Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD2013-00241
I BUILDING PERMIT APPLICAN BLD13-00241 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00241 Received Date: 8/6/2013 SITE ADDRESS: 60 MARGARET ST PORT LUDLOW, 98365 OWNER: JAMES G MERRITT PHONE: 360-509-6484 60 MARGARET ST PORT LUDLOW WA 98365-9505 SHINE 2ND SUBDIVISION: Block: Lot: PARCEL NUMBER: 994600204 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW POST FRAME GARAGE, NO HEAT, NO PLUMB r �I TYPE OF WORK GAR SQUARE FOOTAGE: / TYPE OF IMP NEW MAIN: VALUATION 26,806.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,260 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $443.00 MEB 08/06/13 142353 APPROVED Plan Check $287.95 MEB 08/06/13 142353 State Building Code $4.50 MEB 08/06/13 142353 SEP 1 0 2013 Total: $735.45 Jefferson County DCD \\firlomor4\r1efe\fnrmc\F RI Il Ann PI.l rnf R/1 r./9M CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00241 SITE ADDRESS: 60 MARGARET ST Issue Date: 09/10/2013 PORT LUDLOW, 98365 Final Date: 11/21/2013 APPLICANT: JAMES G MERRITT PHONE: 360-509-6484 60 MARGARET ST PORT LUDLOW WA 98365-9505 SUBDIVISION: SHINE 2ND Block: Lot: PARCEL NUMBER: 994600204 Section: 33 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NEW POST FRAME GARAGE, NO HEAT, NO PLUMB THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 11/21/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/17/2013 JEFFERSOISOUNTY l DEPARTMENT OF COMMUNITY DEVELOPMENT •` g L� - f : 621 Sheridan Street• Port Townsend•Washington 98368 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): Ot�I�sfr u i ts�n 0+ CL, nu 1-44` + 1t gO rta5 Tax Parcel Number: cm 1 (000 2.l? Property Size:.641 :1 IS :,QFT (acres/square feet) Site Address and/or Directions to Property: CP 0 H e �t --ET SC. 'P 1 UDL NA X19$3 ro—s Property Owner(s)of Record:,51S'J ES H A TT_ alwo,cc5rin Telephone:(3�)6-0A-co Fax: email: �i rmr`ner 7474 C Mailing Address: (a 0 AP�.C1A2-ET 5r -PO -T L_t.i D`-13 tAl 1A/P` 63 'S A ent if different from owner):1TbVtM QM CUUf&12-( 7 en5-FVAMiziauLW[NV-1S ,�� Telephone: (425)743-1555 Fax: X42 740��tS email: I►tir kS OperMabt Mailing Address: t(D2\ �Vd`l CQ C Ly NN\J ODD W I) What kind of Permit?(Check each box that applies 0 Critical Areas Stewardship Plan Building ❑ Demolition Permit 0 Variance(Minor,Major or Reasonable Economic Use) ❑Single Family Plf Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C)** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan'"' ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes'Use Consistency Analysis ❑Plat Vacation/Alteration** O Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** OSite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development-- D Shoreline Management Variance ❑Temporary Use ❑Wireless Telecommunication ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate ,:._.L- to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE A/AA v Date. By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the :p ication that I)or she nts .ri• notice. r/ n� Signature: .1 r'. 4 k. Ii.±./ _I '-� Date: / & The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this your permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit behalf of acknowledges endangered knee or regarding yarding y action(s)even if you are in••• pliance with the Jefferson County development code.The App and non-tra , rablp res••Asibility r ad.4 ng to a • .• plying with the ESA. The Applicant has read this disclaimeraln�d signs and dates it below. �t Date: �) /LU/3 Signature: �4 L 4 ' '11 _1�� /--6•� A ' G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc — • 1 x " 0 BUILDER STATEMENT • • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: 'cnw►iAN,D G;�.t `l ��lvU►u01�i61c, (4Z)743-� (425) -437 , MAILING ADDRESS: 16 2t, 'k UV`( qC1 i I-41 W" Yvtt EMAIL: (1j�xr � .as S+��r YULCL�U1‘4 C6 114 CONTRACTOR'S LICENSE WAINS' NUMBER: TOv■IM ne octc La NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ,4 New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: Individual System ❑ Repair 0 Masonry SEP Permit# SEPf2-I ❑ Demolition �t Other. Bedrooms: Water Supply: F2A�t� Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 'Public Total: Name of System: • If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employeccu es,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. S�rare Foote!.e Current ,, z -';-1- e 1 Y -' 4 v°' 16 [1._.. ` �t yi Main Floor Heated 1040 EH Bid App Review: �� 1040 2"0 Floor Heated C• onsistency Review: k Other Heated v ti = : Base fee: 14G{ `-Mezzanine Additional Section: Heated Basement fo7�F' plan Check fee: C>( Unheated Basement �� S• tate Surcharge fee: Other Unheated •', �4 Pot Water Review fee: Garage/Carport .3‘,.4 121,,o Decks � 4 911/Rd Approach fee SUBTOTAL: Other 0L. ( tc I - , TOTAL: $ l R• eceipt Number. 14 2_ 3 S3 Cash/Check Number. ici, f E l �i ESTIMATED COST(REQUIRED) Date: / / .Fair market value of all labor and materials foundation to finish v 1 2G 3-7 Initials: �. l • G:\PemritCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc JEFFER$ON COUNTY bilii NO. 14 53 n il^r DATE l RECEIVED FROM • r�� bra `� - ""`' '� 1 e DESCRIPTION BARS# AMOUNT CURRENCY .00_ /? J:,. COIN yt-' 0=.2-e-v '- • ! 2 21 ., ¢' ECKS A Li"1 3 ,CIO ' 6/4 Et '4:0 2-. 00 (,) 1--11((4q , ,,,-t 5k k 9 C. o K XI ' O ems, ` v ' RECEIVED BY - TOTAL 1 0 Li I . 6 ® TSE PROJE • _,1 �r. JOB# -' A Engineering • AUG 0 5 2013 BY: 01 12930 N.E. 178th Street Woodinville,WA 98072 A (425)481-6601 DATE: 1`;,/TV) p ,I • P JEFFERSON COUNTY DCD Job Name: Merritt BUILDING PLAN REVIEW Site Address: 60 Margaret Street Port Ludlow, Washington 98365 D APPROVED AS SUBMITTED Jurisdiction: Jefferson County APPROVED AS NOTED Job ID: Merritt O REJECTED �n Specifications: 2012 IBC Date CI "—1 Roamer Building Type: Post-Frame Design Wind Speed (3 see gusts 110 mph @ SD Level Wind Exposure: B Roof Snow Loading: 25 psf Occupancy Category: R: 6.5 % of Snow Incl. w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 2000 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic COPY Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf AO 117 ", vA 19969 a: �� (CPS ITul. ttONA Prilrlf7,7 P I 1 $.t r r'r vi,^Z e '' iv a ='< m pis ;.t5,r. ,;F S cd y 1bC r"s cotteF ar r I- v 5.9.07 b • Draw North Amy/in Circle • yllrar,__ Cr—r a 852/Hgmarss,saase•L775d0jmo8837— Building Design Q ' Admit:1.25)258.4171•9.(07-0 7 74215 0-9562 M __ .T F' E i. AtlmiNalrathC HaiegWrle[c 719.1355 .yM■ 1• FAX:94251742.4378.800-820-9552 „PEF?MABILT Commctort Lb.II:TOWNCPF098LT 4a,•na o,,.r m..n.p..,a,on tcm aa.mem Lcom•mceeook.cornrp.noaun ; VASE CHECK ilS Wind MPH fT ( II-up doors fit in Bays .41.0� fl C loll-up doors will not hit Truss Wind Exposure ii Snow Load /- Minimum Clearance `~ Iffitil 1l;I.,. YES NO (Please&de) ,. FLOOR PLAN y Qr 4 • P - �q 13-. 30 I ,`rt .„,` 44,w1 A16 ()G'C16uE(1 i-oa 1A) GbMCit-k.�7 r>�4, 3'X6` 1' pq,47/ oJeX wI 3.k3 Cva2a Paa . (}T?O.OYM '1',Ni CJ.( ► �` 1Li` ill' I Lk' a a • .�1 y,(St- rd tA,0-14 N n ' -fr3-i15 -!cyct---°--2-r F -t°/' X71.6541-ft e'4#1--- 1 P. c I 0 — i E ' ` y ( :" --� _ _--� w I Y2' 64I1-J > To c4 P6:41 1i,67"ER_ W N' ',AA,. ,` .._. BUILDING ELEVATION o Customer has verified and approved the orientation of the building to the North and verifies that all t ✓ items specified in Paragraph B of the contract are shown on this drawing and vice versa. finny ICustomer Name: ,A1.-'!---- Y Lead#:71�/?V Customer Signature: "��---- -- '' White-Customer Copy Canary-OOice Copy 02012Perma-Biit®Ine� -8307/12 T 'E PROJECT: Merritt PAGE: 3 CLIENT: PermaBilt DESIGN BY: F-1 11-x a a rir-7_9 JOB NO.: 23625 DATE: 08/02/13 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-2010 INPUT DATA Exposure category(B,C or D,ASCE 7-10 26.7.3) B WIND SURFACE Importance factor(ASCE 7-10 Table 1.5-2) Iw = 1.00 for all Category FOR DESIGN Basic wind speed(ASCE 7-1026.5.1 or 2012 IBC) V = 110 mph ,ri//` Topographic factor(ASCE 7-10 26.8&Table 26.8-1) Kn = 1 i.:i;--'.? Building height to eave he = 13 ft ������ //,////�///�/// r Building height to ridge = 18 ft L Building length L = 42 ft Building width B = 30 ft '10.1 Effective area of components(or Solar Panel area) A = 50 ft2 B DESIGN SUMMARY Max horizontal force normal to building length,L,face = 12.10 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 7.44 kips See Page 4 for Adjusted Wind Forces ANALYSIS Velocity pressure qh=0.00256 Kb Krt Kt,V2 = 18.43 psf where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,pg 299) = 0.70 Kd=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 h=mean roof height = 15.50 ft <60 ft,[Satisfactory] (ASCE 7-10 26.2.1) <Min(L,B),[Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWFRS p=qh[(G Co)-(G Co)] where: p=pressure in appropriate zone.(Eq.28.4-1,page 298). Amin= 16 psf(ASCE 7-10 28.4.4) G C°r=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G C ;=product of gust effect factor and internal pressure coefficient.