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HomeMy WebLinkAboutBLD2002-00680 Final MFG Home DDR2004-00076 - BLD Permit / Conditions - 3/4/2005 r S 3 y Inspection Line(360)427-7262 MASON C -PONTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 - i Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2002-00680 OWNER: RONALD COSTANZO RECEIVED: 5/31/2002 CONTRACTOR: GUADALUPE RODRIQUES LICENSE:WAINS 1421 EXP: ISSUED: 7/15/2002 SITE ADDRESS: 20 NE LAKEWAY DR SOUTH BELFAIR EXPIRES: 5/18/2003 PARCEL NUMBER: 223107990731 LEGAL DESCRIPTION: TR 73A OF SURVEY 11/17 LOT: A OF SP#1496 20 NE LAKEWAY DR SOUTH BELFAIR PROJECT DESCRIPTION: DIRECTIONS TO SITE: MANUFACTURED HOME BEAR CREEK DEWATTO RD TO BLACKSMITH LAKE BELFAIR WA, TURN LEFT AND GO TO LAKEWAY DRIVE STRAIGHT ACROSS STREET General Information Construction &Occupancy Information Square Footage Information No.of Bedrooms: 3 Type of Constr.: V-N Type of Use: MH Insp.Area: No.of Bathrooms: 3 Occ. Group: R-3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No.of Stories: 1 Occ. Load: Building: Valuation: Building Height: 13 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make:REDMAN Length: 70 Ft. Front: N 440.0 Ft. Shoreline: 91.0 Ft. Water Body: Blacksmith Lake Rear: S 91.0 Ft. Slope: Ft. SEPA?: No Model:DISCOVER' Width: 28 Ft. Side 1: E 10.0 Ft. Shoreline Desig.: Year:2002 Serial No.: Side 2: W 16.0 Ft. I I Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Mobile Home Submittal Fee KLW 5/31/2002 $194.50 59436 Address Fee GMM 6/6/2002 $15.00 59919 Building State Fee RLS 6/18/2002 $4.50 59919 Mobile Home Issuance Fee RLS 6/18/2002 $194.50 59919 EH Plan Review CEW 7/3/2002 $75.00 59919 Planning Site Inspection RAM 7/5/2002 $70.00 59919 Re-Inspection NJP 11/8/2002 $52.30 61209 Tti�'P�SFrril�- ,..GCS'`. 2/4/2U05 558.E S4Z(Hf5 �' Total $663.80 BLD2002-00680 Please referto the following pages for conditions of this permit. 1 of 4 A Inspection Line 262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427(96700,ext7352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2002-00680 OWNER: RONALD COSTANZO 874-1138 CONTRACTOR: GUADALUPE RODRIQUES LICENSE:WAINS 1421 EXP: RECEIVED: 5/31/2002 SITE ADDRESS: 20 NE LAKEWAY DR SOUTH BELFAIR PERMIT ISSUED: 7/15/2002 PARCEL NUMBER: 223107990731 NULL I& VOID BY EXPIRATIONEXPIRES: 1/15/2003 LEGAL DESCRIPTION: TR 73A OF SURVEY 11/17 TR A OF SP#1496 `�ATE te�� BY PROJECT DESCRIPTION: DIRECTIONS TO SITE: MANUFACTURED HOME BEAR CREEK DEWATTO RD TO BLACKSMITH LAKE BELFAIR WA, TURN LEFT AND GO TO LAKEWAY DRIVE STRAIGHT ACROSS STREET General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: V-N Type of Use: MH Insp.Area: No.of Bathrooms: 3 Occ. Group: R-3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Valuation: $70,000 Building Height: 13 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make:REDMAN Length: 70 Ft. Front: N 440.0 Ft. Shoreline: 91.0 Ft. Water Body: Blacksmith Lake Rear: S 91.0 Ft. Slope: Ft. SEPA?: No Model:DISCOVER' Width: 28 Ft. Shoreline Desig.: Not Applicable Side 1: E 10.0 Ft. pp Year:2002 Serial No.: Side 2: W 16.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Mobile Home Submittal Fee KLW 5/31/2002 $194.50 59436 Address Fee GMM 6/6/2002 $15.00 59919 Building State Fee RLS 6/18/2002 $4.50 59919 Mobile Home Issuance Fee RLS 6/18/2002 $194.50 59919 EH Plan Review CEW 7/3/2002 $75.00 59919 ' Planning Site Inspection RAM 7/5/2002 $70.00 59919 1 Total $553.50 BLD2002-00680 Please referto the following pages for conditions of this permit. 1 of 4 T CASE NOTES FOR C BLD2002-00680 CONDITIONS FOR BLD2002-00680 1) This application is su ec o Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036.X_ 2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982 erson signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 3) The use, handling and storage of hazardous mat ' Wammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X_ 4) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X 5) All construction and demolition debris must be removed from the beach after project completion. Proper di I construction debris must be on land in such a manner that debris cannot enter or cause water quality degredaattiion of State waters. X 6) Approved per dimensions and setbacks on submitted site plan. X ' 7) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department priogta further inspections being performed or approvals granted. X ��JJ 8) In accordance with the Uniform Building Code, all sites shall have approved numbers or addresses located in such a position as to be plainly visible and legible from the street or road fronting the property. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the Uniform Building Code will be assessed if the owner and/or contractor f ' the address on site prior to requesting inspections. X BLD2002-00680 Please referto the following pages for conditions of this permit. 