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HomeMy WebLinkAboutBLD2006-00562 Final Pole Barn DDR2006-00167 - BLD Permit / Conditions - 10/26/2006 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 IP10 Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2006-00562 OWNER: DONALD INZUNZA RECEIVED: 4/7/2006 CONTRACTOR: LICENSE: EXP: • °k . ISSUED: 5/5/2006 SITE ADDRESS: 11 E MIKKELSEN RD SHELTON PARCEL NUMBER: 321343400020 EXPIRES: 11/16/2006+ LEGAL DESCRIPTION: TR 2 OF SE SW PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE BARN 101 TO HWY 3, TURN LEFT ON MASON LAKE RD,R ON MIKKELSEN RD, SITE LOCATED ON LEFT SIDE. General Information Construction &Occupancy Information Square Footage Information No.of Bedrooms: Type ofConstr.: V-B Type of Use: SF Insp.Area: No.of Bathrooms: Occ. Group: U-1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 5 No.of Stories: 1 Occ. Load: Building: Garage-Detached 1,440 Valuation: Building Height: 19 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: W 200.0 Ft. Shoreline: Ft. Water ody: NONE Model: Width: Ft. Rear: E 20.0 Ft. Slope: Ft. SEPA?: Unkn Side 1: N 20.0 Ft. Shoreline Desig.: bl tlApplicable Year: Serial No.: Side 2: S 15.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KS 4/7/2006 $319.96 S12006000 Planning Review Fee KS 4/7/2006 $155.00 S12006000 EH Plan Review TW 4/18/2006 $35.00 S12006000 Building State Fee RTB 4/25/2006 $4.50 S12006000 Building Permit Fee RTB 4/25/2006 $492.25 S12006000 Total $1,006.71 BLD2006-00562 Please referto the following pages for conditions of this permit. 1 of 5 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 IP10 RESIDENTIAL BUILDING T BLD2006-00562 OWNER: DONALD INZUNZA RECEIVED: 4/7/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 5/5/2006 SITE ADDRESS: 11 E MIKKELSEN RD SHELTON EXPIRES: 11/5/2006 PARCEL NUMBER: 321343400020 LEGAL DESCRIPTION: TR 2 OF SE SW PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE BARN 101 TO HWY 3, TURN LEFT ON MASON LAKE RD,R ON MIKKELSEN RD, SITE LOCATED ON LEFT SIDE. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: V-B Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: U-1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 5 No.of Stories: 1 Occ. Load: Building: Garage-Detached 1,440 Valuation: Building Height: 19 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline &Planning Information Make: Length: Ft. Front: W 200.0 Ft. Shoreline: Ft. Water Body: NONE Rear: E 20.0 Ft. Slope: Ft. SEPA?: Unkn Model: Width: Ft. Side 1: N 20.0 Ft. Shoreline Desig.: bWtrApplicable Year: Serial No.: Side 2: S 25.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KS 4/7/2006 $319.96 S12006000 Planning Review Fee KS 4/7/2006 $155.00 S12006000 EH Plan Review TW 4/18/2006 $35.00 S12006000 Building State Fee RTB 4/25/2006 $4.50 S12006000 Building Permit Fee RTB 4/25/2006 $492.25 S12006000 Total $1,006.71 BLD2006-00562 Please refer to the following pages for conditions of this permit. 1 of 5 CASE NOTES FOR • BLD2006-00562 CONDITIONS FOR BLD2006-00562 1) 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. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. x p Z. 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such oadsxonnect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 3) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 4 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 PP P q P P P P P PP not be ranted. In addition, a re-inspection fee refer to current fee schedule, minimum 1 hour will be charged and must be collected b the Building 9 P � ) 9 Y 9 De artment rior to an further inspections being performed or approvals ranted. P —P Y P 9 P PP 9 X 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. 