(Tab.26.11-1,Enclosed Building,page 258) = 0.18 or -0.18 a=width of edge strips,Fig 28.4-1,note 9,page 301, MAX[MIN(0.1 B,0.1L,0.4h),MIN(0.04B,0.04L),3] = 3.00 ft Net Pressures(psf),Basic Load Cases Roof angle 0 = 18.43 Roof angle 0 = 0.00 Surface Net Pressure with Net Pressure with GC°r (+GCw) (-GCpi) GC°r (+GCpi) (GCpi) 1 0.52 6.20 12.84 -0.45 -11.61 -4.98 2 -0.69 -16.03 -9.40 -0.69 -16.03 -9.40 3 -0.47 -11.95 -5.32 -0.37 -10.14 -3.50 4 -0.42 -10.97 .4.34 -0.45 -11.61 -4.98 5 0.40 4.05 10.69 6 -0.29 -8.66 -2.03 1E 0.78 11.06 17.70 -0.48 -12.16 -5.53 2E -1.07 -23.04 -16.40 -1.07 -23.04 -16.40 3E -0.67 -15.73 -9.09 -0.53 -13.08 -6.45 4E -0.62 -14.71 -8.07 -0.48 -12.16 -5.53 5E 0.61 7.93 14.56 6E -0.43 -11.24 -4.61 3E _ ti F i FE'FRFe,4E ✓ E tt T E,TIU:1 war()DI Ef,FIGN Load Case A (Transverse) Load Case B (Longitudinal) Basic Load Cases TSE Engineering Page: 7 LATERAL ANALYSIS Job ID: WIND Merritt The analysis on the previous page determines thewind force on the total exposed wind surface of the building. For post-frame construction with embedded posts, the amount of wind force imposed on the main force resisting system equals the roof projected area plus 3/8 of the wall projected area. Vt&VI are adjusted by 0.6 for allowable stress values. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 12100 lbs. (non adjusted) PL= 7440 lbs. (non adjusted) hr= 18 ft. he= 13 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr- 0.625 he)/hr](PT)(0.6) = 3983 lbs. Controls Longitudinal; VL= {[0.375 he+0.5(hr-he)]/[he + 0.5(hr- he)]}(PL)(0.6) = 2124 lbs. Controls SEISMIC The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width = 30 ft. p = 1.3 Building Length = 42 ft. I= 1 SEISMIC WEIGHTS: W roof = 3780 lbs. W end walls = 1470 lbs. W side walls = 1638 lbs. SDS= 2/3 Ss = 1.000 Cs= SDS/(R/I) = 0.154 SEISMIC BASE SHEAR: V= Cs W Transverse= 834 lbs. Longitudinal = 808 lbs. SEISMIC DESIGN FORCES: VT= CsWtp0.7= 759 lbs. VL= Cs Wi p 0.7= 735 lbs. _ Draw North/mow in Circlet/ ` ia'CT +�F 16521 HE w.y99.&rteC•Lyanwooq WA9e j7.9161 ■ini PO- FRAME a.l'MS._ Ldmn:(425)25&4171.Puya0p:(25�1149552 Building Design � AM(42E74 4378 828-:(426)Tg3/555 FAX:(425)742•g3]6•BW-8249552 „PERMABILT CoN.utora tic 9.TCWNCPF959LT 'G Q�IaY•Oxr Fuewr DePw40n Ie.,• P':tl8sakwm.taceDOOk.an/Permean � \1 PLjtASE CHECK �S Wind MPH r oil-up doow fit In Bays --�7- o Fup doors will not hit Truss t� Wind Exposure 4 2. Roof Pttch 731 Eave Height 2 S 1 Snow Load (7 Minithum Clearance r. FLOOR PLAN I el"I• 4.,I w. YES NO (please oink) /h : /0' • • y A r . +li_ .131 , I y ' . x 3vI _______H • --. 11 `J-t DittLiA06, SSIGla EO Fes0 A) `C Me,g-4 r 1�GW'_, c-- f- (!/T't 1 vv) 3 k 3 Co sG i'A ._.. .___ _ ._... -�� .....R-.r.. �._ .- �^ _ __ -. LAAJ7 . ,. H' 14' . 1t/1 I Lk' - 1 j1xi, e 7„-(ToA I &re,-, J1624416-r"61*. _ , n a 3 i . I el,- }o' clad I r2 IV to fit 14.&- 2-9 n 1'"4 14r d-u>f . t s19-64pvtnfts+--F-°L2-tfr(38°P X441)-P-,"<r, 1I r._ t. � I /t1 4 .E E r.y i 7J__ - _ - 1971 . 64-111-k1 - FL' P&,2.tn,1'7 i2- `�4 0 "vr,,' BUILDING EL 1 • I. ' -� M Customer has verified and approved the orientation of the building to the North and verifies that all r' items specified in Paragraph B of the contract are shown on this drawing and vice versa. IN ft in IIII t1II Customer Name: Lead#:7S"13 9 Customer Signature: _/( ” ----''""` 0 5 ,o, wnho-C9sloater Copy Canny-Ofecc Copy 02012 Perma-E010 tntl�u /-`�o7n2- ...... TsE PROJECT: JOB#: • Engineering A BY: 12930 N.E.178th Street .. Woodinville,WA 98072 • (425)481-6601 DATE: Of' Po(;):.FRotAt., Pi Lipt;, W iTil ooVi: (..)0.iv t.-,:i4AVolf.i s .r -.,,.,,, ,t,,),,,i .,1 ill fv.,1.).wipi t, I..., C ' i , \ IN _....-- — -I, „------- ..-- i ,.,-....." . ..--' ,...- P --'-- ''.- 4 0 if 4 t .' ---..1 1' ! : , t',.. I 1 1 N If 1_ c.-roft osilt..Ni Ko GHe AR. _ _ ; CE NT EIR v :1- °-1:LL N‘t, &)1::, 11 'I 4 si!, Loll-t ON I i • i -. . k\ • '11\ t--------------_,-, .... „,.,, 'if' (t--N , c/nt tvt1)0 1\)•..A 1: 1),'‘1••- I 't e:.,tf.:;-.',. .— , ., ' . ' • ,..-.' , ' i e 1 ,----- -- 1 e 1\* 'P3 rL AN VI If IA/ 6. I- 19/ 106' / (1 1 I) 13 .. / . S1:01', 1\ ( ..----. ,4 / ■ .-V::' 11.:';•,"■%' 0 1 TSE Engineering page:7 SHEAR & DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN ENDWALL Job ID: Merritt Assumptions: Roof diaphragm is rigid Building has shearwalls on sides and one end Building rotates about its shear center SIDEWALL B SHEAR CENTER• RIDGE OPEN ENDWALL" A ; Note: "Open Endwall" is enclosed but without qualifying i( P=VT 2 shearwall segments PLAN VIEW WITH GRIDS VT= 3983 lbs. GRID 1 V(shear on endwall)= 3983 lbs. Endwall Shearwall Length = 30 ft. V (endwall)= 133 plf<(6 5 fu Jill. O o o G� e (distance to shear center)= 18.77 ft. Q (shear on each sidewall)= 2491 lbs. GRID A Sidewall Shearwall Length = 42 ft. V (sidewall)= 59 plf GRID B Sidewall Shearwall Length = 28 ft. V (sidewall)= 89 plf SE (deflection of endwall)= 0.210 in. Ss(deflection of sidewall)= 0.201 in. d = 0.564 in. A= 0.774 in. A allowable per IBC Table 1604.3= 1.295 in. O.K. Ratio A to H= 0.005 TSE Engineering page: SHEARWALL DEFLECTION OF POST-FRAME BUILDING Job ID: Merritt Endwall Input: Results: A= 19.25 in2 8 v H3 = 0.003 in. b= 30 ft. EAb E = 1.3 x106 psi en = 0.02 in. v H = 0.012 in. G = 11x106 psi Gt H = 13 ft. t= 0.0135 in. 0.75 H en = 0.195 in. v (endwall)= 133 plf = 0.210 in. Sidewall Input: Results: A= 19.25 in2 8 v H3 = 0.001 in. L(Av.)= 35 ft. EAL E = 1.3x106 psi en= 0.02 in. v H = 0.005 in. G = 11x106 psi Gt H = 13 ft. t= 0.0135 in. 0.75 H en = 0.195 in. v (sidewall)= 59 plf = 0.201 in. ( 9 CoNilomATtsEn► PRO-PANEL Il® TECHNICAL - REFERENCE ATTACHMENT DETAIL GENERAL INFORMATION 1/4"-14 x 7/8"Stitch Screw(1'-Q"o.c.) 'Slope l The minimum recommended slope for Pro-Panel lie roof / --#9-15 Woodscrew panel is 3:12. t c.i ►Substructure 1 i Pro Panel Ile is designed to be utilized over open structural framing,or a solid substrate. To avoid panel distortion,use a properly aligned and uniform substructure. 1 (►_Coverage Optional Pro-Panel Ile panels are available in a'le"rib height with a i Profile coverage width of 36"_ ^.� !"1 Ill.Length Minimum factory cut length is 5'-0": Maximum i recommended panel length is 45'-0". Longer panels require additional consideration in packaging,shipping,and '—Anti-Siphon Groove erection. Please consult Metal Sales for recommendations. ►Fasteners The fastener selection guide should be consulted for choosing the proper fastener for specific applications. FASTENING PATTERN Quantity and type of fastener must meet necessary loading and code requirements. NOTE:All panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will 1/4"-14 x'/s'Stitch Screw ,,#9-15 Woodscrew cause stress and induce oil canning across the face of the # t fi I i T t t t panel at or near the point of attachment. l 1 9 I i ' . i ►Availability • I-i -F r-•-?-" P'-i-" -----'-‘-i- " Finishes:Acrylic Coated Galvalumee or MS Colorfast45e Gauges:26ga and 29ga standard SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More Equal Spans) Width Yield Weight Top in Compression Bottom in Compression Inward Outward Ge' tin.) KSI PSF ixx Sxx lxx Sxx Load Load In4/ft ln3/ft In4/ft Ins/ft 2' 2.5' ® 3.5' 4 5' ramin® mmm 5'0.71 0.0067 0.0134 0.0047 0.0133 90 58 29 26 . a 0.87 0.0090 0.0181 0.0063 0.0170 5 75 �� 23 12 22 linen m 12 I. Theoretical section properties have been calculated per AISI 2001"Specification for the Design of Cold-Formed Steel Structural Members." lxx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending,shear,combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span conditions. Allowable load does not address web crippling or IS fastener/support connection and panel weight is not considered. ` 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. Cr) 4. Allowable loads do not include a 1/3 stress increase in uplift. o 5. Diaphram 306 Of average Ufitmate Shear Strength using the above fastening pattern on 2x supports located 2'on center per ASTM E455-04 co graibtA3- O.O'll SR x 1. 3 0 4 '0 )C 1,33)..:- 163?If metal sales Kent,WA 800.431.3470 Jefferson,OH 800.321.5833 Anchorage,AK 866.640.7663 • manufacturing corporation Temple,TX 800.543.4415 Rock Island,IL 800.747.1206 Bay City,MI 888.777.7640 Longmont,CO 800.289.7663 Sellersburg,IN 800.999.7777 Detroit Lakes,MN 888.594.1394 -4111'0,4•10, Antioch,TN 800.251.8508 Jacksonville,FL 800.394.4419 Mocksville,NC 800.228.6119 Woodland,CA 800.759.6019 Orwigsburg,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rogers,MN 800.3289316 Independence,MO 800.747.0012 Spokane,WA 800.572 6565 Fontana,CA 800.782.7953 www.metalsales.tis.Gom TSE page: /0 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 13 NOMINAL: 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 30 1.5 3 25 ft. ft. ft. psf psf Fb' FO* E'(10)^6 1248 1088 1.235 ASD Wind Pressure 0.75W W Is Iw psi psi psi. 10 105 140 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S+0.75W Loading: D +W P 5024 lbs. P 693 lbs. fc 158.8 psi fc 21.9 psi le 124.8 in. le 124.8 in. le/d 22.2 le/d 22.2 KCE 0.3 KCE 0.3 FOE 753 psi FOE 753 psi c 0.8 c 0.8 k.1 1.06 k.1 1.06 k.2 0.86 k.2 0.86 Cp 0.55 Cp 0.55 Fc' 603 psi Fc' 603 psi M (in-span) 14972 in.-lbs. M (in-span) 19963 in.-lbs. M (base) 26618 in.-Ibs. M (base) 35490 in.