2 of 4 9) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 10) The"approved" plot plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"plot plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Dep ` ent prior to any further inspections being performed or approvals granted. X 11) REQUIRED INSPECTIONS (Footing Inspection-prior to pour, Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the 1997 UBC, and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered. I further understand that this investigation will be scheduled as time allows. Until resolution of any/al ms no occupancy(Final Inspection)will be granted for the residence. OWN ER/CONTRACTOR(indicate which) Signature X 12) This permit is for the pl t and installation of the manufactured home only and does not imply approval or review for any other items indidcated on• the plot plan. X_ 13) All mobile/manufactured home landings or decks must be freestanding (self supporting). The largest landing or deck allowed without drawings or a building permit MUST be under 30"in height from surrounding grade. NO second story decks, or decks above 30"can be built without a permit. Any landing or deck that is "or more in height from walking surface to finish grade requires a Permit. Any landing or deck that has 4 or more risers requires a handrail. X_ 14) All changes to"approved"building plans that effect compliance with the Uniform Codes as amended and adopted, or any other Mason County ordinance or regulaust be reviewed and approved by Mason County prior to construction. X 7 15) The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the Uniform Codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector prior to requesting additional inspections. X ,,�� 16) The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M-655. Support configuration shall be clearly marked in the installation instructions. 17) All property lines shall be clearly identified at the time of foundation inspection. X 18) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure P p a ure to request a fin I inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Coun di anc sand building regulations. X BLD2002-00680 Please referto the following pages for conditions of this permit. 3 of 4 19) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have pr �ction from being taken. No more than one extension may be granted. X i 20) Water quali yMr7l e degraded to the detriment of the aquatic environment as a result of this project. X 21) All upland areas disturbed or newly c t construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X. 22) Approved per dimensions and setbacks on submitted site plan. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work-is commenced. Evidence of cunt' ion�o wor inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWN ER OR AGENT: �' -- DATE: BLD2002-00680 Please referto the following pages for conditions of this permit. 4 of 4 W . 0 CDCONCRETE MECHANICAL MANUFACTURED HOME 0 ^� Footings /Setbacks Date By Ribbons 0 rn Date By Gas Piping Date By co o Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date By Date By Date By FRAMING Walls FIRE DEPT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING D.W.V. Date By Date By FINAL NS ECTION / Water Line Date . B y j v � Date By -:. �,��°` � ; Date By v 8- A 14, 69AL 03101105 6-3 DZ a5 LSIF T 0 93 oy a5 b3 o aS 2 3 CD 0 8 o y 7 a � b N o N CD 00 F o O � O r d 0 h �F''E" TE MECHANICAL MOBILE HOME 01 n� � ,14 -Setback date by Ribbons p� date by Gas Piping date / —Z<�) b Foundation Walls date by Set Up date by INSULATION date by P.G/S1J1B Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date PLUMBING by date by date by Attic OTHER Groundwork date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by v-c", c-- C -5'� m/7ldlC'/.'vim T-h�llu� 7-j Afni Permit # Z -rx>G�� MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z© /f�e C-!�V- P/P This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance ZR 2/2 G'r��1 r✓ �� � ", rc -� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department Date z cJ L Inspector ZZ dos 404T T 1 T - Low Building Permit # Z - MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been f0 U nd: Items Listed below must be corrected to gain code compliance You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK // all for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to This is not a complete inspection Department 09 Date Z I—" ' Inspector 7. ■ so s Vo OT MOOV T 1 T A ,� �, Building Permit # O 2 -ooa MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been f und: Items Listed below must be corrected to gain code compliance 10, n / Giy - c /•,�� / / /NG You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to /)(This is not a complete inspection Department A C461 Date /Z 1�13-� �' Inspector ■ so 0 I'Mmo OT ' Mo *V T I T A ,01 41 BuildingPermit # 906� MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location rd /� !