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 international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspec ns,� x /o -� 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal 91-s9pproved documents will result in failure of required building inspections. x 1� 1 - 7) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use perm shalU4e applied for, reviewed and approved prior to the change. x /5 1 . BLD2006-00562 Please referto the following pages for conditions of this permit. 2 of 5 �) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 6 -� 9) This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X n L 10) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged an shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X [_ -_L_ 1 1) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit rev cation. x lS L. 12) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinan.e or regulation, must be reviewed and approved by Mason County prior to construction. X 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. 14) All property lines shall be clearly identified at the time of foundation inspection. X .� 15) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason ounty ordinances and building regulations. X . 16) 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 avp_;. revented action from being taken. No more than one extension may be granted. X BLD2006-00562 Please referto the following pages for conditions of this permit. 3 of 5 17) -'Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connec,�ors-,and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X (JJ . 18) Appred per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X / - -T - 19) Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.Zoning is Rural Residential 5. x 1 -�- 20) 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 �1 21) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet the setback conditions listed. X (� 22) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved—,Site Plan"to ensure these structures are shown and meet the setback conditions listed. x P - L . 23) This p cel is located in a smoke management zone. Please contact a fire warden at(360)427-9670 ext. 459 for further information. X s - 77 24) ""*FIRE MARSHAL REVIEW: THIS LOT IS INSIDE A SMOKE MANAGEMENT ZONE-4 X 4 FIRES ONLY PERMITTED. CONTACT FIRE WARDEN FOR FURTHER INFORMATION AT 360-427-9670, EXTN. 459. 25) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet the setback conditions listed. X 26) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. X • BLD2006-00562 Please referto the following pages for conditions of this permit. 4 of 5 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 continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to 'the above described propert .nd structir fo r view and inspection. OWNER OR AG EN' DATE: -� • BLD2006-00562 Please refer to the following pages for conditions of this permit. 5 of 5 TT I tN ' o CONCRETE MECHANICAL MANUFACTURED HOME � , Date By _.._ ..,..,,., Fool. /S¢tbaoics Gas Piping Ribbons o Interior0ate By Interior-Date By Date By D NExterior L1ate�� � By r,' Exterior-Date l3 Set-up p INSULATION p Point Load I isolated Footings Date By BG I SLAB INSULATION - Z Date By Data ay FIRE DEPARTMENT r Foundation Walls Floors Date By p Date By Data ay DECKS FRAMING walls Date By Date F,3y Dato By PROPANE TANKS PLUMBING Vault Date 8y Date By _ OTHER Groundwork Attic Type: Date L y Date By Date By D.W.v DRYWALL Type: Int.Brace Wall pate By W Date By pate By FINAL INSPECTION 0 'Water Line Fire Seperation. C Date By Date By Date By C m to Pass or Request Inspect. c Type of Insp. Fail Date Date Done By ` Comments CA o ��Tr'�Ip`55 N '3 6 r a 8 a S Il bG (K 21 06 Old 0 0 w �I C~ M/ICfCF'Ls�iJ �� qo ` PLAN PLOZ REVISION , PLAP*W-loyEp�VISIUN � DATE_- -RECE._ED DATE-----------� ,, •'tp� MASON COUNTY DCD PLANNINGkA SITE PLAN REO' "I ) TO DE ON SITE CHANGES Sv'3, L,;f' TO ARPROVAL A' �f 5 r _ �I�evE-�•aY CtdxD . 