-lbs. S.Mod. 29.66 inA3 S.Mod. 29.66 inA3 fb (in-span) 505 psi fb (in-span) 673 psi fb (base) 897 psi fb (base) 1196 psi Post CSI (in-span)= 0.47 Post CSI (in-span)= 0.54 Post CSI (base)= 0.98 Post CSI (base)= 0.99 (/5 C ‘ erg! 1 v 6.9.07 I TSE page: ii Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) ' Sidewall OPTION WITH BUILT-UP COLUMN PER NDS SEC 15.3.1 Eave Height Post b Post d HF Post Fb Fc E(10)^6 13 NOMINAL: 6 6 #2 575 575 1.1 ft. ACTUAL: 5.625 7.125 w/2x scab CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 30 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 736 736 1.045 ASD Wind Pressure 0.75W W Is Iw psi psi p si 10 105 140 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D +0.75S+0.75W Loading: D +W P 5024 lbs. P 693 lbs. fc 125.4 psi fc 17.3 psi le 124.8 in. le 124.8 in. le/d 17.5 le/d 17.5 KCE 0.3 KCE 0.3 FCE 1022 psi FCE 1022 psi c 0.8 c 0.8 k.1 1.49 k.1 1.49 k.2 1.74 k.2 1.74 Cp 0.79 Cp 0.79 Fc' 582 psi Fc' 582 psi M (in-span) 14972 in.-lbs. M (in-span) 19963 in.-lbs. M (base) 26618 in.-lbs. M (base) 35490 in.-Ibs. S.Mod. 47.59 in^3 S.Mod. 47.59 in^3 fb (in-span) 315 psi fb (in-span) 419 psi fb (base) 559 psi fb (base) 746 psi Post CSI (in-span)= 0.47 Post CSI (in-span)= 0.57 Post CSI (base)= 0.91 Post CSI (base)= 1.03 �M V k-- SCAB CONNECTION: nail allow=133 / Variables: _..� / Eave ht(ft)=13 Vmax(#)= 0.625(H)(W)= 1137.5 d' Unit Id(plf)= 140 Vave(#)= (Vmax-(V-W(4)))/2=857.5 d . / Area 2x6(inA2)=8.25 Qa(in)= A(d')=23.2 ._ d(in)=7.125 I (inA3)= (b)(d^3)/12= 169.5 d'(in)_(d/2) 0.75"=2.8 v(psi)= Vave(Qa)/I(b)=20.9 Width b(in)=5.625 v(#1)= v(12)(b)= 1408 b J #of rows of nails=4 nail/ft/row= v/(#of rows(allow))=2.6 v 3.9.12 1� . TSE page:I a Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 13 NOMINAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 5.625 7.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 14 30 1.5 3 25 ft. ft. ft. psf psf Fb' Fc'' E'(10)^6 736 736 1.045 ASD Wind Pressure 0.75W W Is Iw psi psi psi 10 105 140 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D+ 0.75S + 0.75W Loading: D +W P 5024 lbs. P 693 lbs. fc 117.1 psi fc 16.2 psi le 124.8 in. le 124.8 in. le/d 16.4 le/d 16.4 KCE 0.3 KCE 0.3 FOE 1170 psi FCE 1170 psi c 0.8 c 0.8 k.1 1.62 k.1 1.62 k.2 1.99 k.2 1.99 Cp 0.82 Cp 0.82 Fc' 606 psi Fc' 606 psi M (in-span) 14972 in.-Ibs. M (in-span) 19963 in.-Ibs. M (base) 26618 in.-lbs. M (base) 35490 in.-lbs. S.Mod. 54.51 inA3 S.Mod. 54.51 inA3 fb (in-span) 275 psi fb (in-span) 366 psi fb (base) 488 psi fb (base) 651 psi Post CSI (in-span)= 0.41 Post CSI (in-span)= 0.50 Post CSI (base)= 0.77 Post CSI (base)= 0.90 (J4 : x7 F - v 6.9.07 • TSE page:11 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post b Post d HF Post Fb Fc E(10)^6 13 NOMINAL: 6 6 #1 975 850 1.3 ft. ACTUAL: 5.625 5.625 CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 14 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1248 1088 1.235 ASD Wind Pressure 0.75W W Is Iw psi psi psi 10 75 100 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S+ 0.75W Loading: D +W P 1849 lbs. P 255 lbs. fc 58.4 psi fc 8.1 psi le 124.8 in. le 124.8 in. le/d 22.2 le/d 22.2 KCE 0.3 KCE 0.3 FCE 753 psi FCE 753 psi c 0.8 c 0.8 k.1 1.06 k.1 1.06 k.2 0.86 k.2 0.86 Cp 0.55 Cp 0.55 Fc' 603 psi Fc' 603 psi M (in-span) 10695 in.-Ibs. M (in-span) 14259 in.-Ibs. M (base) 19013 in.-Ibs. M (base) 25350 in.-Ibs. S.Mod. 29.66 in^3 S.Mod. 29.66 in^3 fb (in-span) 361 psi fb (in-span) 481 psi fb (base) 641 psi fb (base) 855 psi Post CSI (in-span)= 0.30 Post CSI (in-span)= 0.39 Post CSI (base)= 0.57 Post CSI (base)= 0.69 ,Jc 1 4 c le t v 6.9.07 TSE page: f Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall OPTION WITH BUILT-UP COLUMN PER NDS SEC 15.3.1 Eave Height Post b Post d HF Post Fb Fc E(10)^6 13 NOMINAL: 6 6 #2 575 575 1.1 ft. ACTUAL: 5.625 7.125 w/2x scab CD 1.6 1.6 1.0 in. in. CF 1 1 CL 1 Av.Sr acing Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 14 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 736 736 1.045 ASD Wind Pressure 0.75W W Is Iw psi psi psi 10 75 100 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D +0.75S+ 0.75W Loading: D+W P 1849 lbs. P 255 lbs. fc 46.1 psi fc 6.4 psi le 124.8 in. le 124.8 in. le/d 17.5 le/d 17.5 KCE 0.3 KCE 0.3 FcE 1022 psi FCE 1022 psi c 0.8 c 0.8 k.1 1.49 k.1 1.49 k.2 1.74 k.2 1.74 Cp 0.79 Cp 0.79 Fc' 582 psi Fc' 582 psi M (in-span) 10695 in.-lbs. M (in-span) 14259 in.-Ibs. M (base) 19013 in.-lbs. M (base) 25350 in.-Ibs. S.Mod. 47.59 inA3 S.Mod. 47.59 inA3 fb (in-span) 225 psi fb (in-span) 300 psi fb (base) 399 psi fb (base) 533 psi Post CSI (in-span)= 0.31 Post CSI (in-span)= 0.41 Post CSI (base)= 0.57 Post CSI (base)= 0.73 SCAB CONNECTION: nail allow=133 Variables: / --_w•---- • Eave ht(ft)=13 Vmax(#)= 0.625(H)(W)=812.5 d' Unit Id(plf)= 100 Vave(#)= (Vmax-(V-W(4)))/2=612.5'lir d / Area 2x6(inA2)=8.25 Qa(in)= A(d')=23.2 d(in)=7.125 I (inA3)= (b)(d^3)/12=169.5 d'(in)=(d/2)-0.75"=2.8 v(psi)= Vave(Qa)/I(b)=14.9 Width b(in)=5.625 v(#/')= v(12)(b)= 1006 J b �I #of rows of nails=4 nail/ft/row= v/(#of rows(allow))=1.9 v3.9.12 1-� f� iit°EC.,4.7<e (4e-- ‘ t 1lf . . c 17,x Shot TSE Engineering Page:/4 Jfer ft)gt. lOVA' P= 6468 lbs Foundation Design 683 Diaphragm Restraint per 2012 IBC Section 1806.3& 1807.3 w H(ft)=13 Bay Width (ft)= 14 Wind Load (psf)= 10.0 lw= 1 w(plf)= 140 Lateral Load Design: Post Diameter: 0.66 ft. 0.1 cu yd Foundation Depth: 5.33 ft. Constrained? Nonconstrained? YES Depth Required 5.4 ft. Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf) = 3 P. 6468 lbs Snow Load(psf) =25 Foundation Diameter: 2 ft. Span +overhang(ft)= 33 Foundation Area: 3.1 sf Bay width(ft)= 14 Bearing Allowable(Fbrg): 2000 psf Is= 1 Actual Bearing(fbrg)=P/A= 1287 psf Cs= 1 v1010.04-52305 0 4 . ,BQdit /4evlp? K t� 4-, 7 III71 TSE Engineering Page: it clitebtiif hi 140 i"drl.r P= 2380 lbs Foundation Design 488 Diaphragm Restraint per 2012 IBC Section 1806.3 & 1807.3 w H(ft)=13 Bay Width (ft)= 10 Wind Load (psf)= 10.0 lw= 1 '� w(plf)= 100 Lateral Load Design: Post Diameter: 0.66 ft. 0.1 cu yd Foundation Depth: 4.75 ft. Constrained? Nonconstrained? YES Depth Required 4.8 ft. Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf) = 3 P= 2380 lbs Snow Load(psf) =25 Foundation Diameter: 1.5 ft. Span +overhang(ft)= 17 Foundation Area: 1.8 sf Bay width(ft)= 10 Bearing Allowable(Fbrg): 2000 psf Is= 1 Actual Bearing(fbrg)=P/A= 842 psf Cs= 1 v 10.10.04-5.23.05 --1'010141475-'S . t . r Job Truss Truss Type Qty Ply TCPB Stock AG7 �!}-�� TCPBAG7 T30 FINK 1 1 'EU--(Tr 16006862 Job Reference(optional) Pro Build Arlington,Arlington,WA 98223,Jim Stanford 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Oct 09 15:40:36 2012 Page 1 0-0-0 ID:yB_6ZUz4Mf dmfggzCHnyVmhkD4x-Yfm k vgr7YXjewRsv?EG9RA?d0v1hCOJIxe styV5uv I 7-10-14 15-0-0 22-1-2 I 30-0-0 I I 7-10-14 7-1-2 7-1-2 7-10-14 Scale=1:50.7 6x8= 4.00 12 ii i� �� 3x4 O �� ° 3x4 ii 2 i'� z� 4 i� Gi 1 i� OO 5 T1 , , V , 1T O t_ O TA 8 7 6 5x12 = 5x6 = 5x12 MT2OH= 5x6 = 5x12 = 0-0-0 0.0-0 I 10-3-4 19-8-12 30-0-0 I I 10-3-4 9-5-8 10-3-4 Plate Offsets(X.Y): [1:0-0-0.0-0-4].[5:0-0-0.0-0-41 LOADING(psi) SPACING 7-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.43 6-8 >820 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.61 6-8 >577 180 MT2OH 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.23 5 n/a n/a BCDL 1.0 Code IBC2009/TPI2007 (Matrix) Weight 132 lb FT=20% LUMBER BRACING TOP CHORD 2 X 6 DF 2400F 2.0E TOP CHORD 2-0-0 oc purlins(2-6-6 max.). BOT CHORD 2 X 4 DF 2400F 2.0E BOT CHORD 7-7-0 oc bracing:1-5 WEBS 2 X 4 HF Stud/Std JOINTS 1 Brace at Jt(s):3 THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING REACTIONS (lb/size) 1=3205/0-5-8 (min.0-5-4),5=3205/0-5-8 (min.0-5-4) SHOWN.DUE TO THE WIDE SPACING OF THE TRUSSES,SPECIAL CONSIDERATIONS MUST BE Max Horz 1=136(LC 3) GIVEN IN THIS AREA.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT Max Uplift1-513(LC 4),5=-513(LC 5) TO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. r FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=7618/1208,2-3=-6472/1091,3-4=-6472/1092,4-5=-7618/1209 BOT CHORD 1-8=1121/7006,7-8=529/4720,6-7=-529/4720,5-6=-992/7006 WEBS 2-8=-1735/480,3-8=389/1837,3-6=-389/1837,4-6-1735/480 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=5.0psf;BCDL=1.0psf;h=25ft;Cat I;Exp B;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.33 plate grip DOL=1.33 (Actual dead loads used per ANSI/TPI 1—2002 section 6.2.1.3) 3)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 513 lb uplift at joint 1 and 513 lb uplift at joint 5. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , LOAD CASE(S) Standard „aFjF1[ t`r i r i October 9,2012 1 ® WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design valid for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an individual building component.Applicability rt of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only,not forbuiding stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer.Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and SCSI(Building Component Safety Information)available from CONSULTING Li.c SBCA at www.sbdndustry.com. r I • 0, s 4 1 CID AWN al 0 CO 0 CO in A r' O C -o NC • m n N In Q 0 A O_ [ii r� _� i -. Z '*1 CZ IL Z n 0 G) O �G) Z y r vnm i SPAN , O of Z A CO > N ® BLOCK ��� (40' MAX.) .