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C) Fail Date Date Done By CD Comments 4 C) Type f Insp. 0 qjll /f I Lt Lot. *Ln- CD 0 0 :3 91: 0 ............ 0 5 En 3 (D 0 -70 MASON COUNTY PERMIT NO. 2 IQIJ—M4 .� . DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL _ WWW.CO.MASON.WA.US (360)427-9570 Shelton ext.352 _- Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 Tics PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: y7v t C'r h W ; kC'w 5 k: NAME: —11-& OIANII sjNr\�- &I G v- MAILING ADDRESS: 23v W nt , MAILING ADDRESS:(lS 11 Le+hon a N - CITY: STATE: WA ZIP:91'6W� CITY:0n(LeC STATE: _ZIP: I,&SC)6 PHONE:�,60-L(z:-ggzo CELL: PHONE:360 3ST--7-y6�CELL: EMAIL: C 1„vc 2 Z(2� ! ct,,d.co e) EMAIL: K t M (t9 Save 41.S--vx,� 0,J' . Cb-PI L&I REG EXP. / / PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 12 W2—75 t' a5(,) FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS- (-) T CITY S DIRECTIONS TO SITE ADDRESS IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO❑ TYPE OF JOB: NEW ❑ ADDITION ❑] ALTERATION W REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) l IS USE: PRIMARY ❑ SEASON NUMBER OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK A&c SQUARE FOOTAGE: 1ST FLOOR sq. ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED ❑ DETACHED ❑ CARPORT sq. ft. ATTACHED ❑ DETACHED ❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null 8,void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. ACTMTY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. x "D slz -4 / Z004 Signature of Appii nt Date —� x OWNER/ REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Chuck&Diane Witkowski 230 W Pine Acres Smith souild Shetton,WA 98584 360 427-9820 Solar, t ta«ckWii�s�w,kil2��rct�Lt,a Solar Array Roof Specs; Modules: • 18 x Itek Energy 275 Watt Inverters: • Eltek Theia 4.4 (on garage wall) Mounting: • 36 x SnapNrack Standoffs & Flashing • 122' of SnapNrack rail length _Weight &Area: • Modules: (43 Ibs x 18 modules) = 774 Ibs • Rails & Flashing: [(.56 Ibs/unit x 36 ft) + (.75 Ibs/ft x 1221] = 112 Ibs • Rail Hardware (mid & end clamps): (.17 Ibs/unit x 24) + (.24 lbs/unit x 24) = 10 Ibs • Total Weight: 896 Ibs • Area of solar array: [(64.8" x 39.1")/144" x (18)] = 317 square feet • Weight per area: 2.8 Ibs/square foot • Weight per standoff: 24.6 lbs/standoff 18' n c n w �W(D CD go Nj 0 UD w N CA D C5 CA 00co 0 77 v n o rt Ln • 0 V1 LO U� C O_ • ' .�._ - - •-—wee. ® „-. i.1J N �e o o .. CD • A 0 �.. N F'` 4 ° n N`. 0 0 a 3rn00 o Oo�D � O. (�D X ' --re 1Ya Wig_ a E D — A rD n (D G • n w • Q _ Fo. rt O is— CD Ln CD N C) o N Z A • Ln • A O ON N ' W z Ol 0 NN 0 ��•r0 flJ ¢ N c ..Nx N- n *o a'c� • V D 0 LA0 A • W lO ou z 0 • m W Q n "f N X o1 Max Rail Spans Between Standoffs (FT.) 39"X66tt Modules Tilts of 19*or Less Tilts 20*to 30* Tilts 31*to 45* Tilts 46*to 60` Ground Snow wind speed Wind speed Wind speed Wind speed Load(PSF) (Nominal 3-sec.Gust in mph( (Nominal 3-sec.Gust in mph) (Nominal 3-sec.Gust in mph) (Nominal 3-sec.Gust in mph( 85 90 1100 105 110 120 135 150 85 90 100 105 110 120 135 150 SS 90 300 105 110 120 135 150 85 90 S00 105 110 120 135 150 0 S* 8* 6 6 6 *6 4 *4 