40 :4 s � r t D p Request To Revise An Approved Plan C), (�- I Permit Number: BLD2W -D aS 1 � Name_ '0a " _..d V Z y CA Parcel Number - 3 41 b 0 zo Phone Number daytime (3,60 ) Project Address /( E M. k&/&a,.,, RD Mailing Address J I C' d2,k A214.00l )e,#4 ,� kel lore WA gSSY K Please provide a complete, detailed description of the proposed revisions to the approved plans: TO Q Oki r 1 (,t,S eeg 1y10,0i7'1 &P L -r Are two sets of the revised plans or addendum indicating the changes included? la Yes ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? a Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? 0 Yes ❑ No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural char es to a"designed"Dian will be LiPpLoved without the written consent of the engineer and/or architect of record. Does the proposed revision modify the footprint or location of the structure? ❑ Yes Dil No If Yes,Is a revised site plan,.with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: Applicant's signature awe DateS J 7-- O Office Use Only Received by: 1%!y'u Date Sent Assigned To Approved By Date B. Original Valuation: $ Additional Valuation: $ Sq.Ft 14P 5 Z Sq.Ft. x$ $ E.H. Total New Valuation $ P W Additional Fees: Additional Planning Dept. $ Additional Plan Review $ New Setbacks: Front / Rear / Additional Building Permit $ Side1_ / Side2 / Additional Plumbing $ Additional Conditions/Comments: Additional Mechanical $ Additional E.H.Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ Tech kkw Revised SRG W22rIM • 48'-0" I POST / BRACING NOTES ITEM DESCRIPTION 12'-0" 12'-0" 12'-0" 12'-0" 6X6 P.T. #2 H—F POST O O AO AO OUSE 4'-0" (MIN) EMBEDMENT DEPTH, 24"0 FOOTING AND GRANULAR BACKFILL OP.T. DOOR POST B (SEE GENERAL NOTE 4) o I o N N N N N IY IY 1 O O O Z m I o f o f ui Z OCD N 7b0 0 O N O C' N I I I OI O 3068 MD O O O O O Q o GENERAL NOTES 1. ORIENT POSTS AS SHOWN. SEE SECTION VIEW DRAWING FOR POST �Q 0 EMBEDMENT DETAILS. 1p PLAN VIEW 2. ALL POSTS IN CONTACT WITH GROUND SHALL BE PRESSURE OZ d TREATED TO 0.60 pcf RETENTION CCA. z.' ALLIANCE ENGIN ERING 3. PERSONNEL DOORS) AND WINDOWS) SHOWN MAY BE LOCATED BY THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY www.polebuildingengineering.com LOCATED ON THIS DRAWING. 39188 4. DOOR POSTS MAY BE SIZED, LOCATED AND EMBEDDED BY THE O S' �w 2700 Market St• Salem, Ore on 97301 503 589-1727 CONTRACTOR UNLESS NOTED OTHERWISE. OWNER BUILDING 5. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCESSSJUNAL cOENT LOCATION ROCHESTER LUMBER DON INZUNZA PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. PO BOX 219 11 EAST MICKELSEN RD ExPIREs: 12O ROCHESTER, WA 98579 SHELTON, WA 98584 ©ALUANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 DWG NO: JOB N0: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RS IPLOT 0. 96 1 PFB-01 Of 07 130936 ACCESS & GRADE WORKSHEET DA jo �6 ADDRESS �, l ELK r-..L�r INSPECTOR DRIVEWAY ACCESS Length: Width: Surface: Size of turn-around: Condition of shoulders: Vertical clearance: �--� need post at end of driveway with reflective address numbers. GRADE,OF DRIVEWAY �U� % OF ROAD % ROAD ACCESS Length: Width: Surface: Condition: Vertical clearance: ( ) BURN PERMIT REQUIRED FOR LAND CLEARING FIRE. (�) LOT INSIDE SMZ, 4X4 FIRES ONLY. ( ) LOT INSIDE UGA, NO OUTDOOR BURNING PERMITTED. LOT TOO SMALL FOR: BURN PERMITS 4X4 FIRES. REMARKS (continue remarks on back) 12 4p 12'X12' OHD 48'-0" 30'-0" r 1 REAR EAVE VIEW LEFT GABLE VIEW 18" OVERHANGS INSTALL PER OVERHANG DETAILS DRAWING 12 TYP 4 p I I 0 0 I I 3068 MD 48'-0" 30'-0" f '1 FRONT EAVE VIEW H" RIGHT GABLE VIEW ----_-ELEVATION ELEVATION VIEWS AttlANCE ENGIINEED 1\t t www. olebuildin en in rin i r � p g g ee g.com J� I NG:' CIS t�02700 Market St• Salem Ore on 97301 (503) 589-1727 '10NAL� ROCH STER LUMBER DON INZUNZA G LocATION PO BOX 219 11 EAST MICKELSEN RD ROCHESTER, WA 98579 SHELTON, WA 98584 JOB N ©AWANCE ENGINEERING OF OREGON. INC DATE: 23 MAR 06 DWG NO: O: REV IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: IRS PLOT O 128 PFB-02 Of 07 130936 INSTALL TOP GIRT AND OUTRIGGER 2X6 #2 D—F PURLINS ® 24" (MAX) O.C. PER OVERHANG DETAILS DRAWING NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS (6) 16d