�' o m f PT ° ° POST SPACING PPSPING 0 u)o• n (14' MAX.) ' m o Z !m Z n v c O m Z O 71 4 Z m Z O —I D Z m (�� ♦ m e f�*1 0 N W0 Fri• e °Oyx V) Z `< O V b°� m z D Zorx _ f D F 02 N V -P D AO D r om < f A v m to i uZi° �m m �$ _. D coil • Z Z D D r . "' z oz m v c D v o rn m I' U) U1 DZ Vi °o v v m. .Fij o M k- m tK 4© x o °4'�->i N r arIf afix�. O -Di G) �1 y�_A'Im� m(°n°p �<'+ rnz \v\111 \�VI/ -a o !�y'�� �{�a D No, In z-G-)I ♦ a - - - • m : \lam U ,N>+nA f.' !n 4) 0S - - - - - - - Z 0 1/ m Y-1 m CLEARSPAN PER SECTION X m _ xi C 9£ wit - '< yny > 3 U) ■� mo GI A D W m �`=zoy$x K u) 8F -1 N so 0 0 Z V) Cv N �m-. _ P1 O 07 A p Z O m m a ♦ -- - - - �-- )*i om w L 6- W 1= Tm Z S W A �N m _ "a zNCm Z iF^ w O NmD rmgx C co '� o mga£) I^ ��Fioz x $ n°=a=lm'I u4 0 A i ; oa° a m yyN = C O-i°O�mV° 0 ..D rr vm°oet; D IAp= -z Om o,o 0 73 -' z A• -n �I mw . �y2ld m N , , GI aa it �s `V 4 N a 2 O v N 4 p O N O r„Z E-, `1 ' -�{ p v cn m`a-a y m °'► ����1`'J mZ�Zn n° m� mo 0 diRDA +c.b, x EN 7,q il Z m0=m rG)mI�r cER \ � �(*m�Ar'N,D .Z7 ��z`c' :Ir N��'1 N 'N W Z D N'73 \Z w�Z W-Ir N.T1m r?r N 1�A'� �J 0. PI 1-- N. v /�j N.1 c D 0 ,,,,, „... v - . 0 A A , -.< i ./ 3 DZ v G 'O v'U-i I Z D 0 D'-1 J N 00 D °il DAB� W O r 0 — _ m v �f ry W\ A A \mc N vv z � °Vn f�D� c r g PI N v V) C-O m W C7 C7 V) \VI D m mA m m fl V! \w N Z Z y n O >r m 9 \O N N 1 C m \ D O m CN I-- N m\ m D D ,O _ O _ \ J// ili Z OO V) V 1 _ 111;1:40fittf C = i i 7J Z —i s r f C Oz M O MZ M 77.4 f0 Z 9. _ RI cn 22- i km r flN U) �'m -ry O RI-D C A N 0 N 0 NAG) •'m{ m �� IN �mD -I U) J V \A A [ill J ". JA i''''' J m O D 'mom' r --- / F C W w g 0 EAVE HEIGHT EAVE HEIGHT t..17• C �/�// ^� no.date item br P8 INC tI �o/ '`ER4 I T l ' i36 LC CLEAR SPAN/GRID 1 06/13 UPDATE TO 2012 IBC ideg�"� E (i1h a own & Country drawn CE J/ pp n-' 1 Posy COMBINATIONS efPCil..s60,V WvnTy r�ERMA LT 110 MPH EXPOSURE B WIND aP�te O6/o7J13 (Wally:Our Future Dspnnth On a.. • t . . t 1 `� ° f \� 1n, '"e°G :4P ! eAP , `�'I -aie`�� �v ' $ z' S "s +i-v °,nb o p'Q . , m°c �� p,� o i �` Si' ° ASP , Hp\ n `_. g'y a� a 5�S ug O m�� O� 2 °O 73 F�nA ' �VI pg ` OAM A .Z1 °� \ $ nT. �� \ spy/ y �a ' ►� o III O Fgm S' °w� 8 Z `1�§gym ts'8 aA : °gg v(°� '� st :gai :4; SFi.1, rZnf i p§ g-8g 3m 2g v"r! `°�° p �� , , ► � IIIWAtNet im ,ng n / m a �� 8 ee-o � ��r °u . Plij X 1 0 4 4!8 * g 2/, d ei 2 T '4 s 4 § a a .J olai 6" PER SCHEDULE H AND P 0 , � S s v 3-g 3-g I x Tag g pN o'" r .R g P F rno g 11 ; " 111 s o 'o O \,\i\/�\ /k/ /\f •O 'O a mk . o 3P _ ..s.,\, ;-I 8 m 3 a m Qi z E n .0-3g;- Ax •i.' o I £1 70 i \ D � Z s 1.M w a o A44 me 0 m° Z r 8 I - 4l fa,ga e..e"Rio \\. \TE o r� � ¢ ' F E • 0 �� �► A� Ing 2P g !g 1:' ®D $ IF e , - A I II y p -n z h.. 04 g n F gC� 1 13 1 •(('21 '91.1 > ill - 41 III17. 41 "ul 11167Fr. L\ 2 II! 1111111,M A, 21111:4411110111111111111- —— _ — I i S __. ._ , iiti � r c$ n :P, , a, ,g' z . 21 `� Z o eo $:ce � ` $ II 9 i$1:1- n � � m ��g i m G ii IA _ E' Z z : yC ,�AIM VY+ d�� 410 =. ' am pin O g� 19 no A Q 10 -Ln O� g `w� C� N G/'f- °.m Ya.' z °Q �u{ $ i ig °-io;-O m=N8 ' p8 C .....,A, OVA _m cv � A 8 z u� F `.R�� c�ac� �pn`� I, 1:4 a -o$o ii m A O O o g — Z r n r N•/...• q 6" o {$ f. � �K� j!J p F q .4..t =44 R`:'% I. z iI k r t rn tim IIK.*;:qW °. 3 'r re g.,._„. a x , t q3 15 K gc ►< m_ye � IkL10;41. i !IiiIt ; < o Qi a A N ;'° !J9J'I o _ c=0„ :41/ Pg x Ft ON (1! i:EFE',: 2 rn E8 A2 0 WA t a ��o v w r -1 r 1011111 \VI --- I 7\ m £ �I §;%g I I. n P 41 !II°g s < Nl !m-� \ � eOC °glu , mi R. g 114 POO 14 1017 E osd I II!!m° zz w 1ez F CD 4441INLIt; z , m Z e 4 O Z '" Y Z z inaorAte Nu rrosulne.t01116, --1> am., �'q4.: ' D - -.„...... 1/41•11., lc '4' - '• t 44 ma in m ........ esms,:krii,..1.• '-•... Mesa b 2F i "°. ?, ER 2°ag 24- 24" 24' g$o 3 R" N a im V g 5Aa fig 72' gE4 o4 oT � R a e 1 Q '7- 1 1 t no.date item bN m /� • i••.`1 ,�/ ��• -_ o 1 09/04 uPw m soil MC job no.PB 8'+T XI/04 "/ (t' 7 2 design ThE C�IN; Town & Country DETAILS o drown CL W POST FRAME BUILDINGS �L�"f S'O( AJ�j�J�}/ 44.4 PERMA ILT 1 10 MPH EXPOSURE B WIND m aPdate /P/08 1. / quufNy:pur Future Depends On N:j ! i 10 03 i 1 j 1 I I in 0 Z -P N O onC 0 _ -*W m Oce r �� m N ° o� 3 0 = c r o CO T 2 N x O _ ©D \ N N N N N W mOZ�rr- I 1 1 $ 000 O m0 O O o) O O N N -• -. -. Z. X O �O'0900 � ➢i Amm m cnm 0 -� 0 0 D _ _ _ m O N O N O D to m x° m A fn to N a> �a y UI O cn allIMINMII to�� N O �{ _ v v➢Ti n \ r�--z I I 1 y ACO Z O m W - i x � , NW= Wnm m O i: ij ONOrA r• .ZN Z 0 rn G•. Dx�i'o 0m - rn *� a I .I n? m 12 �rn D r * * a) N o ro �r D � . ° -i r OfWnz -or, N _ �� N D 0 n0�_x o' o) o' 2 , 0,›FA 2 0 G D D O N° 3 0"m rnZ 0< A N N N N N N 2 rr_-1D Zw Z b 0 o 0Zm D-- b x O- x x A O b`.. O`-' s O AO O O V m00 D-10 i�r)O r N D\ O Co O D b rc>0 0' o) o' 0 -a tno' D o' m T - m fo m rAA rr ZZ W Z OA x, x x - S 0x W x x x cn °m NZN W'1 Z -1 A ADD AN 1po 0 W m Z O m OZZr*t p co co Cn Mai 06 O) N .1W W O <r➢-.x.�W to (m-f a m� �' g �pC W n m Krr*1 N rn DZ 0m X Z W@ O o O 00 O 22 222 0 m 30 m➢� �Z - N o`5 39 r�i�r mm ,-x rncm2m D S rWTlp m A b .N. w Z[n Z W Z`-` -1 m AZ °0 N \ .Ni 1� °v°V°Z A C tnm �OD Z.rni X x X z J. m \ D z D z y z G°') r`1 SO"I Ir00 ,,-; r m N N W N „„ti x:i�i w rd o o O - v OZ 2 0 �.., 0 .SG O !� ? c Z T` Wm D m c rn W MI 2=2=25 0 r0 - D Z y O h , O Q z w Z Cn 2 W A CO to IV 0 N S _ W m W ONirn N o _ co W 0 D 0 W y gc ,g 4,13 'i'_ !n�_ D m 0 °v Ov°v if I 0 0 '1'- O O 77-r 0 0 0 0 vor Z �7D rn rnXW A N O 0W A A A A V�_° d9 r`r i A A O A A Y=Z @ ZrZr10A O °I A N O O D00 ° Z t7 W W N. 0... 0 r Z *A Wm j or,X DDT. �' QWN 'di A W.yAym rn Om _ 7mjm@rn N Z b N N N N A 0 -n 00 0 m0 O Z o O �W�i D A . $p O m AmN (mn • (mn x x z x x O -* 'i -1$O BOIS • 0� of O x x o) A 0 PI car'') sn.y U, 0-, o, 0::c CO Dvciz o 0 vpi T z o-0 iE�i n c� c� �' _ y ZC N .7m) A D \r m N 0 X )I X X i -r C ° to 0 M -1 rn rn rn rn rn D O r m rc) w ° N N N 0 < W (n O .707 0> o' a) ,P ? m O �n W D m J r”. r w r 118111 m A � m O W oR 0) o O N fG''i N A N N N m 2 � rlr rn F ww Al-. R. cn °m b \ l > 2 Z O cn x rn rn 0 m t*i m v° N A frn*i� ,F N D ligOON® 0 AWO W O W m O -a C 1 m o v rM. \ Z UNIIIII x o o . •�om D D` b ° Xv N t u rn X X... A rn rn rn o, ©© r r x ? J m r 311111 111 W . 0 p n 0 x m gr. m O 0 0 o & o' a 5;� N 27\ 2m* ,rrl 0 m 7) O (� Ni O,n, N2 c7Z i* �Z W•w 0 of A 90 raj+ Di� °� 5 flR O S� = r::::: N O ° rn 1 A q'• 2 A to W A 0 3. <G�V - .A W N �, . ®N N N N N r 70 m N O ' , cn 07. I rn rn o' cn 172- o W rx) ,� a' V l •Z-i V) N _ • A A W X X X X C Z ° N N N N 9 iiik\ O• maN� M::::N➢� • D ON :Zr N N ° 2�7c-no p °0 O r' Qi ? ? C N i W A)mn v N AA °ZZOA� .CO A ➢� O O O O lr*r 0 N N N p O Op nA �� C °fir V)n�r �0 m N rr�*10 O [) 0 0 A -1 to°D -t S g Dm ZD(n y'n<�-j-O , = A+ \ C S A r=O zZ _=rr= .` 000 ®- W O Dm Z m x,my r-. m D.-. 1`) cn m Zo) *rn A � vOmm+0OZQ��rn .. C z� Out w N N WO, n 0 rN A >a ° c0 -0WA C �N O V) r a 0 . WI X01 -1 Ci m• p V1 0 y m 2 z O.. m ►.11::-. A x D _'c 7" O _W @'1= 0 A b Aw+ Z Z 0 of @ rn W nl% A ` n) D XI fa O \NNmrnN \> N ` -, W W N O) rAn 1 � x aavWX .-0 rnm O A inm `�mr1 ON Ern �� z Dc1 -➢-rr�� T� ➢°O D-NC b D N.N.. N N N S® 'i m "-i Ir*1 T�Vl ii N m A .+. ?Zm A Ox_. A "0A -➢n V'N o IS,I pA M DW {- + W A. 0 0Oy A Z O 0 A N to cn t W O A �� .... N O W @ v o' j ! !i'aZ O WDOm� �0W NO CW r-prOm W V) f rW Al2CX1 i cAC r + oc A2CA O °_� mD z mfr-r Zp\ m ZzCD7 �Z ?2 EmgpW O A = Or NmrN-t � ND � OOO� mwR C N' ZZ O-IZN 1 PO WD0° S D m s - *rAT1 A mf0�'t)NTI rr/)� g-_Ir w.f�n �= pD- 0 �? ACCn v_O➢=Z➢ U • co D-�O c)2 plc �r C A _'1 ZNpy 1 ➢ -N7Z� CV) it r AGZAVI rND z• r cn 00°00 Wz mD (n W w w r ITl O m0 O O Z� v m A cot Wr m0�� xr 0 ,0AN S Z Z Z O Z r w m0 TIT. pmA Air i_ O pr O 0-nm ulb ii (rrr77N$ Zy �0n A O-i O PD70 'D pOZ°A m mZ gDnO-•1 N..O f+�7�p0= �'• mS X x X m —r Dann H mZ O Szkmr 0A< 0z 0fr1�Z.D O NmD➢ D�� AO a rm (n ° (oD W Zm0 °m �� D°`2_Zy- A 06>mzw X.• V1•q Z rn 0 � �� • O C- a'-1 rN 0 @p rn mA p-n'1 g D2Zrm �. 0rn 2 WWm:il WN tn o A W W c➢o O rn -I > \toi) I b cC I ➢W,p,N Z 3 W{'D ON 00y mACn00 2 O- to Wx'x 0 '�y01n2 00 -w m 20z_ rr*)= Orn -i -1 -t -I -I A N� C rnZ A 1m V)0 An0 ZW fmn to N°OOVI 'ri W D�o'rn m-{ WDW ° r A 3"P.- m➢ C O O O O O V! r Ar m .p ° O Z O -) ?rA :;. w-1 ZS 0 Or (•^� r Z O� A{r� O m _W O- Z O Z Z O D W m Z Z C D �� o VI N{�•2 m 2r �� _ ° A tn0 t0 J tT A� -{� !n rp C)0{ E 0) cArl-� j r OD2 '2D m� 0"{ .701 O Z nmrnn O N O of N 0 imrl O O S 00• 0 r O D Wv'aZD prnWZ m D'OW O N Z(n2 DO mrn O W A WC m 1 W mrSm cnrr Z �O rn�Omr ➢ Mr-�AON� rlr-.7C)m0 m S pZZrDr- �m oi Z nA W �-CD D- bm r� xA 20 n z• zFci o Zp3W 2c �a onA�?fm ° x 0°�N Og 0> (it. : m c0, 0 rnA < rn g �rn to W v O' U `. D W0 nnr�e 0= D n m A --1'Dm tn� AZ I mmATX A W O* V) Z ZDr2*i Wr f*IA0Z Tm•DO r AO �O r'1 OpDrnO m -i Z0 m0 co °-irnD1A�5 ° II 21,, G) ��pmA �r I,Wj `LrnNO OO F ��. ° pAZ O 00r Op AS -U-. \5- n• 1') -10 b 0 O ur _1g <W � \ �W -oA -I OA TP*7 r N m m,, S ZA D NO 'A b m ZSt rn y A (nm yy Z W(n T N Z< O=IaF. \ rnZW� V AN-I ON miN*iOZ� N OZ m mD WmxO O m 0Tm0 cznW o� _ I� mN 0 On O mm C ° °y-r wbOOD fW'r 2�DJ A Om0 n.