� �k� ►✓ Dlf-- This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance cs 61= up V4 re-I P. E'[�-1� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department JJ L'L) Date I f— I � ^ -6 2l Inspector � 1�V " moos NUT MOOV T F T , Building Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 10X" This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance 1 �T�--:�/f�' L.i-( rn.•Ft��l' ,f%�i"�i� �":� :�- �/YC � i�/�� 3��/Q/� Q i Q ""1"� ► _ C "i .� �26 W. CEDAR You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK C 1.1 Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a�complete inspection DepartmentG� Date Inspector A ■ �� OOT F1441 T I --AT � ,� � i FILE COPY . , _.. 1 � 1 J __: t t - . REVISED �L DATE b7--05.OZ CEJVED - ;_. ..t_ r 7 4 } i. . .. . 2002 - - ± 1426 W.CEDJZ ST.. ' - 01 —,-- - , MASO B IL[�IN IN P f0 a 'w CKANdES $U-B1ECTT( PPR��' T -pQ� N Dccumant: attoched toppptoved plap8&? ' vita (plan -Plan-riview chectUji. - Pages - flgineeripg; Y t_atetal Vertical I Number of pages_ Cz; POGRAPHY PROFILE: ' —sFDEY-AKD SETS CK------------ As structures, or any portion thereof, greater then 344rrches in height above grade must _y� maintain a 5-foot setback from property lines and easements and 10-feet from an county and state road right of ways. Structures shah O 0� g O G inckrde reef overhangs, gutters, decks, — pare%*, machaf fell equOm"t, etc. ding Pe.-mit number:_ Direction: J Scale: E'c• : ,--- - ----' .�- jj�� !App.Ova.. foro#,ce use 6r9�Q�k:ilydd�,� `!�✓r~Sc,+/C Building: 'er,Appiicant: , 81A�,r, f� 1Dete of iPlanning: :el Number: 77 9 � k ���akr i application: Env. Health. v1 I I ! wl I ; -}- -- -- I eti I ans� 1 I dtoa DoOmc is !tac�te P R r ! Wei I Plap re Ll ter I—V rticfil f Numb e of Pages PT 10 --- --._j T AP RO L ' I i I A It _ _ o la ► i t i flz �U�MIr CHA E ORMING`WORK i i s O P3+ •— � � D�! _ a , ; I i MUST BE; ; 1 ! THEE PJ ►NS .. '_ _ _ ,r"�i�N„-st<or ny WE a must y -- ---t ! OWTHE `JOB SITE - _ 'ECTION• " 3p iAdNs ? msinhirt i 5-foot setback from propeRy inns -' *r4 enements and 10-feet from all county t of ways. Structures shah I 5 and slats road right -, I I i rNf ovarhanps, quttMa, decks. -j —1- I R perches, medunica► equipment, etc. i s i TOPOGRAPHY PROFILE: Direction: Scale: Approval: for office use Building Permit number: EA,e� y!�J ,.. f� �;'�j Building: `�� Ack i ,��r Planning: �! Owner/Applicant: �v , �/ -tom 1 Date of 'tom lnk! 9pplication: Env. Health: Parcel Number: L /Q_ __ Q_ � ,fly -- - IT ry , '. �4 l y�ty p 1 r Gk � i y y --- c, A 9-1r)"*4 lire- w ,Qt� � ► � , l.� Go I .4,pa- ROB e ������ as Ne. L w Py ' s 9 9s� C7 ��► 3 7a-a y 7 g COPY D INSPECTOR MASON BUILDING o o 3 S� APPR VAL CHANGES SUBJECT TO � 319 ds— DATE �J n c Qo,5 Cl�S�/�NZa THESE PLANT ;,JUST BE CHANGES ON THE JUg SITE SUBMIT CHANGES FOR APPROVAl �e G FOR INSPECTION. PRIOR TO PERFORMING WORK MUST MEET ALL CURRENT WASHINGTON STATE CODES Washington Home Center, Inc. Floor Plan Ridgedale Discovery RE 4704J-Ron & Kathy Costanzo ------------- I'T tPINING NO Q 9" FAMILY RON EQRXM F- 94[hl', MASIER BEDROOM BATH LN'W ROOM 8EM041 OP 4.-Y' rP N*7,1 IM 1. DWOVM' P.E. 1704 4 GEORMMS, Z BATHS. PAWILT RQUO, MORNIK K04 27'-4"-iL"-17' APPROX. 1913 %. F. Al Peru uww9�AK Awrm w1c me 9-010 13 c-kW( 3."'Ar I Sliding Glass Door W/Vertical Blinds In Blank Wall 7 -Two Can Lights Over Kitchen Bar,As Applicable(UG 13 Skywindow 2'x2' (Skylight) 2 (2)Overhead Mods In Solid Oak 8 Brace Std Light For Future Customer Installed Ceiling F 14 Tower Dormer W/6 Window Treatment Exch Existing 3 Upgrade Morring Rm Window To 94x52 Move 9 24"Guest Closet,White 15 Hardi Panel Ext Siding Replace Cladwood Siding 4 Single Lever Faucet-Lavy's Each 10 White Hollowcore Wardrobe Doors: 48" 16 Coffered Ceiling In Tower W/Can Lights 5 Vitreous China Sink W/Popup&Overflow 11 Bath Bank Of Drawers(Each) 17 Can Light W/Flush Ring 6 -Two Recessed Fluorescent Lights In Kitchen(UG Ligh 12 Skywindow 2'x4' (Skylight) 18 Wall Sconce Light W/Switch Specifications subject to change. (c)1996 SoftSell, Inc. 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'� ,. f%� i`l2� ✓'•� "":i z._ NH �11 ..�` ►� � '���` � _ �.�►. {i• Nam► � d. r _:: :'!►=� -:1 _ ul 1����'=�.lhl�ll �"� �I!iiE _+ ..���i4�ii� >�'_'�- �1,;� 1•'� 111ti1i �' .�M�;�hH �,� �= Manu actwed Housin Installation on 4, =_ Y Department of Community, Trade and Economic Development s =` t-Lz ;f Office of Manufactured Housing • f j�yJ' Awarded to = ' t-t:1 Guadalupe Rodriguez -__ for successfully passing the Installer Recertification Examination, . _ In February 2001. Ray Price = 1 •;!