OR 20d NAILS NAIL 2X6 BLOCKS TO TRUSSES (1) 3/4"0 A-307 BOLT W/ (2) 16d OR 20d NAILS EA SIDE W/ NUT & FLAT WASHERS EA SIDE 2 4 C (4) (MIN) 16d OR 20d NAILS (3) 3/4.0 A-307 BOLTS W/ NUT & FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH (SEE STANDARD DETAILS PRE—ENGINEERED TRUSSES BY OTHERS FOR BOLT SPACING & BLOCK SIZE) SEE DETAIL 1 DETAIL 1 POST O X Q INSTALL (3) 20d NAILS 2" DEEP IN EA POST FACE ® MID—SLAB 29 GA METAL SHEATHING DEPTH FOR POST CONSTRAINT TYP ROOF AND WALLS PERIMETER POST 2X6 #2 D—F GIRTS ® 24" (MAX) O.C. BOTTOM GIRT NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END P.T. BOTTOM GIRT SEE DETAIL 2 NAIL TO POST W/ (6) 16d OR 20d NAILS EA END 4" (MIN) CONCRETE FLOOR BACKFILL PER POST/BRACING NOTES ON PFB-01 (SEE CONSTRUCTION NOTES) i DETAIL 2 6" THICK CONCRETE FOOTING / (SEE CONSTRUCTION NOTES) BUILDING DATA GENERAL NOTES WIDTH: 30'-0" LENGTH: 48'-0" 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE EAVE HT: 14'-0" AT 24" O.C. BY THE CONTRACTOR WITH 2X ROOF SLOPE: 4 IN 12 BLOCKING BETWEEN MEMBERS OR WITH TRUSS SPACING: 12'-0* SIMPSON LU26 HANGERS (OR EQUAL). IF 2X _ _ SECTION A BUILDING CODE..- BLOCKING IS USED, THEN NAIL BLOCKING N N ENG[ EERING POST WITH (6) 20d OR (6) 16d NAILS (MIN.). ,WIND LOAD: 85 MPH NAIL GIRTS TO BLOCKING WITH (2) 20C OR (3) c/ ALLIA, EXPOSURE: B 16d NAILS AT EACH END. 39188 �`� www.polebuildingengineering.com SNOW LOAD: 25 PSF 2. PURLINS MAY BE INSTALLED WITH SIMPSON �,� � �IfiI E�Fl� `�?� 2700 Market St• Salem, Ore on 97301 _ 3 589-1727 DEAD LOAD: 3 PSF LU26 HANGERS (OR EQUAL) SEE NOTE 15 ON ��SlOpiA�6N� CLIENT OWNER RUILDINc LocnnoN SOIL BEARING: 1.5 KSF THE CONSTRUCTION NOTES, OVER—LAPPED, OR SEISMIC ZONE: D BUTTED ON THE TRUSSES AS REQUIRED BY ROCBOX 21 LUMBER DON EAST MI A IBC: 2003 THE CONTRACTOR, EXPIRES: 12/04/�7 PO BOX 219 11 EAST MICKELSEN RD L-11 _ _ ROCHESTER, WA 98579 SHELTON, WA 98584 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 JDWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: IRS PLOT Ck 64 PFB-03 Of 07 130936 0 1 • TRUSS HEEL (6) 16d OR 20d NAILS • 2X BLOCKING BETWEEN GIRTS • W/ (10) 16d OR 20d NAILS IN EACH BLOCK • PLACE NAILS AT 1-1/4' (MIN) FROM BLOCK EDGE & AT 2-1/2• (MIN) O.C. TRIM BLOCK FOR TIGHT FIT TYP (3) PLCS ON EACH GABLE WALL CORNER POST UNDER EACH TRUSS HEEL GIRT POST �V cry O,� d 3'3o o NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. �O RF 39188�n ,o CIStE1Z � GABLE TRUSS "ONTAI,E�'`� N.T.S. EXPIRES; 12/04/0 GENERAL NOTES FRAMING DETAILS 1. IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE ALLIANCE ENGIN EERI TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED NG TO ACCOMMODATE THE REMAINDER OF THE NAILS. www.polebuildingengineering.com 2. IF GIRTS ARE INSTALLED COMMERCIAL STYLE PER GENERAL NOTE 1 ON SECTION A DRAWING THEN INSTALL 270 I Market St• Salem Ore on 97301 503 589-1727 2X CORBEL BLOCK W/ QUANTITY OF NAILS SHOWN. OWNER BUILDING LOCATION PLACE NAILS AT 1-1/4• (MIN) FROM BLOCK EDGE & AT ROCHESTER LUMBER DON INZUNZA 2-1/2• (MIN) O.C. PO BOX 219 11 EAST MICKELSEN RD ROCHESTER, WA 98579 SHELTON, WA 98584 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 DWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAVANG TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RS PLOT O�16PFB-04 of 071130936 NAIL OUTRIGGER TO PURLIN BLOCK 2X6 #2 D—F OUTRIGGER W/ (2) 16d OR 20d NAILS EA SIDE NAIL—LAMINATE TO TRUSS TOP CHORD OR RAFTER PURLIN BLOCK TYP W/ (2) ROWS OF 10d NAILS ® 4" O.C., STAGGERED INSTALL PER DETAILS ON OUTRIGGER MUST EXTEND INTO THE BUILDING 18" (MIN) SECTION VIEW DRAWING NAIL OUTRIGGER TO POST TYP W/ (6) 16d OR 20d NAILS TYP TRUSS OR RAFTER 2X6 #2 D—F FASCIA INSTALL PER DETAILS ON NAIL TO OUTRIGGER W/ (2) 16d OR SECTION VIEW DRAWING ,,[::::� 20d NAILS INTO EA OUTRIGGER PURLIN TYP 2X6 #2 D—F OUTRIGGER OUTRIGGER MUST EXTEND INTO THE 2X CONTINUOUS BLOCKING BUILDING AT LEAST (1) TIMES H BETWEEN TRUSSES OR RAFTERS CORBEL BLOCK LENGTH OF THE OVERHANG INSTALL PER NOTE 