� O- L°i_.O y�D z OZ mZ b�0�')0 �mm -tZ�l p = mtnSN —� O� b C�Nzr b A� -I r°*1 =1�C7 ONZ 'D mD\ 2 0>rD-W -Zi 4 1 AD 0 DWO�VU m2 am1A ' =mc mZ�0S2° 'OZN� 1,1 0 z>I-c') 7m1 .r ••_ Or-M 00'C'' ',--"-02 �O -o-io °Dm DDD (n '�7�° V -r' pm W^ � � ��� Cb T m A=W0 a'rxbUl o-i-p,N� O r- AOArr7m _ T n corn. --1m AS�m- O r D'nD -i �"�� {�'1'`}•_ _`� ` ➢Z ? �?DZAD p S Acn5-rA*� O➢o'�O rgrr�l'N'�M A ZDAZ D �,T,j ` W i- s^,ti'+ 4 M rn Z=1 r 0 m ➢2 r D 0 W Z C m -1 _i➢ 1T7 Z 0 V) D r rr�� .p sue! y '�- m r Z 4 =11 _r-or O s (*) 0 to 0 �'r Chi m 0 2 O W Q+ 't. ,, )K.' .D�n© G) P. ➢ mrxz OR-0N O''2Zj 0. Z C `�`D ".b` nLn = Z Wm-I S2O C I W01m- .1 r o ...... -nn coo ° Am Ani c77 0\0 ° Z Z W ,�1. � �y D� A C �'1 QA � rnNm 0 %.EER _ X00 v m Z `\ 0 N 0 „,.........—, 1 1 l no.date item by job no PB BASIC�I/04 • MCk,p *�/� DETAILS t 06/73 UPDATE TO 2012 IBC j /]' ` 2-3615 own Country ° o drown C E C�+W o st eui�tirGs SCHEDULES AND NOTES cum?NTE / 110 MPH EXPOSURE B WIND app'v'd TLP FF �t 5�•1 f/N L/ F t 1 !t i date 06(07/13 t I y r W- �N o f N O O O a ? W r Ca N m p o % y . m O N 4' O N O A A g g 0 0 0 0 ° ° ° ° ° o� �o � A ° 2 vvo°/ --I O W N o r r In= W r N N N 73 D'O P i� m N N N N D ' ' 4 �: N 0 0 w N Z. N n N O VV fn N (n v :il -i Z A .0..- A • - A- 4_, -P- �_. O O p/� '0ja, .4 y s. oNA o- o QW o o o I 1 ? 1 9 1 ? 1 9 1 n? 1 m 1 9 19 - 11 0 II 0 - 0 - 0 0 0 0 - 0 0 o• �, s4 a4 s4 a4 sa a4 s4 Z _. a - 0, a n 2 0, o: 0 N z 0 D o o a O D O a o 0 0 0 O o N O o a o a D o O O 0 0 o O O 0 0 0 0 0 p m• m• T• m m' m' m• m• m• m• m• m' m• m' m' O (n O o Tx m Tx T T m • • mx O m mx Tx Tx mix Tx Tx Tx Tx Tx o 0 z �' �x 'a , �x �x -o , . -o m AN AN AN AN N {'- -' ; D,7, AN i>:N - AN {?-4 A-4 A-4 A- -• m m I A I A I - I ? ' r I W 1 co om I -r 1 . 1 W I A 1 CO t W I W I Ca 1 0? G W W (,, - W O - O -I 0. - O . O. ' O 0 ' 0 ' O - O O - rry O -zz as as xa xa F. x0. xa O� xa xa 0, a a a a a a zg 00 0o v0 00 rQo 00 00 00 00 00 00 00 00 00 05 va ..e< m m• m• m• m• m• m' WD m• m• m• m• m• m' m• m' m' _, PI mx mx IT mx -max mx mx �m mx mx mx mx mx mx mx mx mx z 4:1.:-Y.- A, A, rn-I 4t A -i-. A -i -. A� 4".-• 4"-. -P- 0 I* i- I I 4.1..; 41'00 o° I t I t I m it s I m I m 101 I m 1m 1D a; 0 O� O� m W (.1 f.! -*1-1 O O O O O O o O O A a a a a • a a a (T1 a a a a a a _- ,v m In 0 Do OD Da pO P110 O• mo m0 X m0 mD m0 mp10 m0 m0 ma f0+70 P10 < D O -max mx mx -max Pax mx mx mx mx P1 z mmox PI mmD" max -max `*x mx mx m -n = : _ AN AN AN AN A_. 4".11111 4'.- 1 O N A-4 AN A-4 -. P_r .. 1 -P 1 I A 1 l a° I 2 A a co � 0 C ? ? W a a a •a a a a --1 z o k. ' O o o ' O O 0 0 a a a 0. a a a 111 C11 P048 o8 08 0 0 r O n 0 0 00 08 M • 0 E o 0 o a o a o f 06 05 IT• m m m• m• m• m i i , .73 x• mx m • m m m mx Tx •a TX -max Tx Tx Tx Tx Tx _ �a"> > •• �� I A �.a 1 a 1 .p 1 W 1 I m I 1-. I m I I a? I a; 19 1 W. 1 oy ..,,r w rn a. rn m rn W c, W o 0 0 0 0 0 • \ 0- • -a a a a a 4 a a a a a a a a a U1 tan y !_tEL����-_�lf1 oa oa o0 00 on v5 op' b2 06 oa o0 op po 00 00 05 op .. m• m• m' m- m m- m m• m• m' m• m' m m' 71. m W i �.� m m m m m m m x m x m x m x m m m m m x -ax 'ax -ax 7x 'ax -Ax 4A_ -a -a 'a -a 'Ux Mx Mx Mx M x IArI CO. ■I + E -N N N N m ', V A 1 I m I ? I co 1 a s 1 03 1 9 1 9 r ■ LL x i A I A 1---P. I t 1 0s I ? tea, i I _ �. f� F . o 0 1a to_ to to <D co w W W O O O O O 0 D a _ ti4, xa a '4 xa xa 4 'a 'a -a m �� �N -° � � -a a to. 'a a a 4 4 rn Q o 0-6 05 05 05 05 09 05 O a Q o Q Q Q o a 0 0 0 o O a O O "i 6 �" m- m m m- m m• m m m m m m m m• m m• m• > 9 .•x -x -U P1' Rix T x fxi x m x m x m x + m x m x m x PI. m x T x m x m x m x A 's $ ' RF m -o m -o v v v M o o v v v v coc,, `` `f3 oz lg Q § W � N O p • r- N O < I_ _ _O �> / _ v O v A Na- O A N O A N r. O N A A Co N z-+ z-1 W -1 o W G1 m ■ A A O a I p I W I I W I I I i I ai W I a 1 i 1 of l a t a I G O ' O 0 O O O O O II o 0 - 0 - 0 O O 0 O o °a °4 a x p U l : a 0 N 0 m 0 a 0 a o D a o n O a o 0 .0 roc, p m m mm mx - - - • 0 T. Tx Tx Tx Tx mx mx mx mx o 0 ax x a A w m A- A . A_ --- A,_ A r A_ A- . .o ._ P_ ._ A_ .- #_• _ - I a; I a i m IM M I Qu a4 i a I o 124 1 a I a; 1 0 i m i m i a i o 1 O i m c,+ W 0 W a - W O -I o o O ; o O aO 0 r 0 - O xa -a -4 '4 4 4 x4 a 0 a4 .0: x0 as s a a a a 2 D a O O D o 0 5 v o 0 0 0 5 O O - 0 0 op Co 0 0 0 0 0 0 0 0 00 0 0 - M. m m m m m m m m > m m M. m m m m' m m O MX MX MX MX m MX MX MX WM MX T x T x T x T x T x T x T X TX M -a - a a a -0 73 a O m -a 4". Am-4 Am x-4 -m_ R• m A-4 44.-4 m I W 4'4-4 P 4'4.-1. P A P A A 4'1.-4 P u �� O 1 9 1 9 I O I W IM I 1 9 1 9 O 0 1 1 9 1 9 1 9 1 9 1 9 I a 1 9 1 9 O al m W o al 01 al 4+ m-1 O 0 O O O 0 O O O a as sa a a s a a a N KO a- a a a a a a a a io 0 0 O n o n O n • D D o o O n o n --u 0 0 0 0 0 0 o 0 O o o n D O o 0 O n m < m• m• m m m m C Z Q max mx Tx ax •x mX 1 mx m% T PI " 51 ax ox x Tx m x Tx m x x PI -p 13 13 71 13 � * ~d M 4'. A-4 A-• -•-4 4'.- * 0 A- ..- ,n- A- A 4,-..- A- A_ ,- 1 w i co I m a l a s I a s 1 1 W I a O Z I w i W 1 w I o 1 a i i a I Q T a al W 01 W a W s W A O a O . 0 O O O pO -a a a- a i a a a 4 a a a: 1114 4 a a a ea 4 ;1 05 po pa •• 00 06 Qo •a oO A m 00 0O 00 CO OO oO o0 oa• m PI 0 Tx %x m 4 mx mx mx mx mx mx U t; PI 1x tx �x Pi x A,• . A_ A_ 4,..._ A .... A_ ey A��� A_ A_• A.• --+ A A- t-.- .'D I m i s �ap 1 m , 9 , 9 , 9 I , I'Os 1'�.A I w.- 101 1m 101 101 1m I C 101 1M _ ..)° ia .D o, - la at at lD o, "'jam, '.10: o o - w o o w o o - a a xa a 0, a 4 a •�a cn Q, % n a a a a a a a ... >z 0o v• o0 0a 00 on oa oa • • 00 Do 0o OE Oo OE Oo oa 00 O m• m m• m• m• m• P1 m• Ai M. m' m' m' m' m• m• m• m mx mx mx mx mx mx mx m 1 , %x -x mx mx mx mx mx mx mx o 0- _ - 0- A_- 4...- (J�- -It- -it- .P- A- A- - -s- 4-..- A:- A- A- xi i W 1 a, 1 D? 1 as 1 a_ i m I a? I as 1 W 1 al I a° 1 a° I ao I 0, i ao 1 a O 1D c0 o tD ca ,,,-.1 c0 ca W O .1.0= W 4 O W O O a a D: a a a: a a a: a 4 a a a a: a- a a1 05 o5 0 a Do Q a o 0 O 0 p 0 - 05 op op 0 a op 05 05 o a D a • m m' m' m m m m' m m• T'" m m' m' m' m' T• m' mx mx mx mx mx mx mx mx mx mx mx mx mx mx mx mx mx • '!II �ZU D r Dm •r 0� _ 0! !I iiii.: p V W ! O :�i - fib.: I= „ , m 43,- :�L4eN m tno.dote At, 4A1111111fot 1111 iiii ih 40 . C, 01AEN, 3b�i� y 1 6/13 item 2012 1BC b1 Job no PB PAZ PP' �/g- p ~. FOOTING SCHEDULE design TSE POST SRN IE�IJILI ING3 [lc_ drawn KR i & MISC DETAILS 1� r r•f ee C f'h" a Ftm-1,,$LT 1 10 MPH EXPOSURE B WIND app'v'd TtP•) v f'T" J �•�"' �/ cawuly+ar wore oep.�on k. dote D6/07/13 ` ` I r T Country ® 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 Town Everett:(425)258-4171 •Puyallup:(253)840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 ® FAX: (425)742-4378.800-824-9552 ERMA BI LT Contractor's Lic.#:TOWNCPF099LT V DIVISION permabilt.com•facebook.com/permabilt Quality:Our Future Depends On It."' DIRECTIONS TO SITE JOB NAME: fv 6,121-4, Tr SHIP TO ADDRESS: &V VI,A, {Z.6A-R'F 1 ST Po a7" LuOL-a i krill cj61bC TELEPHONE#AT JOB DROP: 3Id0 Soul &Vet/ THOMAS GUIDE Can a semi'turn around at the job drop?__ ID Yes ❑No LI Back-in Only ❑Other Can a two tone get into the job drop? [if/Yes ❑No ❑Other Can a concrete truck get into the drop? Cf Yes ❑No ❑Other Will a 4 wheel drive vehicle be required for deliveries? ❑Yes P No ❑Other Directions RUA/ )bL/ 16 Iil�l�(i��el'�A1 p'lo% )N57/9Awe' Or I/N6 , ,2; jovT.j-1/ pN ' I1(NF� 04)-1—a fry /771 43C-1-4.11 jtgow D' fl 6 ..fio E O J eletc, ) DIRECTION S 211A-/v grat s- v 'Truck Dimensions:65'long,8'wide, 121/2'high,and it weighs 35,000 lbs.empty. 2Truck Dimensions:30'long,8'wide, 12W high,and it weighs 18,000 lbs.empty. ®2012 Perma-Bill®Industries FR 35 07/12 1 11 M 11111/111 I"I Front Parcel Review Parcel 994600204 Printed: August 29, 2013 JAMES G MERRITT Site Address: 60 MARGARET ST 60 MARGARET ST PORT LUDLOW WA 983659505 PORT LUDLOW, WA 983659 PORT LUDLOW WA, 98365 Parcel Number: 994600204 S-T-R: 33-28N-01E Total Acreage 0 Legal Description SHINE 2ND BLK 2 LOT 4 Land Use: 1100 Flood District: Fire District: 3 Planning Area: 8 Flood Map(FIRM) Panel No: School District 49 Zoning: ( ; S COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports arby YES NO [ ] Designated Ag YES [ ] Shoreline Designation: YES • fI^/' [ ] Shoreline Slope St 'ty: NO f e -,���tl�cx. Stream Type:YES Fish& Wildlife:YES 0 Wetlands: YES • Rare Plants:YES0, Seismic: Landslide: S Flood: YES • Erosion: YES 0 Aquifer Recharge • rea:YES SIPZ: none At Risk gh Ris Coastal CMZ: one High Risk Mo e isk ected CMZ Stormwater e plan submitted: YesNo [ ] Forest Lands: YES Adjoining Forest L Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: NO [ ] Archaeology: YES O . ,o, [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure: A • sort YES Mk MRL YES Forest Lands YES rro [ ] Landscaping Required: Ye o [ ] Parking Spaces R 'red 111, 2 Other I- 1 Building Height: 5' P :C Standard [ ] • Impervious Surface coverage pe centage: Resource Lands&Public: 10% ural Residential: 25% Rural Industrialir UDC Sec 6.7 • Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial ands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: 2-MO Left Side: ' Right Side: S Rear: J Shoreline Setback: LSHA Setback: [ ] Road Classification: t y bi) cc L