S 8 8 8 *S 6 6 *6 8 8 8 8 *8 6 6 *6 8 8 8 8 *8 6 6 *6 0-10 8* 8* 6 6 6 *6 4 *4 8 8 8 8 *8 6 6 *6 8 8 8 8 *8 6 6 *6 8 8 8 8 *8 6 6 *6 11-20 6 6 6 6 6 *6 4 *4 6 6 6 6 6 6 6 *6 6 6 J22 6 6 6 *6 8 8 8 8 *8 6 6 *6 H 21-30 6 6 6 6 6 *6 4 *4 6 6 6 6 6 6 6 *6 6 6 6 6 6 *6 8 8 8 8 *8 6 6 *6 31-40 4 4 4 4 4 4 4 *4 4 4 4 4 4 4 4 4 6 6 6 6 6 *6 6 6 6 6 6 6 6 *6 C 41-60 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 *6 61-80 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 81-100 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 101-120 *CS *CS *CS *CS *CS *CS *CS *CS 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 1 4 4 4 4 N_ x 0-to 19- 20-to 30- 31-to 45- 46-to 60- tw Topographical Wind speed Wind speed Wind speed Wind speed (Nominal3-sec Gust in mph) (Nominal 3-sec Gust in mph) (Nominal3-sec.Gust In mph) (Nominal}sec.Gust in mph) =p Condition 85 90 100 105 110 120 135 150 85 90 100 105 110 120 13SM 85 90 100 105 110 120 135 150[*8 85 90 100 105 110 120 135 150 m Top of *6 *4 *4 2 8 8 6 6 6 6 *6S 8 6 6 6 6 *6 4Coastal *6 *6 *6 *4 *4- *4 2 2 *86 6 4 6 *6 4 *8 6 6 6 6 *6 4 2Mesa *6 *6 *6 *4 *4 *426 6 4 6 4 *4 *8 6 6 6 6 4 *4 2 6 1 6 1 6 6 1 *6 1 4 1 2 Tilts of 19-or Less Tilts 20-to 30- Tilts 31-to 45- Tilts 46-to 60- Wind speed Wind speed Wind speed Wind speed Ground Snow (Nominal 3-sec.Gust In mph) (Nominal 3-sec.Gust in mph) (Nominal 3-sec.Gust in mph) (Nominal 3-sec.Gust in mph) Load(PSF) 85 90 100 105 110 120 135 150 85 90 300 105 110 120 136 150 85 90 100 105 110 120 135 150 85 90 100 105 110 120 135 150 0 *8 *8 6 6 *6 *6 *4 *4 8 8 8 *8 6 6 6 4 8 S 8 *8 6 6 6 4 8 8 8 *8 *8 6 6 *6 G-10 *8 *8 6 6 *6 *6 *4 *4 8 8 8 *8 6 6 6 4 8 8 8 *8 6 6 6 4 8 8 8 *8 *8 6 6 *6 11-20 6 6 6 6 *6 *6 *4 *4 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 4 8 8 8 *8 *8 6 6 *6 21-30 6 6 6 6 *6 *6 *4 *4 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 4 8 8 8 *8 *8 6 6 *6 31-40 4 4 4 4 4 4 *4 *4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 *6 c 41-60 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 *6 O 61-80 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 81-100 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 101-120 *CS *CS *CS *C5 *C5 *CS *CS *CS 2 12 2 2 1 2 1 2 2 2 1 2 1 2 2 1 2 2 1 2 2 1 2 4 4 4 4 4 4 4 4 M ^ 0-to 15- 16'to 30- 31-to 45- 46'to 50- = Topographical Windspeed (Nominal Wind speed (Nominal Wind speed (Nominal Wind speed (Nominal 3-sec.Gust in mph) 3-sec.Gust in mph) 3-sec.Gust in mph) 3-sec.Gust in mph) c Condition 85 90 100 105 110 120 135 150 85 90 100 105 110 120 135 150 85 90 100 105 110 120 135 150 85 90 100 105 110 120 135 150 M Top of Hill 6 6 *6 *6 *4 *4 2 2 8 *8 6 6 6 *6 4 *4 8 *8 6 6 6 *6 4 *4 8 *8 6 6 6 6 4 *4 m Coastal *6 *6 *4 *4 *4 2 2 2 6 6 6 6 *6 4 *4 2 6 6 6 6 *6 4 *4 2 *8 6 6 6 *6 4 *4 2 Mesa *6 *6 *4 *4 *4 2 2 2 6 6 6 6 *6 4 *4 2 6 6 6 6 *6 4 *4 2 6 6 6 6 *6 4 *4 2 *Indicate a required 2 ft.reduction in rail span for panels within roof edge sones.See S19for roof edge Bone description cS-consult structural trigineer(typical to add a mind ran) Note:For solar installations 51 and above ground level dr less.notation of solar installation is higher than SO tt.above ground level,please contact I aylor and Sytan.. (bh.Min.) i � W/S u Mid-Roof"Zorte= White Area � 'E V; Outline of Building Below Y f 3iT OuNioe of Roof-� o � Required Tools: O Level String Line or Spare Rail = Pitch Meter 1/2in Socket Wrench ..