15 ON INSTALL PER DETAILS ON OR TO THE FIRST PURLIN CONSTRUCTION NOTES SECTION VIEW DRAWING 2X6 #2 D—F TOP GIRT 7 EAVEWALL POST ATTACH TO OUTRIGGER WITH SIMPSON LU26 HANGER OR EQUAL INSTALL PER MFR'S SPECIFICATIONS TYPICAL EAVEWALL OVERHANG DETAIL ALTERNATE EAVEWALL OVERHANG DETAIL STACKED PURUNS ® TRUSS OR RAFTER L HUNG PURUNS ® TRUSS OR RAFTER N.T.S. N.T.S. NAIL PURLIN TO 2X BLOCK W/ (2) 16d OR 20d NAILS �� N TOE—NAIL TO TRUSS OR RAFTER W/ (1) 16d OR 20d NAIL 2X SOLID BLOCKING BETWEEN PURLINS Q� / �Q 2X6 #2 D—F GABLE FASCIA TOE—NAIL TO TOP OF PURLIN NAIL TO EA PURLIN W/ (2) 16d OR 20d NAILS W/ (1) 16d OR 20d NAIL Co 'L TOE—NAIL TO TOP OF TRUSS OR RAFTER NAIL PURLIN TO OUTRIGGER W/ (2) 16d OR 20d NAILS EA SIDE 3i3 O W/ (3) 16d OR 20d NAILSt� 2X EAVE FASCIA CONTINUOUS PURUNS `�� R 39188ST �w� 2X6 #2 D—F GABLE FASCIA SUPPORT GABLE TRUSS OR RAFTER �SSfONAL�NG ATTACH TO OUTRIGGER W/ SIMPSON LU26 HANGER OR EQUAL NAIL FASCIA TO SUPPORT SIMPSON CS16 STRAP OR EQUAL EXPIRES: 12/04/0 W/ (2) 16d OR 20d NAILS WRAP OVER TOP OF OUTRIGGER NAIL EA SIDE TO TRUSS OR RAFTER 2X6 #2 DNAILOTO PLAGGECE(8) 10d NAILS EA END OVERHANG DETAILS PLACE ® 6" (MAX) FROM OUTRIGGER END W/ (6) 16d OR 20d NAILS TYP EA OUTRIGGER AT CORNER POST ALLIAINCE ENG [NEERTCORBEL BLOCK TOP GIRT 1 ATTACH PER DETAILS ON NAIL TO POST W/ (4) 16d OR 20d NAILS www.polebuildingengineering.com NG FRAMING DETAILS DRAWING CORNER POST 2700 Market St• Salem Ore on 97301 503 589-1727 CLIENT OWNER BUILDING LOCATION TYPICAL GABLE WALL OVERHANG DETAIL ROCHESTER LUMBER DON INZUNZA PO BOX 219 11 EAST MICKELSEN RD ROCHESTER, WA 98579 SHELTON, WA 98584 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 DWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAMANG TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RS PLOT O 24 1 PFB-05 Of 07 130936 1 2" CORBEL BLOCK & POST 2" I TRUSS OR RAFTER HEEL TRUSS OR RAFTER HEEL CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES. CORBEL BLOCK FREE OF "' z BEFORE AND AFTER NAILING SPLITS, CHECKS, AND SHAKES. TRIM FOR TIGHT FIT BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT A-307 BOLT W/ NUT AND �r FLAT WASHERS EA SIDE Z z A-307 BOLTS W/ NUT AND w FLAT WASHERS EA SIDE 04 (STAGGERED AS SHOWN) z POST z POST z NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. SEE NOTE: THIS DETAIL IS FOR BOLT LOCATION AND SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. CONTRACTOR TO CORBEL BLOCK SIZING ONLY. SEE SECTION VIEW PROVIDE PROTECTIVE COVERING OR COATING FOR ALL CORBEL BLOCKS, BOLTS, FOR ACTUAL BOLT SIZE AND QUANTITY TRUSS HEELS AND RAFTER HEELS DIRECTLY EXPOSED TO THE ELEMENTS. REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING OR COATING FOR ALL CORBEL CORBEL BLOCK CORBEL BLOCK BLOCKS, BOLTS, TRUSS HEELS AND RAFTER FOR 2 OR MORE BOLTS F HEELS DIRECTLY EXPOSED TO THE ELEMENTS. ( ) OR (1) BOLT #14 x 7/8" STITCH SCREWS ® 24" PANEL OVERLAP #9 X 1-1/2" O.C. MID SPAN.—� #9 X 1-1/2" SCREWS SCREWS 7 91, 29 GA METAL SHEATHING (MAX) /// 1/2" (MIN) EDGE DISTANCE 2X (MIN) FRAMING MEMBER #9 X 1" LONG SCREWS ® 9" O.C. (MAX) 2X (MIN) FRAMING MEMBER NOTE: NO STITCH SCREWS REQUIRED 9" 2X (MIN) FRAMING MEMBER FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9" O.C. ADJACENT (MAX) /-29 GA METAL SHEATHING TO EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MIN.) FROM PANEL EDGES. INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. 2X (MIN) FRAMING MEMBER #9 X 1-1/2" SCREWS �� H � TYPICAL SCREW SCHEDULE ® 9" O.C. (MAX) ` �� ° f` N.T.S. FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1-1/2" AT 9" O.C. ADJACENT TO EACH OF THE MAJOR RIBS. PARALLEL TO THE C � STANDARD DETAILS_ PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/2" SCREWS SHALL BE SPACED ---- AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW 3'3� ALLIANc E ENG IN�E]�I SPACING AT TERMINATING EDGES). THE FASTENERS SHALL BE 1/2" (MIN) FROM �� www. olebuildin en ineerin com PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X d� 39108 w P 9 9 9 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24" O.C. �, E(;,s—rc�i��� � 2700 Market St • Salem, Or on 97301 �50�) 589-1727 (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED U CLIENT OWNER BUILDING LOCATION suBSHEATHINc• ALTERNATE SCREW SCHEDULE �5�,_f°rJaL��' ROCHESTER LUMBER DON INZUNZA 3 PO BOX 219 11 EAST MICKELSEN RD N.T.S. Ey,(>IRES: 12/04/�7�� ROCHESTER, WA 98579 SHE JON, WA 98584 QALUANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 DWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RS PLOT 0. 