„vim:' Assistant Director, Manager, - � �-__- Housing Division Office of Manufactured Housing '�- _- WAINS1421 2128104 l = == WASHINGTON STATE 1 -;' Certification Number Expiration Date COMMUNITY, TRADE AND ECONOMIC DEVELOPMENT -, i Building Foundations for the Future _ �•�.�W�'I�i�: E,mi-.._.. yi�7�1�"'•"'�j,1'1i � (�"^'r- Igyl��v-�.^-'�,i1',t1 ."�'.� W•► ..6 M ,1, .:1, 'M�► .J, N► :M ► d. 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I ,/•f1 . 1.1)•1i. !/i r 1'• ��• ��I ti \ Y T r �N-STATF MASON COUNTY � c �� DEPARTMENT OF COMMUNITY DEVELOPMENT 0 S u '= Planning Division y o T = P O Box 279, Shelton, WA 98684 N V Y �0 (360)427-9670 1864 NOTIFICATION OF INCOMPLETE APPLICATION June 17, 2002 RONALD COSTANZO 11699 RIDGE RIM PORT ORCHARD WA 98367 Parcel No.: 223107990731 Project Description: MANUFACTURED HOME Dear Applicant: You have submitted a permit application (case no. BLD2002-00680) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. Please contact me at (360)427-9670, ext. 577 if you have questions. Sincerely, rV Rick Mraz ---- Land Use Planner Mason County Planning Department Comments: A preliminary review of the site plan for the indicates that no proposal setbacks from property lines or the lakeshore were included on the drawings. This information is required for detailed review and processing of the building permit application. Please submit a more detailed site plan that includes this information. 6/17/2002 1 of 1 BLD2002-00680 � I ,2 PERMIT NO.: BLD MASON COUNTY BUILDING PERMIT APPLICATION2 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICAN NFORfV)A�ION CONTRACTOR INFORMATION Owner .*0, /a( i .V2.0 Contractor Name Maili Address / , ' Mailing Address City X, t©,e State�Zip Code 9S3 67 City State Zip Code Phone(—To(&O)07A/-1&49 Other Ph.( r- ) ----- Ph.( Other Ph.( Lien/Title Holder p A.04— Contractor Reg. # Address Expiration SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well Water System Name of Water System PARCEL INFORMATION- 2 digit Tay.Par gI NQ,aA 3 1,V / 7f/ O Fire District Legal Description + � / Site Address(Please include street name, street n mber and city) C7 N,i" Dir ctions to site 18 ,* n G'-o- .b L, o Will timber be cut and sb1d in parcel preparatio ? (Yes/No) /-./0 „ Is your property within 200' of the following: Body of Water(Name) 0 14a1 1" K Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs PERMANENT RESIDENCE.® SEASONAL RESIDENCE❑ TYPE OF JOB New < Add Alt---- Other Use of Building M Describe Work 4/&z- 1W o , d No. of Bedrooms-3 No. of Bathrooms_3 SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. GaraLe Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make 7 7 �f r/ Model I I Year Length '/7f2 Width Serial No. No. of Bedrooms .-� No. of Bathrooms Type of Heat /6` - Purchap Price $ 7�' rx-a -r- Replacement Unit ?(Yes/No) x,�, Installer Name t� Certification No. IM6 t NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. /J. first obtaining approval. X fis1/,.,. } 6 Date X Date /�,.� FOR OFFICIAL USE PEYOND THIS POINT Accepted by 4 i(_ Dat U ubmittal Amount Due ` Receipt No. `y ::DEPARTMENTAL REVIEW DENIED.."..'' CONDITIfV COp�$ Building DeUWment T` l8 2 U Occ Group — Type Constr. 1`i V l , A O `�J 67S df� 5� Planning D partment eA J� Environmental Health Department Public Works Department I Fire Marshal Valuation $ FEES Building Permit Fee v Site Inspection Plan Review Fee EH Review Fee Plumbing& Base Fee Planning Review Fee Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee 1001State Fee Violation Fee �� Pre-Paid at Submittal ( ) TOTAL FEES 09/13/2002 13:25 FAX 360 748 1032 WHCI SERVICE Z 001 i�`s ` . Washington Home Center Inc. `s �r to 00 c _ .... PO Box 176.Chehalis WA 98532 /000 (360)748-6649 Office (360)748-1032 Fax Service Department: 1951 N.National Avenue,Chehalis WA 98532 " To Whom It May Concern OJk. 1i Subject: Acceptable Footings for Installing Manufactured Homes �N✓ L Ref: WAC 296-150M& Champion Home Builders Co. Installation Manual Date: 9/13/02 a N11 r � Dear Sir or Madam: tN" This letter applies to the manufactured home footings being installed at the Costanzo site @ 20 NE ,df Lakeway South,Belfair, WA 98528 under Mason County Bldg Permit # 2002-00680. The footingst ov", are a 4+" concrete slab being poured by the Costanzo's in accordance with the specifications in the home's installation manual as provided for in WAC 296-150M-0600 Section 2. The manufacturer's n/ instructions in the set up manual on page 9, section 4.2.1.1 state that the footings may be pre-cast or poured in place concrete pads, slabs, or ribbons at least 4"thick with a 28 day compressive strength of at least 3, 000—psi. The manufacturer's specifications instructions DO NOT require re-bar