• 5/32in Allen Key Torque Wrench Materials Needed to Install and Level Rails: J © SnapNrack Standard Rail © SnapNrack Splices _ © 1" SnapNrack Standoff Spacers 0 5/16" - 18 X 1" Fully Threaded Set Screw M © Pre installed SnapNrack Roof Attachments (L-Foot Or Standoff) V? Q 4 © 0 Standard Rail Profile Technical Rail Data: Material 6000 Series Heat Treated Aluminum 2-1/2" Color Class 2 Anodized Finish Clear and Black Finish Available Weight 0.75 LBS/FT Max Span Span Chart 1-112" / Technical Rail Splice Data Rail Splice Profile Material 6000 Series Heat Treated Aluminum Color Class 2 Anodized Finish Clear and Black Finish Available 1-112" Weight 0.64 LBS / Recomm. 1/8" Gap Between Rails 1-3/4" 22 © N Required Tools: 1/2 inch Socket Wrench Torque Wrench 0 Materials Needed to Install Mid and End Clamps: O Pre Installed SnapNrack Roof Attachments © Pre Installed SnapNrack Rails © SnapNrack Mid Clamp Assemblies 0 SnapNrack End Clamp Assemblies .0 © PV Modules p r� Z w I (a 0 O Q0 Mid Clamp Assembly O (1) 5/16in - 18 X 2 1/2in SS HCS Bolt © (1) 5/16in SS Split Lock Washer © (1) SnapNrack Mid Clamp 0 (1) 5/16in - 18 SnapNrack Channel Nut Adjustable End Clamp Assembly O (1) 5/16in - 18 2x3/4in SS HCS Bolt O © (1) 5/16in SS Split Lock Washer © (1) SnapNrack Self Adjusting Top 0 (1) SnapNrack Self Adjusting Bottom © (1) 5/16in - 18 SnapNrack Channel Nut • O o 0 Universal End Clamp Assembly: O (1) 5/16in - 18 X 1 1/2in SS HCS Bolt © (1) 5/16in X 3/4in SS Flat Washer © (1) SnapNrack Universal Wedge 0 0 (1) SnapNrack Universal Wave � O 24 0 Required Tools 0 0 Hammer Or Stud Finder LIL Roof Marking Crayon Drill with 1/8 inch Pilot Drill Bit Dimensioned J Roof Sealant L-Foot Torque Driver with Bit Adapter 1/2 inch Socket Wrench 1-1/2 ■ .0 Materials Included in Series 100 L-Foot Kit: p (1) SnapNrack Flashed Base M © (1) SnapNrack Composition Flashing 13 (1) SnapNrack L Foot, Composition 92' LL p (1) 5/16in- 18 SS Flange Hex Nut © (1) 5/16in SS Split Lock Washer gz' p (1) 5/16in- 18 X lin SS HCS Bolt p (1) SnapNrack Channel Nut, 5/16in - 18 Other Materials Required: Ui (1) 5/16 in Lag Screw "' (1) 5/16 in Washer ©�O When To Use: © Composite Shingle Roofs Technical L-Foot Data: Material 6000 Series Heat Treated Aluminum Color Class 2 Anodized Finish Clear and Black Finish Available Weight 0.16 LBS • Design Uplift Load 200 LBS Uplift Design Ultimate Load 1000 LBS Uplift Dimensioned Assembly � 4 I�I z. l 4 � 6 •�_ J�'jj�iP�9�Y�llld��{�dy4��l}��'t'��Mi(�Fk� � IYQI ,n x, AN M 0, s r��iVllill�ll ��il ijll Meal Roof i3ase f.r elegy ., Ir II„ Metal Roof Base for Commercial Installation Metal Roof Base Assembly Metal Roof Base Dimensions CAP 1-3/8"CAP 1-5/8"BASE 1/4"SELF DRILLING FASTENER,TYPICAL 5/16-18 X 5/8"STUD BASE 1.00"INSTALLED HEIGHT Tek screw or lag is not provided i 5/16"CLEARANCE 1 HOLE FOR LAG SnapNrack Metal Roof Base Technical Patent Pending OR TEK SCREW Data Structural