O,Gue,- , Road Approach: oT REQ'D RAP [ ] SEPA Required: YES [ ] Flood Certificate: [ ] Existing Case(s) &Condition(s): Violations: Yes No '�— [ ] Recorded Date of Subdivision: 7i A Over 5yrs=UDC—) Plat Conditions: c W' /f <5yrs=Plat Conditions on plat or Old Ordnance [ ] Lots/Require Declaration of Restrictiv- Covenant YES , submitted: YES NO [ ] UGA No Protest Agreement YE_ ) submitted: S NO [ ] Site Visit conducted YES \LS 69 [ ] Require Final Zoning Approval YES [ ] ADM1N: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 994600204 Cases Name Review Type Status Planner BLD13-00241 MERRITT P Application Received: 8/6/2013 Permit Issued/Case closed: Case Finaled: NEW POST FRAME GARAGE, NO HEAT, NO PLUMB SEP12-00001 MERRITT F Application Received: 1/3/2012 Permit Issued/Case closed: 2/14/2012 Case Finaled: 4/26/2012 SEP83-18 (ees only) now filed here SEP83-00018 SHELTON N Application Received: 7/14/1983 Permit Issued/Case closed: 7/14/1983 Case Finaled: EES only record....No permit Now filed w/SEP12-1 SOM83-00018 MERRITT RCR Application Received: Permit Issued/Case closed: 12/9/2011 Case Finaled: II 1 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/29/2013 Page 2 of 2 DEVELS MENT REVIEW TIME WET Date Time Comments 1//3 tkK- • /7\a" r- , 44 DW \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 Ojce r7lan —~ 16521 Highway 99,Suite C•Lynnwood,WA 98037 3181 Pipes*Check After Doing Site Plan: ptic and drainfleld ' Lot size •Draw North Arrow in Cin — _ ' Own , e ' Ltj — – POS F ME B ILDING Everett:(425)258-4171 •Puyallup:(253)840-9552 roperty dimensions ewer lines Ievation of property ___�� a Administrative Headquarters:(425)743-1555 7,edsting buildings Setbacks of proposed&existing buildings Epodies of water ry FAX:(425)742-4378•800424-9552 [�(Proposed building ain road with name . , Ioorplan �� r ERMA�I LT Contractor's uc.•:TOWNCPFO99LT [::'Easements /� Access to proposed building. Slope, &Contour (5'increments) I`t• (Zual{ry:Our Future Depends On It"' i ermatiin com•�cetwok com/ermabin rA- f�`IT'S' ".d /7i.1W G % T Job Name: I"" Job Site Address: �%?(J /_UV'7�t.f Legal Description: ' f 1...r lei.I Tax Account#: T/ 7 ip G `7 i.. 7.‹.; 1...(yr c.a F., . .3*14. FiA, : 2 D ' ,,--- 5 .1,. Vti Rs. t T Cs N S'T12-v'-77 o4J iN4 S t) G-K P►c,t£•S a ts ; k Gv►Tf ) Do4 r<, ; • La la-: 1€2' L c>53.F 1 '-R-0 Paso 44.pr, L,•!,v s gLa U- . 14'245 al to 10J E (at-ki 1444&Ss°. 704) 0 , ID°i gq.Lf9 t f 1r 1 f E ; w t s f SCst W • 1 I I r-lo`— Z(2 t s r -- % a /62€4 % ,„..,„ 'so, is-01 I, v s t ♦ , , r .. \t---1 ,,.......41. • 1 labs i 3b'XWZ1 5.4_fLtzGe F APPROVED s p 33' 14%o. sin P w(ovEeaA c, I AUG 2 9 204 I. ) Q JEFFERSO C•.w, Ibv f :!CI.4g / DEM:OP •. I 1. , ., , SIGNATURE: '7, ,I" / / • 0 r 10 NQT SIGN INCOMPLETE SITE PLAN! :ustomer has verified and approved the location of the building,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy fifties are shown on this drawing in 7rectIocation _ n -USTOMER SIGNATURE LEAD# 5�/} (("I'I II'll 1111111®2012 Perma-Bilt®Industries FR-34 07/12 . 0 • LIc.tavod,A ,iti A VS Yr Setalienfau XI ,FIF12 InIKUIAMCO lo von :as t.rumi w 0 — o e r1an ... w __ Town St Country' 16521 Highway 99,Suite C•Lynnwood,WA 98037.3161 P�I atae Check After Doing Site Plan: ptic and drainfield Lot size _ __ POST FRAME BUILDINGS Everett:(425)258.4171 •Puyallup:(253)840.9552 ICJ roe dimensions e Draw Noah Arrow in Cir P ny ewer lines _,Elevation of e Administrative Headquarters:(425)743-1555 istin buildings propeiYy „r._- --'. FAX:(425)742.4378•800.824-9552 g i Setbacks of proposed& buildings odles of water o��B � ERMA BIT Contractors i #:r80,;/: FO99LT Proposed building Main road with name Iloorplan / Quality:Our Future Depends On It.' Permatiin.com•tacehook.com/permabilt C�Easements Access to proposed bli(Iding IC7 Slopg�&Contou (5'Increments) 0 (� Job Name: r`"i1'ITT" Job Site Address: 'd 41°li— T *, Tax Account#: 7 1000 2,01 Legal Description: ..s. e1 en 1 I Z-0-1- .-ca S"12 F , 6,1, : .2 D t )`1 i,' Pb_cr i.--ie**76. 4,crai,c_77 00 cry G ( 'L es Gti r S) JDL,,Jus �S S PL SN LKS l xl S-fl me, JC+'t /'rv!1•,✓r'O V C • i?L IU2y A 44.64C: ''il L '?1 AA A-72.G ii-e/ t S7- , �.. '1 PoS 13L0 h,- : 146 , _ � ul.i o��trar-lC, IA- e.&SS -700 721 100' q q.'i9 1 li* t E ; F 42 t I Y, . rc 5 F� , 1 62,4 A. V , ,....x \ J\ A1 /S a 1 ‘c".4., i, `� r ,N \ V, r...N..1 \"--4$ i . i , fDsf I, 3 ai k 4/2' T.. 614-fr I-66- APPROVED sl ,� 33' f4860. SITE PLAN f vv(ove,tl+ ISC, r , AUG 2 9 2013 5 F aso C sj p 1a4) f q9.4-`, SIGNATURE: 77/11r ,/ OP I. • Il 10 NOT SIGN INCOMPLETE SITE PLAN! :ustomer has verified and approved the location of the building,orientation of the building to the North,and verifies that all Grid White•Customer Copy Plain White-Office Copy Unties are shown on this drawing in the c rrect location. _ � ISTOMER SIGNATURE 3 LEAD# a 0 2012 Perma-Bilt®Industries FR-34 07/12 1 111111 11111 I1I[I"I Map Output ' Page 1 of l ArcIMS HTML Viewer Ma• -Jean St �` ' �t — j - jam' �::. r i „,., At ,, ;ro. -7"---- -4+:i-' ' ' 1, ,.4.e. , 'yam a Legend i �'"Py Selected Features I s JC_Roads Parcels-H ° G: w v e * ' 2011 Aerial Photos, ,., . .. '-: ,,, : 10. rt - klA g.3r..; St .mom .4. « ; -4” - -- : „,:.„.,.4 „ ,„. 4. ....... , , .... , .,. ., ... ,, , ,, i �,�(��° (+�s, :{�;yf :.•..p yip,ru G}i'I:"i C SC:(XI:,G S ,,. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Aug 29 11:30:30 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/29/2013 Map Output ' . Page 1 of 1 ArcIMS HTML Viewer Map • • • I \N\ Legend Selected Features JC_Roads - Parcels-H Contours 10 Feat Contaur F'. 50 Foot Contour .1a':7<tr=1 S1 A t1 :.ra.dOJ r_oac; GIS FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Aug 29 11:32:03 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/29/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• • MITA4 , Legend 9 9 460)203 Selected Features z JC_Roads Parcels-H _ �•-� =_ DNR FP Stream Classification z r 944640247 9'946442066, ....... f F-Ftsn Handal Non bah Habitat 4,4/ Np Non inch N3tnt i•Porenn aI Margaret S' Ns-Non.tan Nabrtat-Seasana: 44600104 S tnventoroct Shoreline 9Qq(y�p1+c Shoreline Slope Stability 994600142 994640104 994644006 994444244 r_ r , , lntermotlwto .,a I I Unstable U nstabie Recent Lanhnhee Unstable Old Lanaslsic Moertioa FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Au• 29 11:34:04 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 8/29/2013 Map Output ' 0 • Page 1 of 1 ArcIMS HTML Viewer Map 33010 ,b ¢ �r a y N. 41,I , „.., SI 904400204x x i t, 82133300' 1M z i - r 994400203 4 \ ' 904400106 \ Legend fSelected Features 9946Gt�. zO2 �g I JC Roads _ 994400101 Parcels-H " Seismic Hazard 904800201 I " '— -_I Margaret St ';''wY'rl r .1 994800104' 994400103 ....:. 994000103 9948(101,r'a ' .. I.. .r '�i fr.' %I.A),:7rtr.tb1:rr_r-c•:ai�urci,vcr,..3:x-: cr GIS .Cr... Ott FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Aug 29 11:35:16 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/29/2013 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma• 8,'332,),0 I e , ,,, 4. � Er 333003 9tA C`303 94603#6 94raii?: y CO y { t � 9 ......,, _ I r- ;.133.3,W1 ' i life -.1 - � 904600212 994600213, 9446002, . ,+r.'x` Legend Selected Features 994400205 •*•Tr+Yr;+i. & .iC Roads 00202 994600206 ,"�.4+104 Parcels-H 994600207 994694206 _• .+,.,,:, SIPZ , ...- 1 ----____ Al At R zk Sin Si ___ ■ tlgs R Ask SAL Margaret$t _i_ n Cwsial SiP2 9046001041 I "+ .,, ,:' 1994663103 994600102 994600101 16C,000 r +f+i is 1 11"Milliiii.iii tlar:ra.dl i a•..r-e siri Carr.;Cer.•s o••..cc>GIS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its ollection. Thu Au• 29 11:36:10 2013 Ili http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/29/2013 Map Output II • Page 1 of 2 ArcIMS HTML Viewer Map , 1 k-i- 11 VA: t,, g '‘.. .atripj .g, I S! 52133.100i <Z•.:k::.:2'2 <2.446i):2 Slci4E4)D2'' W44CO2 C.: IP 6 994&X208 1 1 ...._..- ,,.., g .... 9941.. 2_2,, , 994;:i1X2Cq 9946c:0205 ... 99.4 6CO20,1 ii 1446020' '--- - - Margaret Si ;YA4CC2C0 994400'03 2 Y.,4,1,TC,2 ,a,s4E. c, 9S,06=. 9944=-1 --___ ----- ,-- -_____ ____----------- '.1 1:,:rir.de.1:r.•.,-',:t':+111.2w T:w Ctrr:j SO -,...., .1, , , 4" .1. http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 8/29/2013 Map output ` • • Page 2 of 2 Legend Selected Features .X_Roads Parcels-H County Zoning MPR SF Tracts Rural Resident ial 1:5 R u rat Residential 1:10 Rural Residential 1:20 Si PR Single Famity MI MPR-IA unalamny MPR-Resort Complex Parks one Recreation ■ P.1 PR Open Speoc • Rural Forest ■ Commercial Forest Wielding Forest amHeavy Industrial ■ Airport CPF ■ MPR•VutagaCenter ■ AP 1:20 ■ ![oral Village Center ■ Resource Bawd tie. Light Industrtat MPR-Ramat ton Waste Mgmt EPF Lt'M Lee ■ Cwsaroacks,GC ■ Crosaroatts.CC ■ Croserdaos-NC ■ AL 1:20 UGAdtroan Commarcia UGA-Urban Light Indus-trot UGA-M DR UGA-IIDR UGA-Puetic UGA-LDR j;1tyy� UGA•Visitor Oriented Commercial MPR URN Brannon C -80."M RLO Commercial Forest Mineral Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Aug 29 11:36:44 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 8/29/2013 1 FILED FOR RECORD AT THE REQUEST OF CARL JOHNSON AT 3o MINUTES PAST -2, ? O'CLOCK ON THIS aQ DAY OF .74.p'4, 1996 AND RECORDED ON PAGE /a9 VOLUME_L .OF PLATS, RECORDS OF JEFFERSON COUNTY WASHINGTON. . a,,ONC MON "73.',1 4 M • !