enforcements for the pads, slabs, or ribbons. The logic being is that it: is OK to install manufactured homes on dirt with 16"x 16"x 4"pre-cast concrete pacts, plastic ABS pads,or even pressure treated plywood. Therefore,an poured in lace slab or ribbon with any amount of(or no) P Pl YP P re-bar re-enforcement(s) is at least as strong as the pre-cast pads, plastic pads, or plywood. I have included the engineering for the anchoring system that the Constanzo's are using in conjunction with the footings. The method is the"Alternate Connection" method shown on page 4 of the tie down specification. Therefore, the 4" slab of the Costanzo's is in full compliance with WAC 296-150M (the State Law controlling manufactured homes) and the manufacturer's instructions (as required by federal law). If you have any questions or need additional information, please feel free to call me. Sincerely, t /w&x- Max E. Lilly WA State Manufactured Home Installer's Certification #WAINS 2087 Exp. 4/03 Director of Service Operations Washington Home Center,Inc. rw D CC: WHCI Corporate Office ECE�V G R or 426 W. CEDE 09/13/2002 13:26 FAX 360 748 1032 WHCI SERVICE R1 002 4 i Redman Modulir�e Industries Inc.Homes, A WS Silverton, Oregon iiverton, Oregon t� Champion Home Builders Co. z } Mp- Ii I r Manufactured Home Installation Manual This manual must remain h o n m with the home for refers ce by the Homeowner. t Keep this booklet with your manufactured home. Title VI of the Housing and Community i Development act of 1974 provides you with protection against certain construction and } safety hazards in your manufactured home. To help assure your protection, the manufacturer of your manufactured home needs the information, which the Homeowner Information Cards, when completed and mailed, will supply. If you bought your home ` from a retailer or developer, please be sure that your retailer or developer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer or developer, you should promptly fill out and send a card to the manufacturer. n is t i important that you keep this booklet and give it to any person who buys the manufactured home from you. NOTE: Homeowner Information Cards are included with this manual. Tear off and send } in as required, is r G RECEIVE[-lg :. SEP 18 2002 F 426 W. CEDAR ST: 09/13/2002 13:27 FAX 360 748 1032 WKI SERVICE ID003 _ W 4 ` MANUFACTURED HOME INSTALLATION MANUAL . _CONTENTS 1 —Introduction How to use this manual 1 fi N.T 1.2 Pre-installation considerations 1.3 Safety 1 2 1.4 Important documents g1.5 Consumer information Cards 2 W - r 2—Definitions 3 �.? 4 ' 3—Site preparation ;- :. 3.1 Location and layout 4 4 l �,w.. 3.2 Soil conditions i<3 °l>: 6 3.3 Removal of organic material ' 6 3.4 Drainage 3.5 Ground moisture control .: 7 j. 4—Foundations 7 4.1 Piers 9 4-2 Footings 4.3 Other foundations 15 t: r.,,. ,a. 4.4 Special considerations 15 �- a s'. 15 4.5 Reference documents 20 5—Installation procedures t. {. 5.1 Moving home to location 20 5.2 Positioning home 20 t.t 5.3 Interconnection of multi-section homes 22 '•:,_: 5.4 Anchoring instructions 27 r.f. 5.5 Skirting 36 l 6—Installation of optional features 36 j> 6.1 Hinged roofs 6.2 Garden, bay and accessory windows 36 . 6.3 Awnings and carports 36 6.4 Installation of on-site attached structures 36 °. F. 6.5 Accessory windows 37 rl. 6.6 Miscellaneous lights and fixtures 37 _ 6.7 Optional panels, siding and molding 37 37 6.8 Exterior coverings 6.9 Telephone and cable television 37 6.10 Continuous ridge vent 37 rr ►gDERAL MANUFACTURIM I ® HousSNG OONSTRUMON LAB G SAFETY STANDARDS } APR 2 1 ZMG d: 23 ,e Page i DAPIA Approval Stamp 3j 426 W' CEDAR ST' 09i13/2002 13:27 FAX 360 748 1032 WBCI SER1710E Q004 W - _.. not specifically addressed by this manual, the beyond the pier by more than the thickness of foundation and stabilizing devices shall be the footing. When used in conjunction with designed by a qualified registered professional anchoring :systems, slabs and ribbons shall be r { engineer or architect and the installation shall be designed by a registered professional engineer 5} roved b the authority having jurisdiction. with knowledge of the anchorage requirements <�§ approved Y �1r 91 9 9 q of 5.4, and shall be acceptable to the local 4.1.5 Location and spacing —The location and authority having jurisdiction. T .. spacing of piers depends upon the size and weight of the home, the roof load zone, the type of 4.2.1.2 Pressure-treated wood — 2 x k, construction (single or multi-section}, and other pressure-tmated wood planks having 0.60 r factors such as the locations of the doors or other retention in accordance with AWPA C22 openings. Fi ures 4.3, 4.4 and 4.5 show the Standard, with the long dimensions of the g spy t . : location of piers. Tables 4.1A, 4.1 B, 4.2A and 4.213 second layer placed perpendicular to that of the ' L specify pier spacing requirements. first. Cut edges shall be painted or retreated. t f' 4.1.5.1 Sidewaii piers. Refer to Tables 4.2A Tack woad Layers to hold in place. See Figure 4.2. and 4.26 for pier spacing for homes with both -y frame and perimeter piers. Refer to Tables 4.1A 4.2.1.3 PressureAreated plywood — See trF .'