (� I� �(' �S 11�] u ` r u L7 I verify the property affected by this application is the exclusive ownership;of th pae plica��fhe N plli'cant has submitted the application with the written consent of all the owners of the affected property. U \ u AUG 1 8 moo Print Name: t/V G it C� 7 CITY OF PORT TOWNSE D Signature: �ate: '� See attached for details on plan submittal requirements and cost. Page 1 of 2 CADocuments and Settings\suzannew\Local Settings\Temporary Internet Files\OLK2D\LOR Application.doc, Last printed 8/28/2007 12:13 PM Lots of Record Application Submittal Requirements CHECKLIST I✓� Completed Lots of Record application form (Page 1) CC7Y Application fee: For one lot: $110.00 For 2 to 9 lots $215.00 ❑ A site plan, to scale, showing: ❑ All proposed lots with lot lines, block number and lot numbers ❑ Lot dimensions ❑ Points of access ❑ Adjoining street names ❑ Building Envelopes (buildable area of the lot after applicable setbacks, easements and other restrictions on the lot are taken into account) ❑ If existing structures on-site, show and calculate the total amount of impervious surfaces (i.e. roof area, driveways) in square feet and current method of stormwater management (i.e. downspouts, drywells, etc.) ❑ All easements, deeds, restrictions or other encumbrances restricting the use of the property, if applicable ❑ All existing and proposed utility locations and street or other transportation improvements, if applicable ❑ North Arrow CiY Photocopy of the property deed Nl� Photocopy of the plat map* ❑ Photocopy of any surveys of record* 9- Critical Areas special reports where required by the Critical Area Ordinance (PTMC 19.05) ❑ If on-site wastewater (septic tanks) disposal is proposed under the limited circumstances where city code does not require connection to the city's municipal sewer system, written verification from Jefferson County Environmental Health that the site is adequate to accommodate an on-site sewage system M� SEPA permit application, required for any fill or excavation over 100 cubic yards, the construction of 9 or more dwelling units, a building 4,000 sq. ft. or more in size with 20 or more parking spaces, and/or if the lots are located in a critical area. Critical Area maps are available at the DSD office or on the website. For more Lots of Record information, see Port Townsend Municipal Code Chapter 18.18. or the website: http://www.cityofpt.us/ *See Jefferson County Assessor's office, or website http://www.co.jefferson.wa.us/assessors/parcel/Parcel Search.asp Page 2 of 2 CADocuments and Settings\suzannew\Local Settings\Temporary Internet Files\OLK2D\LOR Application.doc, Last printed 8/28/2007 12:13 PM O�VORT 7-01P y u Nmo Receipt Number IMAM"so Receipt Date 08/31/2009 Cashier SWASSMER Paye lPayee Name�7 GROUSSMAN TRSTE M ,RILYN=J •fi<...�.. .. _._.. ... ,,.-,•�'3 ew �,.'..'c3.n .a. i.�. ' ....N�. ;w..--> >, y-i- �-.e,? _ _ _�. uvr,.? A On inal,Fee Amount Fee 4 rPemiit# Pa cel � Fee Description Amount Paid s Balance BLD09-174 001093003 Plan Review Fee $50.00 $50.00 $0.00 BLD09-174 001093003 Building Permit Fee $26.55 $26.55 $0.00 BLD09-174 001093003 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-174 001093003 Record Retention Fee for Building Per $3.00 $3.00 $0.00 Total: $84.55 Previous Pa ment H►sto ss, a Receipt# Receip`tDate=_? j ' Fee Descnption, f Amount Paid Permit# ..,.,„ ,. .. .... ., ... Perin it •tip 09-0683 08/18/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-174 m Payment `` Check ; Payment Method , 'Number f y Amount CHECK 1152 $84.55 Total: $84.55 genpmtrreceipts Page 1 of 1 OF pOHT TO$ ti y o Fo Receipt Number: W069JTETF:x En Recet t Date 08118/2009 Cashier SFOSTER Pa r P a{Name Mar�lynxG Valley 63 . , re.. Ongmal Fee Amount Fee �, - .aaW.w Permit# Parcel; s Fee Descnpt�on g f Amount Paid x} ' Balancez» _.. _2n"'8t =sue w _..F>s +s..'_ — T .:• '� BLD09-174 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 �Prev►ous Payment History ReceiptRecetptDate ; Fee Descrt tonr� p � Amount Paid Perrrirt# Payment W �CheckdP CHECK 74163000 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1