•O NO•e•'•O^E • _ G °se.,t sr i?A ;o-• /....Li Tea-iX43°°eo.1 CONC M0 • �° r2 J M 2 OD# o ; I t�;�ry r o mr s�/_sAL_ 22e4J4' 00•.ci0•E ^ h. ••9 •. g . /slr.fg' '4C' n 1....•..• -_ _ -- -K1-'14 � ISO• O E•f0 t0 2 ✓ N O•JO47. CD O. i * (0 a i ° ". J t! j, c it L. w • g Vii• a .] ,LS.S!• O ,� O u' 1 r 2 ° •1 • •'� •p r fir. •• o °-� P1•°o r : •s •So e • C • .1.-7 Z a• C O• 2 .OZ z•jw V• o w ISO �• ... T I .• S f• ii ♦ Cr e . 244.0t...„. •A o O I 30 n �.1 e: p 1i yr, [7. 1Dr� D∎ o VI 0 e C I- N •Z - �,�/� -• J► �i j.- r h• N • A f45.85' t1'; 0*`ri.•• •] A Z!4"� " ll a 3 - i• 16 T /.5C' . •..a.. :7 3 W � • i� �� e l f's. ras.�s 41 p� °o /\ r%3 i`o g r I I± + �i= o • i> a t� �- • ] e �1 • �• - - - Qb Q SIG II r =ry s • MI ...Awn P•IOII•I 10 S'/id West Lone v1 M ' J O /'�. /w1 - -� a O +i S S :< •1 w • ► , . vp-r®- - io;i�7o•w-,16C4e•--- --t6 b XI J0466.40+ .o' 01 v N Z • e 1 )I•41 ]r e . JY •• r: lrD4.i62 V• : : I. e u : + .� C 3 �a i 3 9` ` a" ••°I T�"r • A v W •�P "ii, r 1• • NI •I.J•'so...IO w 2 • 1 w „ N • la • - • N 5%5 a '• XI i„45.54 15 D • 100' • ± • i•�• I +-• • �. 100 lee' _]• 8•' •oe• v.. ems°. 0 0• 10 I. e, 7S2 S'DSO , •jJ»a L- • • __. ._ la i7----'� • • �' • JO°46'10"W y ~ % g • r, y M m (Dn ] y n O h •-•C7 MN. < C • 5 f •A A°I r. C S. •~•V• ••• O i O 0 1f :�O rY OI�I C•DQ OVIV• •�. �h1 0 0 C ow w �C�•w pp•j or l••�•• Iii �7 ti o°r• •00 :w •0!.•i riff •S v 4 C -1 • Sr • • P•r 01 w n O G :97-- .400PO"N AO6•.•H 3 O r R) Io •la -Are. MI•rgDr.V•LsN•Mr�•O i.: .•1• m C a . •• r♦ •} •yw� •o •fJ.• .• pa s 9t _D•■ �D■ naN J c.1 •.@ 1 „1 a:• 601 2011 Y •• o•HO•OA.EP. •fr OV..2 O.AVh.0~.w.0.1• .0 .k O 0 0 I. r \ .••M = o OO�OO.4 000•.I 00 *I 0 ••73 w• • rN pi M7 r0 D' w IUi q Z O- •r •wows ••f.••w• r w gam! R• T � Ii �g� •' i • : li=3S "1-•'1W24':112,1;11'.•• � • .°.�� aoaR � gn'�°=`3$O od�:o�:a 41 � 1 •' f. 2 = a o a ev• w •v o•• •I•i ppor OD 2n•ro•ed• 4• t • a N �p rq 04 O • o• • v1 v�•?as w w•,.w••=is r w.•o�i ro ••.rday°1 N A.••••w�=•S. o as- •�i•n v•OW In (W71 CO wM?5 0.dr••p4p1I•C••/OO MP ~•►• •• O OC * .. a-•�'/ D \,1 O °V• , 2 �rr'c0 :a:O■Cw0.11. cMOwe�GH: a �e00 co• >�:PO'.�• G m co 0 Tv 3. • j•v. n w a0. 4•NO0 Mr• O zw ?w. p; 0V• 0• Pn,� �p • •cr•. •2 •a•• O 0•I1 VIM 0 •c al • • w •Opti•• r1•••cio ro W I- n •V • V ••r•0r r .• .G• .• w II W=,•z ! • 1_ O ., S. r 00• OC Y••• roe rr0 iO N0•r•••�!•O N M•.w•.O.• . 0 v I /^.f VO O o �MR •wv•p,a•w O:.••p~ f: •• e.g... b zO•r�M_ �wM Ow w C • s • oZ.V.B. C•�Fe/•C7 Qww� we . F■DC•D. n al�o..1700 0•w...- D'o�•e .e r Z O• •• 3 a Y•w _ •.OOw ■•G"h•••I••: •0.•• ••: <O M. s4: 3 I. ••Mi00Hw 0.•.0•0a .. C 3 .is S. - r 3•EA 0.1-44 CI••0 ••r 0.a p v a• •y B .. r• 31 n• .":;8,„g w 8 O • z ••C V ; F_�••I' "O O ji-• O w:4"0,0,.p•�.• //�� 0 .. e� n 4 $a ? ...3 a..••on a33a51'ID 30 ••• 4 -•a c' °a�o�••01.. S 000 0. 0 2 r•me° G S. Oy 0•r• C ••e .••• ••rw00.•a n• Y•'p iao yNy O••.S00 i•y•wi«•. ?h DOH = S. v.,• w p w•O • • S.r r •w •o... �e ?O 0•e r w r q J_w O• N•...,1 mz 0 •3 0.070 s-.� /j� T D r wir: • ••o•: O o•aiw •0•w00D.O.r •.• r • ••0,.,•1 v •F'N'•H,J S•a• H, ?rZ•t ••� Y• (•/���t = p ow•/ •.Er O .,,:t-7 VO97 ••.r r0 ?Da 3 - . 0461+•-•jlp#rm N; 0aIF I.,_ In= utp. I. Vw ....in a•••r, • r, •Oaf • Dw� ••y F•0w r0:• -• v' ■°[•!O _ • ►' a rd,O r pw•w• O' r8 ,w0 • lg." ": .. ".3 a-- r: 0 • V` 4 0 • 1a . S . •.w� Y F••fN ••0ffin w �a0'1? n• n•°f •?D ,V rn w r«wD 4�Z71d�71e. 3 ODi~ �� rn•~ t�ti o :M !. g0.•wr r o • O C•• Own g eaa oi1,•.:.o.i0 w0 -•,1'•. • • IPA -f) r•• • ro! °p rs g: •,•Owo a c " If/ • nrR• •r o r 0 i. '� n g a••e . . o • M•1 • a ? . ti w w• CO •+0 D w. _ PI 1° I O w 1 R w 0 K •S. S. v • n w O - •• •••� 0 Ir tr 0\' •CD are'o0n • r0..NV'r: :o• C wh = ( V• r .01 c• ••yI•�psp.• • •plei'ova 47_ L . •a • C D•D 0 ° O g&y•• 1•r rp et owa k. .3••9 • �„�g :.•:� v3O.0003' - O u h `� • G • S••� °9: t .• a•z o•e 'e■ �• o•ppa i5r�vrro - C w a G h1t i• 1-r ° ' I wv0 ••••• c• ° y •0 Ulm • » r,' _ `L ••rwi off,• 1111 .."S SV w W:• •5OO711°0l.WI' _- ., t�•• -= •✓s•.•••v I.44 :m �00°■r'•IA.?•• 0 y: rl••C�r °•••. o?r o O, .., .... �...1•:',11 i•� p w •.0 • 1�� 1 J �••:, .1 7 7 ,10 0 .• •a G.O•P•D *�rel. .• Oe• �.ro..•.:•I■ ` '7 /./• re •r , O 6j'`• °° y\ a 6 4 •i••1 D 0•a'n 1�it7t �o S. S. aOb :.••°�0 IlP.. oVW°:•% •o„D•.•ygs,•• ' - D O • 'i Ka v v a. w r.. • . s,.. .,.,y 2 o - v/ 0 S. at aA -r�•~ prtiw�lo s o r.••rr - W o D r■0 p wwv•.- n? •[�^• : a•ewo°o•• •�i•e aO S.2,1 QMfiw>7.O..w• = • OD• ,0 •0•• Ol ets•010 p.'.••D n•■ _ •i (; O a Si 0••jog•D r::• •I•V O w i• ••,O• = ,,,,gi�pp,,++• Z• ., o '1 w p� •V 1f:;O i 0 ?:• v - V' �.. C. roa[c -0i 6 � �� : '4 b j:�•:0:1+0 0. -G.to p"r re ".� •.... -C r • •t• 0000104 0 no • •S.• r n• • •El > p t'S.-.7 k• i raO D •°• 1 r rr Oe • •• 0 O■.1 • i ,. y O n G . .4.15%1 w. f•OCE.r� ., ! ' °V -• rr6 o cue: • `_ _• ive•aalf IS AVM os et 1-0.• ••in i C !. Ny prrn1:,,•O «Hi • ` v` �M7c U y V V L - pv a0�� M O �V:Fop poty'� V +L/ •0•• 0 • ••••E.0•• ■•^• 3• 0 + �. 1, - 1/4t s If •pi •.i ••••••••.1• ••. • •t.O• c• a•p•aa•.i~ ti. f\ ,, •O • �F ••rc 14 0 r�og• -zg •f 6D 0•�o n p�� �- a 11 `f I O. D :O a•,a•,••f rp M 0...g. N w rSt•�. -V �'. •w i • ' l'i , - •• we 4••• i e D _] A' \ •tO ".■�.ar'O S. Pr....i.. 0 ~:CG„6, R t �0 ~ oD••.'• s S. •w•w '�•• �r •K•••1 ns a • 6 r*•170 g as...: -5- -O:•:1 4 a eaiT/�ia s r I.IF a.°e .:roIn•: 1.� Eaa ws S. • ':~ _ D St 1e S. is ,I t * .-. y Ma.•.n • r 14 •sPOir ,t 0 •o1•.D -a- � I\ : •'• .. Ye:i ,aa•wr• ?.• woe 1 I` 3 •• S. •ry1Gp d��•a�R - .y5.b •`�` O - , O 6 • •• n.• W .D5- I C • aD•a•M \ rO'�V 0� •.wF•.•: Q a D r.o 0 I w ii • T• j v ..-...- .-- -- 3' •• •• • w •••er �• 4 6 r/ bG a) 1 9\-d.1 COhbe o s2 v aTZ Zr rOi m � 0 I-rrn I0y A :r m ax m p p v m m i tLnnf(77 m ', A > c fl a s pp — D O - 7t '- N M m r O , M C) to A N 0 0-I l/1 m :: AAt 4.;1 4 Y) I O * O c N Z gX m c)0 1 0 its 5 = v >,-� � m1n ��tn .- — mC):p� 0+1 rp� to 0 9 A m < s N m o; 1 A 2? Zm m2 > o > �7D0 m �0 m p v m S x to — 0 m Z 11 x -1 o y N N w p 0 m Z d s m - g -t 0 C < g Z Ag > � m 2 Dxl Z n } ,- ‘18241P *zT zs ! " t3.-1 .0spn A n p y Na m t - m nm ,� + g > C O - n g a s =g _ to 2. 1[ j WN W — r* m o m D O Z y O > � O • N r v p P5 O o < ^ j O$off $5r . 8,$ O xl 7( _.mA V N 2 p m O A — T °O m 1 s -a rrZ i r 0,8 .z I p DN R m "'-. � g XXX X 8 Yo p W O O Z D N m v. 'a IA , $ 8 8 m / / / / // Ln/. N (SE 1/4 32-28N-1E) • w e i �n // �lfTs. d N s2s9m•is MUD FLAT 1 y / oew0,�co ao.tow W g2 ya�4a � 1, / !' c / }0 s CCOi w '7 $� 00 X C u3{W. �l i� 9_;, CI, P Tt, wOOWO /' ' 821333006 L O e >r Y!, Z GOVT LOT 4(E240•O 8360' o L000 N 626')11 TAX 8 . N r O�T.(. Z (ENO'Or IT 360') w(k°f+l Z CO C �1 ( y 1.W a Mal rN O JJ i a \ co N(nw m / i Q am�/y, / 7 I O -4-c-w D .-i •0. A \ 1 / // XZO :� �g\ ���++ / / //I IOXN \ CA"1 j,9 :jar n-w A to fp 4 O N. v) -9..,.. 1, c1 / A ' // - / \ Li*v N Ty Oft a a ° a >47i C sti` / Q� 40 I O .o:1 A ~m d.�+� 3 a , Q oU�X^_' .co / Qtrsi�> Or^ a K> all' AV, PNOw / a CM M. + N DI a ^ I.Z w / / Q�o �e c.V- A Q nr O r V) A / / Aa% +4ac� T // D N a N A / r'�`'S` / Z to w / 4` / _ o _ 0 mm A3 ,o« o3, / / z �I A 4. <A .0. AI -1 r N . A - N T Q� D \ ✓ / A I --- _ / N m�t Z w 604.64 tJ1 I A VXN Pi U A y MERRIDITH ST. C1 CO fH .....'t Ay � ,0,8i�l .a mX2j Z 9 a� w ° a ''tieP ` / 4. r I P w w '•'" .m. jT 0 N $ ,P` ~ / CDN I N o N 649 • 4s 1_/ O � � I `ST P o p \tow ?n ti,c d• � �' ammo ` b\\ �f � m I I tn-too , - L+ z I ap C D N rn �_`� T821333015 66(ENLO)k n LN I I V XO w ` • 0.>z a O r� r,� DNO v 1 ��n (/� e2t333o20 `,7 (T (/1 00 I I N A I SG O - = LTLS AM 7 AS C D N m 0 F _ a63 a i CO X W o D 2 0 % �J` % P I(V)w , L H C) n 8213 21 t' D \ rn-1 Co ` J LoT2anrnrc O O N / CDN O 3: _--- _, o.ee a 'v y 1'1 N / . �� I� \ "co CO X W C ; Y N1=s ti ao't, � ' / / / / I o ��w P Mal q,��t I Dc°,10 58 �. o co La / / _ I I \ — — — -'I •c� Nm / /O1Cm-loo — — J w a v$� "343,7 / / rn `m IXw _Ni . m ttOO w stn -I CO CO 9 0X_ m x p r�Da`OOw r^ _w vJ P1='p I p )-x ° O 1;y 1 \\ O v m O w — - IF�I1 (SE 1/4 33-28N-1E) O • 00 73 — J U) N 0 P CA In -0 o _� O N 2 N :o Na e o o O o o uN D � M (rl N r rn O O I W CA 4s. m ; -0 9 s Z < z ,�,�•• JEFFERSON COUNTY bop, 2 1 . '-. ,,, ,.• ...DEPARTMENTOF•COMMLINi Y DEVELOPMENT ;,_, '• 621 Sheridan Street' Pori Townsend 'Washingtbn 98368 �� 360/379.4450. 360/379-4451 Fax ' • wow.co jefferson,wa.uslcommdevelopment ,. R Master Permit Application MLA: Proj�t Description(Include separate sheets as necessary) �„C'tans4-rLIC tcs 1 t 0— &)17.42.1,..� _--. Tax Parcel Number. '' COO 24 .fioperty 8lze:.14Pe, IS a.A►( FT (acreslsquare feet) Site Address and/or Directions to Property: . Co 0 1"IAP—E- T Sr, .R./71- w)t INS wI\ ' e3 r Property Qwner(s I T Telephone' Zion G - Fax: _ email:* Miler 741.4P v. ob Mailing Address: (o b APART off' LU DLO w wS Applicant/Agent Qf different from owner): f�P.ae COCLft l"13titUDI^CtiS Telephone:(41s)`t43-tSG.5 Fax:64Z5 7 -2.-4 lEk . _ email:rr i+its{� Mabi J4 (orti Mailing Address:l(lD'2.1 W`(CY �. NW m 0 . , " a031 ' . What kind of Permit?