engineering in all fifty states Materials 6000 Series Aluminum Material Finish Clear anodized aluminum Weight 0.4 Ibs Design Uplift Load 1,008 Ibs Uplift Design Ultimate Load 4,033 Ibs Uplift Warranty 10 Year material and worksmanship Snap rack- (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. ©2013 by SnapNrack PV Mounting System,All rights reserved. Bill of Materials #10917 Snap rack'- Bill of Materials#10917 Create Date:2014-05-19T11:27:13-0700 PV Module Data: Series: Series 100 Sub-Array#1 P(6x3) � Module brand: Itek Energy Orientation: Portrait ri Model: iT-250 Rows: 6 UL2703 Listed: No Columns: 3 Premium Alloy Rail: No Array Pitch: 18 degrees OF] Customer: No Building Height: 11 feet Length: 64.8 inches Attachment Spacing: 72 inches NO Width: 39.1 inches Attachment Spacing Override: 48 inches Depth: 2 inches C7"-- C1 0 Weight: 43 pounds Rail color: Clear Racking color: Clear Rated power @ STC:_2M W/" Environmental Requirements: Wind Speed Standard: IBC 2012 Topografic Condition: Standard Snow Load: 21-30 psf Roof Attachments: Metal Roof Base with L-Foot Wind Speed: 110 mph Rafter Spacing: 24 inches System Style: Rail Finish: Clear Anodized Edge Screen Trim?: No Tilt Up?: No End Clamp Type: Universal Edge Screen Trim Size: -inches Microinverter Attachment Kits: No Grounding Method: WEEBs Proposed Bill of Materials: Part Number Description Qty 5%5/4 015-09813 SNAPNRACK STANDARD RAIL SET 122"CLEAR 6 PC 2 •t-- 'bs 242-02124 SNAPNRACK MID CLAMP W/CHANNEL NUT,1.5-2.01N,CLEAR 24 ` Zu bS 242-02215 SNAPNRACK ASSEMBLY,UNIVERSAL END CLAMP WAVE,REV 2 24 l 232-01023 SNAPNRACK RAIL END CAP,STANDARD,BLACK 24 242-02037 SNAPNRACK METAL ROOF BASE W/L-FOOT ASSEMBLY,CLEAR 36 051-04015 WILEY WEEBL-6.7AS ASSEMBLY WEEBLUG W/WASHER,ASSEMBLED 12 051-04001 WILEY WEEB-PMC GROUNDING WASHER FORSNAPNRACK AND PROSOLAR RAILS 24 System Total Weight: 960.00 Ibs Sub-Arrays: Sub-Array Sub-Array 122" 162" Rail Splices Mid Clamps End Clamps Edge Roof Attachments Maximum Rail Modules Rail Rail Screen Span 1 18 12 1 0 0 24 24 0 36 72 Totals: 18 12 0 0 24 24 0 36 - SnapNrack PV Mounting System•www.snapnrack.com •+(877)732-2860•775 Fiero LN,Suite 200.San Luis Obispo,CA 93401 1 of 2 Bill of Materials#10917(v.0.6.13) 2014-05-19T11:27:13-0700 Sub-Array#1 P(6x3) The maximum recommended rail span for this sub-array is 72 inches. The rail span for modules located in edge zones is reduced by 24 inches to 48 inches Group 1 Group 2 Group 3 Group 4 Group 5 122" 162" Row Mid Row End Row Attach- Module Rail Rail Rail Rail Rail Rail Rail Rail Clamps Clamps Splices ments Bonding Bonding Length Length Length Length Length Qty Qty 118.3 2 0 4 4 0 6 4 2 118.3 2 0 4 4 0 6 4 2 118.3 2 0 4 4 0 6 4 2 118.3 2 0 4 4 0 6 4 2 118.3 2 0 4 4 0 6 4 2 118.3 2 0 4 4 0 6 4 2 Sub-Array Totals: 12 0 24 24 0 36 24 12 Orientation Rows Columns ❑�❑ Portrait 6 3 Array Pitch Building Attachment Attachment Spacing t Height Spacing Override 18 degrees 11 feet 72 inches 48 inches cc, ��e �i 0 Sub-Array Modules Edge Screen Array Power 18 0 ft .45'k�N N q5 kLi SnapNrack PV Mounting System- vw w.snaprr',;k.com -+(877)732-2860-775 Fiero LN,Suite 200.San Luis Obispo,CA 93401 2 of 2