• and 4.1B for pier spacing for "frame blocking ` Table 4.3 for recommended pad sizes and only"homes. thickness for use under manufactured home ` Homes also require perimeter piers on both support piers. The recommendations are based n,. on an 11-112 inch are metal support or p su rt ::xs sides of all sidewall openings greater than 4 feet �"�,;•• an 8-inch x 16-inch concrete block pier. All (such as doors, sliding glass doors and ::.' ... recommendations are for soils with a bearing --- recessed entries) and under porch posts. capacity of 1,000 pounds per square foot, upon :. Sidewail piers shall be designed for half the which the maximum pier load is based. values in Tables 4.113 and 4-213. Piers are not normally required for endwall openings. The plywood grade recommended for all pads ' PS1. Plywood beneath manufactured home Additionally, to stabilize entry doors, place one - piers must be pressure preservative treated. perimeter pier or approved adjustable outrigger _ at the hinge side of each door opening in the Pressure-preservative treatment provides sidewall except when a factory installed protection against decay, development of mold s:: outrigger is within 8-inches of hinge side of the growth, and common insect infestation_ Plywood shall be certified by the treater as door. A listed adjustable outrigger (e.g. complying with the treating, drying retention, Manufactured Housing Foundations Systems, - Inc.) is acceptable when used with 10-inch and penetration requirements of AWPB-FDN m standards. Alternatively, plywood may be minimum I-beam, located within 24-inches .'` horizontally of a frame pier and installed per the pressure-treated in accordance with American Wood Preservators Association (AWPA) outrigger manufacturers installation standard no. C-9 with salt preservatives as instructions. Adjustable outriggers are not required for sail contact exposure. allowed for other pier applications. Remove adjustable outriggers prior to any home move. 4.2.1.4 ABS Plastic Pads — Using the 4.1.5.2 Multi-section mate line piers. —Refer ABS footing pad manufacturer's instructions, select ABS footing pads that are rated for the to Table 4.2A for pier spacing for homes with soil conditi3n and applied pier loading. Install both frame and perimeter piers. Refer to Table the footing pad according to the pad i 4.113 or 4.2B for pier loading requirements for manufacturer's instructions. All footing pads s openings in mate line for multi-section homes, must be on either undisturbed soil or compacted `A 4.2.1 Acceptable types of footings fill, with all vegetation removed, and footing T. pads must be below the frost line or otherwise 4-2.1.1 Concrete— Footings shall consist of protected from the effects of ground frost heave. precast or poured-in-place concrete pads, slabs or ribbons at least 4 inches thick with a 28-day 4.2.1.5 Other Materials — Other compressive strength of at least 3,000-psi. materials may be used when approved by local Footings shall be no smaller than the minimum authorities if they provide equal load bearing '. specified in Table 4.4 for the applicable load or capacity arid resistance to decay. the pier base, whichever is greater, and the effective load area of footings shall not extend Page 9 7l a RECEIVED g SIN 16 2002 426 W. CEDAR STj 09/13/2002 13:28_ FAX 360 748. 1032 WHCI SERVICE I.A005 SAC MDUSTRMS fir IiZll ENGIIWEMM TIE lD WN SYSTEM co oF�G����� 1 �' r , GENBRAL NC '!ES '�� 9R fit! DERG [.00S: ��I4, 1% WIND ----------------- 1 Spsf (70 MPH EXPOSURE'C") WIND ————————————————25p3f (85 MPH EXPOSURE"CM) ` _ �k WIND ———————— ——————35psf (100 MPH EXPOSURE"C") #SE[SM(C ZONE ——————————4 �k SOIL 13EA[UNG -=-u-------- 1000 psf 140T.L; MAXIMUM SOIL PRESSURE i 15 1000 psf WITHOUT A SOIL REPORT, W ? *EARTH AUGERS ----------- 4750# MIN_ TOTAL LOAD CAPACITY 31501 WORKING LOAD CAPACITY k STABIL—X DRIVE ANCHORS--4750 MIN. TOTAL LOAD CAPACITY 3150f WORKING LOAD CAPACITY J4�AI. •' �, *CONCRM SLAB ANCHORS-- 4750,ft• AKIN. TOTAb LOAD CAPACITY 3150,E WORKING LOAD CAPACITY ! j *TIP. DOWN STRAPS ------- 4754,E MIN. TOTAL LOAD CAPACITY x 3150# WORKING LOAD CAPACITY TIE DOWN STRAPS MEETS FEDERAL SPECIFICATION QQ—S-78/14 POR TYPE 1, CLASS 9, _ GRAD€ 1 STRAPPING AND BE AT LEAST 1 1/4" x _035 ZINC PLATED. D ti c 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ; « ENDS OF THE MANUFACTURED HOME. � s'" •�ti��4 2. COM91NAT1ONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN B� USED. e 3. FOR ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MEVRERS -`r3 P:�,s;+" ARE SHOWN' AS"I"BF_AMS. (FOR It.LUSTRATtON PURPOSE ONLY) CHASSIS BEAMS CAN ALSO BE "C" SHAPED OR "R-C' SHAPED. 