16 PFB-06 Of 07 130936 1 POLE BUILDING CONSTRUCTION NOTES- 1. UNLESS NOTED OTHERWISE, ALL CONCRETE f'c SHALL BE 2500 PSI MINIMUM AT 28 9. IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, THE CONTRACTOR DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO SHALL INSURE THAT THE SAND IS SATURATED PRIOR TO BACKFILLING AND IS PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED. COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 2. ALL SOLID SAWN LUMBER 5"X5" AND LARGER SHALL BE ROUGH SAWN VISUALLY GRADED TIMBERS UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER SHALL BE AT LEAST THE 10. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS STANDARD OR BETTER. No. 2 DOUG—FIR MAY BE SUBSTITUTED FOR No. 2 HEM—FIR. DRAWING UNLESS NOTED OTHERWISE. 3. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE MANUFACTURER OF 11. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY THE PRE—ENGINEERED TRUSSES HAVE BEEN INSTALLED IN ACCORDANCE WITH THE WITH IBC SECTIONS 2303 & 2304. MANUFACTURER'S INSTRUCTIONS. 12. ALL NAILS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED 4. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE CONTRACTOR SHALL INSURE GALVANIZED. THAT THE BACKFILL IN THE POSTHOLES IS CAST AGAINST UNDISTURBED SOIL. 13. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL 5. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR PUBLICATIONS BSCI—B1 AND BSCI-610. FINISHES. 14. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS OF THE PANELS 6. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. THE TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END CONTRACTOR SHALL INSTALL (10) 20d NAILS 2" DEEP INTO (2) OPPOSITE POST FACES UNLESS COMMERCIAL GIRTS ARE USED. ON EACH POST BELOW GRADE. NAILS MAY BE OMITTED IN BUILDINGS WITH A 4" (MIN) CONCRETE FLOOR. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 15. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, THEN OMIT THE PURLIN BLOCKS AND INSTALL 2X CONTINUOUS BLOCKING TO MATCH POST WIDTH BETWEEN 7. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, THE BACKFILL RAFTERS/TRUSS TOP CHORDS. LOCATE BLOCKING AT THE TOP OF THE SHALL BE 5/8" TO 3/4" (—) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL RAFTERS/TRUSS TOP CHORDS AND NAIL EA SIDE WITH 16d NAILS AT 12" (MAX) O.C.. INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED CONTRACTOR TO VERIFY THAT THE WIDTH OF THE TRUSS TOP CHORD IS EQUAL TO AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. OR GREATER THAN THE PURLIN WIDTH, PRIOR TO CONSTRUCTION. 8. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE WELL—GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. ABBREVIATIONS & SYMBOLS: CONSTRUCTION NOTES ' ENG [NE�i R D—F DOUGLAS FIR OPP OPPOSITE ALLININCE TEA EACH PLCS PLACES �� 1 GA GAUGE P.7. PRESSURE TREATED 39188 ,, www.polebuildingengineering.com GLB GLUE LAM BEAM TYP TYPICAL F HEMLOCK FIR OW 2700 Market St • Salem, Ore on 97301 50 589 D —1727 M MAN W/ WITH F�SJ01��;�LE�� CLIENT OWNER BUILDING L O CATION j MFR'S MANUFACTURER'S ® AT ROCHESTER LUMBER DON INZUNZA O.C. ON CENTER 0 DIAMETER EXPIRES: 12/04/a? PO BOX 219 11 EAST MICKELSEN RD ROCHESTER, WA 98579 SHELTON, WA 98584 DALLIANCE ENGINEERING OF OREGON, INC DATE: 23 MAR 06 DWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RS I PLOT m 1 P F B—0 7 Of 07 130936 . . F7` MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICAUbINFORMATIOtJ CONTRACTOR INFORMATION Owner O (.A Id 2aA)2.4 Company Name Mailing Address // F• M1kA_jF-LS46A1 JQ16 Mailing Address City S L AJL tate_WA Zip Code S'8` City State Zip Code Phone 6- "7 Other Ph. y26- 373 Phone Other Ph. Lien/Title Holder cou 'Tlt Y WIP M-1M a LAWS Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel Ni . 