4_ SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE �•4f* MANUFACTURED HOME. 5. END TIE DOWNS CAN BE LOCATED WITHIN 16" OF EITHER SIDE OF CHASSIS BEAM jUT AXIS, AND BOLT—ON TOP CAN BE ATTACKED WAIN 18" TO 60" FRD1d END OF CHASSIS BEAM. 6. THE SIZES, TYPES, LENGTHS. ECT. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGCR, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY BE USED AT THE SAME SPACING .AND LOCATIONS SHOWN. 7. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER. 8. THIS TIC DOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1336-3 S;00-- SECTION (o)_ SAC INDUSTRIES. INC. R�a`"9�� STATE APPROVAL 1324—A EAST BEAMER 5T. .t WOODLAND, CA. �97' Au I ENGfNEERED Toomy SYSTEi1fl PH (800) 7 I A ; APPROVED .rcMfl &"81ECT TD CORRECIIOh15 M071;,p •O '` O C` .1 �nfavu dots act s,l 'horize or avl a eny aiuiashon or 4eriafiaa Ira�t reCuirorosnls of aDlafic;ofe Salta laws and U u S- sa;uls�cns. is �-01P,[tl6fll A'111Ry .V r_ - .��. '=nd C..a:m.»ray DevEloppient �( , Q DFS DSTAMDAflps BY CA C�� �4 SPA ND This ftl ApM"E46 PACIFIC CONSULTING ENGINEERS 2150 BF-M AVE_ 5UT TE 45 SACR!►MWO, CA. 95831i 5h 426 W. CEDAR ST., 09/I3/2002 13:29 FAX 360 748 1032 WHCI SERVICE Z 006 — + .+• •��� �•.tti. . . tie.. �Vll1YV1UJC ICU• IJ.1,: Lv�VI_ SAC INDEARTH AUGER TIE WN A► jC Q S a #6005 #6006 #7000 #7001 #7002 #4002 p CHASSIS r' 1 tom• SOLTrON OF'#400:Z PER / 1�70 7 5TE02EL r STRAP r - $700D 7- STEEL K'/N9LE STRArjHUL'KLE M 4� B 6005 SPLIT OLT R NUT • •'.1.,'� -N .Y ;t•J ti fit. ` NOTE 3 St,t.l: �L�Y,t •. • -• •-,t• .i} � PLAIE ;;�'d iJ'• f �G000 SERIES .,:'- •. [►kTN AUGER NOTE VERTICAL OR .ANGULAR INSTALLATION IS OPTIOPIAL INSTALLATION lNSjR T AN, I. CONTRACTORS WARNING; CHECK FIRST FOR UNDERGROUND UTILITIES. 2. INSTALL GROUND ANCHOR JNTO CROUND LEAVINC 12'-14' OF SHAI'I EXPOSED. 3. PLACE STABILIZER Pu'E NEXY TO SHAFT BETWEEN THE ANCHOR AND CHASSIS REAM, AND DRIVE 11410 CR"ll A. FINISH TURNING ANCHOR INTO THE GROUND APPLYING CONSTANT DOWNWARD PRESSURE TO fMIN1NIZE SOIL DISTURBANCE, UNTIL ANCHOR "EAD ';S FLUSH Vnm STABILIZER PLATE. 5. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 6. IF ANGLE OF SIDE STRAP IS GREATER THAN GM, STRAP CONNECTION CAN BE . MADZ FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 7. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG. Eri0 ITE 60wH Do TIE DO 14 ENS) St[ 00VIX 5EE CHART SEE CHART SEE CHART If tr U x it u W Lu , Li y I t 81 y �. A ? 3 r z La 6 S o o n at in � Id Y yl yf . .4 U_ %ve 1. l l / l / 1 ! 1 \ 1 • IV, SINGLE WIDE DOUBLE WIDE TRIPLE WIDE RECEIVED SEP 16 2002 426 W. CEDAR ST, 09/13/2002 13:30 FAX 360 748 1032 WHCI SERVICE [it007 IQl/1G/G144]1 bl:1� IIFERAUL.EYENTEW'RISES INC -> 3607481032 Hu.716 LJ003 :. SAC IND. STAEIL-x DRIVE_ TIE DOWN ANCHORS m / e e #61313 #6005 #7000 #7001 #77✓01)2 14002 cu�ssrs _ 7�000 or 70OZ Y STEEL STRAP�-�4\ ��OkiER OP^ _ ~"'� •+,� •-„r" ter'.�i:r•i g6D05 SPIT 7002 goLT & NUl 7�STEEL V STEEL ,PGOiS STABiLE-X" STRAP Tom• w/BUCKLE DR?WE ANCHOR - Wp4ou ' I•.; ca \ is005 SPLIT DROUND LINE �c�•'''-'}�'�' Bo►.t 8t NUT may.v!.•.: �a DEt,D; " •'pelt { 5�E DFTAIL�l4 VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL ' 'i STAB L—X DRIVE TIE D WN SEE DETAIL'V INSTALLATION I STE,NDQN5 I- CONTRACTORS WARtaINC: CHECK FIRST FOR UNDMROUND UTILITIES, 2. DRIVE STABILIZER PLATE INTO GROUND. 3. DRIVE CA055 RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN. 4, ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. S. IF ANGLE OF SIDE STRAP IS GREATER THF_N 60", STRAP CONNECTION CAN eF t. MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM_ I S. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TICHTEW #60D2 t BOLT UNTIL STRAP 15 SNUG, SEE NOTE #7 ' 7. #6002 ANCHOR CAN 9C USED WHERE HARD OR ROCKY SOIL OCCURS, IF THE AND NOTE JB GROUND SURFACE IS OTHER THAN ROCKY SOIL OR ►INIMUM 2` ASPHALT, USE LZ STABIL X ANCHOR OR ENCASE ANCHOR WITH 12%12`02" CUBE OF CONCRETE. !I WHEN Jr6W2 ANCHOR IS USED FOR ANY REQUIRED ANCHOR - (2) ANCWWS F MUST BE USED AT THAT LOCATION. i WIND= 70 MPH — 85 MPH — 100 MPH EXP."C" — SE:15FAiC ZONE 4 i REQUIRED NUMBER OF COMOWLM ANCHORS FOR EACH � AND M OF MANUFACTURED HOME WIDTH LENGTH WIND SPEED SEISMIC TIE OF ;7DE Na. OF END TOTAL No. OF DOWNS TIE DOWNS T1E DOWNS ! SINGLE 70 MPH ExP. C mx1 PSF I ZONE 4 1 4 2 12 WIDE 0'-78' 8 M EXP, C"-2SPSF ZONE 4 8 2 20 TO IS. 1 OD MPH i:Y.P, 1r SPSF ZDNE 4 S 2 128 DOUR 1 70 MFH Exp.