3 ooD1Ao Fire District Legal Description 2-/ 3W Sfc• 3 Site Address (Please include street name, street number and city) Directions to site WY 37,0 MAS0nI 4-4ke RA. (TowA A G/rN /1I c,F 4coll,46t2 o M So L.gKE AN M F' Will timber be cut and sold in parcel prep�ratibn?Yes f o Is property within 200' of Saltwater I v Lake w River/Creek Pond o Wetland�u Seasonal Runoff Strew© Slopes or Bluffs 15% Is this permit submittal the result of a Stop Work Notice,Correction N tice or other enforcement action?Yest o ) TYPE OF JOB - New �- Add Alt Repair Other., (IRI ARY REST)EM SEASONAL ❑ . Use of Building describe Work ' No. of Bedrooms No. of Bathrooms Square Footage - 1sf Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Atta hed Detached MANUFACTURED HO INFORMATION - Make `%fVl el` Year Length Wid Serial No. No. of Be�fboms o. of Bathrooms Type of Heat Purchase Price Replacen)e it? Yes/ No Installer Name Ceitv.ic on No. OWNER/BUILDER Acknowledges submission of inaccurate information may result irr,6 stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners1egal representatives o�01 �°�rt"�i'�tf1�r declare that I am entitled to receive this permit and to do the work as proposed in ttie applicatipnA declare that I Wh n from all the necessary parties. If permission is required from any easement holder or any Qther.party in interest r application or the work proposed in the application, I have obtained permission from them to apply for this and conduct thgworl���gppsLqq§owner or agent on owners behalf, represents that the.irtformation provided is accurate, gr is employees of Ma'ton t c the above described property and structure for revievf and inspection. This permit/applicabon becomes null & void if work or authorized cogS�r}�ction is not commenced within 18,0 if construction work is suspended for a period:of 180 days. PROOF OFMT,FgI�t4TC �`I�VDRJ(IS BY MEANS O A P O�RESS I SPBCTION:INACTIVITY OF THIS PERMIT APPLICATION OF 180 Y WILL I (}'�TREAPPLICATION. X 0 WAZE12 Date: wne /Owners Repre /contractor (indicate which one) FOR OFFICIAL USE BEY ND THIS POINT Accepted by: Date _ �+Y✓ DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Y Planning,Qe .a[tment Environmental Health Department Fire M shal ` FEES Building Permit Fee 1. 2S— Site Inspection Plan Review Fee 6 EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee _ S� Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES � MASON COUNTY tic, DEPARTMENT OF COMMUNITY DEVELOPMENT cc ( 411 No. Fifth Street//P.O. Box 186, Shelton WA. 98584 360.427.9670 ext. 352 Request for Administrative reduction in the Require P(s;A HE For administrative review, the minimum variance on a ya� ecfue i L et from the side lot lines and 10 feet front and rear lot lin a uesfTor further reduction requires standard variance. Setbacks are measured from t e u est projection of the structure. Applicant/Owners: O a Ad I N Z(J/V z 0 Mailing Address I I & M r kbC/So D City: . � ffel /y ry State: ►Cl Zip: l IL Site Address: _ -�A r� it Telephone No.: y 24 3 2-3 Z Parcel Number(s): 3 Z 13 L/ 3 l/ 6o d;p_O Zoning Requested Variance: Front / Rear • Side�Yard (please circle all that apply) Requested setback variance: �- 3 FT. An illustrated site plan is required: Your site plan must show the following: north arrow, abutting street or easements,set backs to all property lines and existing buildings, slopes, surface water,wetlands,critical area, septic, well and driveway. Show all proposed new development. The following circumstances must apply. Front and or Rear Yard requirements: 1) Existing lots of record as of March 5, 2002; You must meet one of the following. (Please