-c-=i5psr ZONE 4 4 1 4 }6 I WIDE O'-78' 85 MPN C _ -2 PSF ZONE 4 4 24 TO 28' IDO b1AH EXP. C =35PSF ONE 4 12 32 T RlPIF `70 MFH EXP. C =15PSF 20NE a i S 4 WIDE 4 cX�, c =25PSF ZONE 4 8 s 28 TO 42' 1(?0 M1PH EX C aSF_ ZDNE 4 12 6 38 ��Qy SEP 16 2002 426 W. CEDAR ST. II I 09/13/2002 13:31 FAX 360 748 1032 W'HCI SERVICE am 01112/2001 07:22 TITBRADLEYENTERPRISES INC -? 35EV48!032 NO- 16 L O04 SAC IND�CONCRETE TIE DOWN AlV E�ORS #40OZ PIER CHASSIS SOLr-•ON TOP 07002 7 STEEL STRAP !- 1Wt7t1 HOLE 17000 7' 5TEEL #6005 s"g � " SU&P vI/RuCRLE #7000 17001 #7002 �•_, <• geoo4 �r #4001 �pf6003 E004 CONCI1,T 'FIE—DOW ! I STALLATION INSTRUCTIONS NEW CONCRETE 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AN0 ALLOW TO PROF CfILY CURE. 2. ALTERNATE CONNECTION REQUIRES #5 REHAR PROPERLY U14KODED IN CONCRETE. !` -�==�;`i-i = N E1C15TjIj,G CONCRETES_— i500; I. CONCRETE MUST BE A MINIMUM 3 1/2" THICK AND IN GOOD CONDITION_ �^ z. MINIMUM SLAB AREA OF EACH ANCHOR Is as SQUARE FEET. -AL7'ERNATE 3. DRILL PROPER SIZE IIDLE IN SLAB, A MINIMUM OF 12" FROM ANY 5;DE, C�)N ECT TE p 4. EXPANS1014 BOLT IS S/B" 3 I/2" WITH MINIMUM 2 3/4' EMBED161ENT AND t 6,180 POUND PULL OUT, 7,160 POUND SHEAR_ CHA55tS �'�NNECTiON - .�-. 1_ ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. IF ANGLE Of SIDE STRAP IS GREATER THAN 6D', STRAP CONNECTION CAN BE ,*` MADE FROM ANCHOR TO OPPOSITE CHASSIS 6EAW ' 3. INSERT STRAP THROUGH SPLIT BOLT_ CUT OFF EXCESS STRAP AND TIGHTEN ` WI { BOLT UNTIL STRAP IS SNUG. It NOTE'SiD£ TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. ` =' ENO TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. NOTE:A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USEEI. DRILL 9/15' HOLE AT-M!0 HEIGHT c - ►_ DF BEAM AND INSTALL 1/2" A3O7 BOLT q (TTPICAL) r SIDE VIEW END VIEW LLLr++ END TIE DOWN :- SIDE VIEW sIDE VIEW ' "Q BEIILM C�iaSclfi "F.RC" BEAj►d OI A3513 �O END TIE DOWNS CAN BE SEE. GENERAL NOTc 5 LOCATED WITHIN 18" OF EITHER SEE GENERAL NOTE #3 SIDE OF CHASSIS REAM AXIS. CONTRACTQRS CERTIFICATION Fl EI3TTFY THAT 1 HAVE IN3TALIZD TRE SAC IND., INC. ANCJHORING SYSTEM AS THE INSTALt.xnDN INSTRUCTIONS. I HAVE MADE NO MODIFIICATIONS TO THE gut-. TO THE BUILDING STRUCTURE.JD& NV' ILIAIAM. rn*rrnarrns�c r rr r U -RECEIVED . StN 16 2002 426 W. CEDAR SP av OWII `_— Suite B•16521 Highway 99•Lynnwood,WA 98037-3161 POST FRAME BUILDIN G S Everett(425)Headquarters: Puyallup:(743)640 9552 Building Des� n Administrative Headquarters: e: 1-7"24-5 FAX:(425)742d376 ToA Free: 1-600.824-9552 Contractoes Lic.is TOWNCPF099LT Q.af :Ow Fubc a Dcprn On It.' - QO� r lP ASE CHECK FLOOR PLAN Voll-up doors fit in Bays Wind MPH Draw North Arrow in Circle oll-up doors will not hit Truss Wind Exposure �i-12 Roof Pitch Eave Height Snow Load Minimum Clearance oi� N�►nG f ! ! I ► . 1 '2� x i Iris Am >F ON( i � I ► I I I i s , I I IZ- { I Ft�tsl� j Wes; F}B�t� � sTRlp � FT i I I j fl2' I 12' I ,NY 1 210 � . I i - I IColl riF --8 -- _3��. BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: Lead# Customer Signature / White-Customer Copy Canary-ice Copy Pink-Accounting C199 erma-gilt Ind4ries FR-85 08/03 nOD MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 411 No. Fifth Street//P.O. Box 279, Shelton WA. 98584 Request for Reductions in the Required Side Yard Setback Applicant: P/1> Mailing Address: 0 N E City: '&--4 A/�Q State: Zip: 76S�8 Telephone No.: 3 7,2 (�-- 2 _J 7.9 Parcel Number(s): ��� 10 ­29 0-31 zone F--C6 In your request to reduce a side yard setback standard, please state which of the following circumstances apply in your situation and illustrate these in your site plan: 1) existing lots of record as of March 5, 2002; APPROVED s, 2) one of the following exists on the lot: MASON COUNTY DCD PYAN N@n a) steep slopes, wetlands, or streams present;b) soils that restrict building or septic developmeNTE PLAN REQUIRED TO BE& SF E m c) lot width at the front yard line of no more than 5& ES SUBJECT TO APPV/ d) lot size of no more than one-half acre; By _ Date 6 q�existing improvements of buildings, septic systems; and well areas. N Explain how these circumstances preclude a reasonable development proposal from meeting the 20-foot side yard setback standard for Rural Residential 2.5, 5, 10, or 20 zones. For administrative review, the minimum side yard setback request is 5 feet from the property line; request for further reduction requires standard variance. / :vr n Cc� vG3 l i•vo A biz T I I N vim' J I'y /a cD a d �/�.4rr/f`� Q/yl.�/� '�N s� fi �'•'✓�B'�'c' 2 J2 Cif l'+Z a 41,/ l +11 ::t A e— 14 V ^/I c`17 I S2 e- -1 AST AZA-0- u.v 9 ��✓�I 4 �A 4 No G.�J G�c c.t��-'� a�r 1� Signature and date HAW0RD\C0MPLAN\side yard reduction request.doc (ahb) June 2003 q ()V 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS Qj It µo l� " o CIS VIM:) Woz v 0 G3AI3038 I�=• .mow►. � f � t •f'` ��� 1 ` ,� s �- __ airy" L _ -wr' / Aix r e AN 41( . a ^s;�- � i _ •sue=� - •_ 4_ _