circle all that apply) 2) One of the following exists on the lot: a) steep slopes, wetlands, or streams present; b) soils that restrict building or septic development; c) lot width at the front yard line of no more than 50 feet; lot size of no more than one-fourth acre; V xisting improvements of buildings, septic systems, and well areas. Side yard requirements: 1) Existing lots of record as of March 5, 2002; You must meet one of the following. (Please circle all that apply) 2) One of the following exists on the lot: a) steep slopes, wetlands, or streams present; b) soils that restrict building or septic development; c) lot width at the front yard line of no more than 50 feet; d) lot size of no more than one-half acre; e) existing improvements of buildings, septic systems, and well areas Badministativevariance.doc (tw) February 05 Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. o V`,0 l n/ d v i d �/�C R O u C�' S� r L �f'�0.1 A/ frwtnt/n Owner/Agent (please indicate) Signature and date Official Use Onl y Approved t�u� , /ci Date ' Denied Date Reason for denial: I:\administativevariance.doc (tw) February 05 1.05.030 Variances 1.05.031 Purpose The purpose of this Section is to provide a means of altering the requirements of this Ordinance in specific instances where the strict application of these regulations would deprive a property of privileges enjoyed by other properties which are similarly situated, due to special features or constraints unique to the property involved. 1.05.032 Use Variances Prohibited No variance shall be granted to permit the establishment of a use otherwise prohibited within the development area in which the property concerned is located,except as provided in Section 1.05.018(B). Applications for such variances shall not be accepted for processing or review. 1.05.034 Granting of Variances Authorized A. The Board of County Commissioners shall have the authority to grant a. variance from the provisions of this Ordinance when, in their opinion,the conditions set forth in Section 1.05.036 have been met. The Board shall have the authority to attach conditions to any such variance when,in their opinion,such conditions are necessary to protect the public health, safety or welfare,or to assure that the spirit of this Ordinance is maintained. B. The Administrator shall have the authority to grant a variance from the provisions of this Ordinance when the granting of such variance will result in a measurable deviation of ten(10/o)percent or less from the provisions set forth in this Ordinance. In issuing such variance,the Administrator shall make a positive determination that the conditions set forth in Section 1.05.035 have been met. The Administrator shall have the authority to attach conditions to any such variance when,in his(her)opinion,such conditions are necessary to protect the public health,safety or welfare,or to assure that the spirit of this Ordinance is maintained. C. The Administrator may allow a reduction in the required front yard setback by administrative variance under the following circumstances: for existing lots of record as of March 5,2002,where physical attributes of the lot (such as steep slopes,wetlands,streams,soils; lot width at the front yard line of no more than 50 feet or lot size of no more than one-quarter acre; and existing improvements of buildings,septic systems,and well areas) preclude a proposed development from meeting the 25-foot front yard setback standard. The front yard setback shall be the minimum necessary to accommodate a reasonable development proposal,but not less than 10 feet distance from the property line or any easement boundary. The Administrator shall document in the property file the rationale for said administrative variance decision. D. The Administrator may allow a reduction in the required side yard setback by administrative variance under the following circumstances: for existing MASON COUNT Y DEVELOPMENT REGULATIONS June 2003