(Check each box that applies • %Building . 0 Critical Areas Stewardship Plan 1 Li Demolition Permit 0 Variance(Minor,Major or Reasonable Economic Use) • O Single Family pri Garage Attached/r•-tacked 0 Conditional Use[C(a),C(d),or C]" O Manufactured Hone 0 Modular ❑Discretionary'D"or Unnamed Use Classification O Commerciall" 0 Special Use(Essential Public Facilities)" . O Change of Use ❑Boundary Line Adjustment O Address . _d Road Approach 0 Short Plat" . , . 0 Home Business ❑Cottage Industry ❑Binding Site Plan" C]Propane 0 Long Plat" ❑Sign • O Planned Rural Residential Development(PRRDyAmendments" . C]Allowed'Yes"Use Consistency Analysis ❑Plat Vacation/Alteration" El Stormwater Management • 0 Shoreline Master Program ExemptlonlPenmit Revisions" 0 Slte Plan Approval Advance Determination(SPAAD)' C I Shoreline Management Substantial Development" Cl Temporary Use .. 0 Shoreline Management Variance . Cl Wireless Telecommunication' ❑Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Releaae of Six-Year Moratorium ❑Jefferson Qounty Shoreline Master Program Amendment • •May require a Pre-Application Conference Cl Tree Vegetation Request "Requires a Pre-Application Conference Please Identify any other local,state or federal permits required for this proposal,If known: .DESIGNATION OF AGENT I hereby designate ,Pa/� 6I.. •iti► 4 1tr7,ta act as my agent In matters relating to this application for permit(s). OWNER SIGNATURE Date:_ g -I'/-/3 _ — r Sy Iraq rrg this .. .n form,the owner/agent attests that the informaton provided herein,and In any attachments,is true and correct to the best of his,her or Its knowledge, Any material falsehood or any omission of a material fact made by the ownerlagent with respect to this application packet may result In this permit being null and void. i further agree to save,indemnify and bold harmless Jefferson County against all Aahlin os,Judgments,court costs,reasonable attomay's fees and e xpenses whldm may in any way accrue againstJeferson County as a result of or In consequence of the granting of this permit. 1 further agree to provide access end right of entry to Jefferson County and Its employees,representatives or agents for the sole purpose of application review and any required later bspections, Staffs access and right of entry will be assumed unless the applicant Informs the County in wring al the time of the ,.,-don that -:i or she nts • notice, \ Signature: ,I r A • It ' . .'_[_. Date, 7 , • The action or adions,Appiicant wiit undertake as a reans of the issuance of this penny may negatively impact upon one or more threatened or endangered spades and could lead to a potential"take'of an endangered species es those terms are defined in the federal law known as the 'Endangered Species Act/'or"ESA"Jefferson County makes no assurances to the applicant that the actions that wilt be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can lib a lawsuit on behalf of en endangered species regarding your Dote:action(s)even If you are in nos with the Jefferson County development code.The Applicant acknowledges that he,she or It holds individual • e nd no table res Are pJgr ad ng to Tomplying with the ESA The Applicant has read this rme and signs and dales A below.• Striatum:(--fikiii k. i C:\PanitCanerr\#'lf#PQR$SMHWAD ForktrMtuter,geenlir App!oon 5-24-0B.dac ,. • . • • 4 JEFFERSON COUNTY ` DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 %•41 360/379-4450 . 360/379-4451 Fax h ://www.co.'efferson.wa.us/commdevelo ment/ ttP 1 p Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: i OVv A AND l o YU74 F 4�I`ic UIW dt CIS DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E..SITE) Size of parcel « acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet i b UC O �l= sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/4 acres or more of Construction site for structures I 1045 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. - sq/ft Circle: Yes () Well,utilities,etc. Cam' sq/ft Does the project convert 2%z acres or more of native vegetation to pasture? Driveway,parking,roads,etc. ■760 sq/ft Circle: Yes to Lawn, landscaping,etc. `@-. sq/ft Other compacted surface,etc. scot Indicate Total Volumes of Proposed: Total Land Disturbance 234 s sq/ft Cut Fill 2..61L, (cu/yd) [over] stormwater cak worksheet—REV.2/2W2008 1 • • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) I4P3G sq/ft Structures(all roof area) I B24 sgfft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc T°° sq/ft Driveway,parking,roads,etc 114 sq/ft Other sq/ft Other sq/ft Total New 2J26 sq/ft Total Existing 2'718 sq/ft TOTAL NEW+TOTAL EXISTING* 46163 sq/ft 'This amount will be used to check total tot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: l S % Does the site have 35%or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. SIVL/L.P(LANDOWNER OR AUTHORIZED REPR NTATIVE SIGNATURE) (DATE) stormwater oak worksheet—REV.212W2008 2 • — 1 • �►�+ ® Hghway , • w , own & Coun Everett:16521 (i425)258 99-4171 Suite•C PuyallLynnup:(253)WA 840-9552 98037-3161 /' POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 ® FAX: (425)742-4378.800-824-9552 ERMA BI LT Contractor's Lic.#:TOWNCPF099LT v DIVISION of permabilt.com•facebook.com/permabilt Quality:Our Future Depends On It.' DIRECTIONS TO SITE JOB NAME: 6 � SHIP TO ADDRESS: 6-v im, ST PD LuDl,..a, $ k,.)14 1(36C TELEPHONE#AT JOB DROP: (te SDI &V V/ THOMAS GUIDE Can a semi'turn around at the job drop?__ ❑Yes ❑No Ll Back-in Only ❑Other Can a two tone get into the job drop? L+/Yes ❑No ❑Other Can a concrete truck get into the drop? E Yes ❑No ❑Other/ Will a 4 wheel drive vehicle be required for deliveries? ❑Yes E No ❑Other Directions ,tk4/ ) L� /U We/CT-0W r1-017-- JNSTiwe' of Q1/Ng !i j 5ovT41 o') > ' �� OVF /r-/ ir r/1I � D' In�f'�G ..iteutif '3N �''�� DIRECTION • �bI�N *wet yhN 1?.F✓T 4%,,s f'Zv 'Truck Dimensions:65'long,8'wide, 121/2'high,and it weighs 35,000 lbs.empty. 2Truck Dimensions:30'long,8'wide, 121/2'high,and it weighs 18,000 lbs.empty. ®2012 Perma-Bilt®Industries FR 35 07/12 1 1"11111111 II'I I"I 14•_ 9 T ..w` 2 f OZ/E-ZSL iilat4StlaS.. w 1 4 w Mary Blain From: Mary Blain Sent: Wednesday, July 31, 2013 4:54 PM To: 'permit_assist @permabilt.com' Subject: permit fees for 994600204 Hello! We received your fax yesterday for a building permit of a new post frame garage for James Herritt at 60 Margaret St, Port Ludlow. These fees are applicable for a post frame garage with no heat or plumbing. The fees are as follows: EH review:78 Consistency review: 228 Base fee:443 Plan check: 287.95 State fee:4.50 Total: $1041.45. If the garage is heated or has plumbing,there will be additional fees. If you plan to submit in person, please call 360-379-4452 to make an appt. And please let me know if you have further questions. Sorry for sounding like a robot.© Have a good day! Mary Blain Permit Technician Dept of Community Development 621 Sheridan St Port Townsend, WA 98368 ph: 360-379-4452 fax: 360-379-4451 mblain @co.iefferson.wa.us All email to or from this email address may be subject to the Public Records Act contained in RCW 42.56. Additionally, all email to and from the county is captured and archived by Information Services. 1 Contractors or Tradespeople Pr Friendly Page Page 1 of 2 • General/Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TOWN l3 COUNTRY POST FRAME BLDS UBI No. 600461076 Phone 4257431555 Status Active Address 16521 Hwy 99 Ste C License No. TOWNCPF099LT Suite/Apt. License Type Construction Contractor City Lynnwood Effective Date 6/30/1991 State WA Expiration Date 6/30/2015 Zip 980373199 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company PERMA BILT IND INC Other Associated Licenses Specialty Specialty Effective Expiration License Name Type Status 1 2 Date Date PERMABI179JRPERMA-BILT Construction General Unused 4/19/1983 6/30/1991 Archived INDUSTRIES INC Contractor PERMABI184JL PERMA BILT Construction General Unused 4/13/1982 4/2/1983 Archived INDUSTRIES Contractor Business Owner Information Name Role Effective Date Expiration Date MILLER,GLENN R President 06/30/1991 Bond Information No records found for the previous 6 year period Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 3 0234000008 2/10/2011 Until Bond $12,000.00 2/16/2011 Released 2 3243046962 3/3/2009 2/11/2011 Bond $12,000.00 3/3/2009 1 21542234 5/24/2005 3/3/2009 Bond $12,000.00 5/24/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 Ohio Security BKA1254953403 08/15/2012 08/15/2013 $1,000,000.00 07/30/2012 Ins Co 27 Ohio Security 54463872BKA1Q3 08/15/2011 08/15/2012 $1,000,000.00 08/12/2011 Ins Co 26 Continental CWP2698772 08/15/2010 08/15/2011 $1,000,000.00 08/10/2010 Western Ins Co 25 Continental CNP2698772 08/15/2007 08/15/2010 $1,000,000.00 08/13/2009 Western Ins Co LIBERTY 24 NORTHWEST C04158071 08/15/2006 08/15/2007 $1,000,000.00 08/09/2006 INS Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 8/6/2013 Contractors or Tradespeople Peer Friendly Page • Page 2 of 2 Infractions/Citations Information No records found for the previous 6 year period it it https://fortress.wa.gov/lni/bbip/Print.aspx 8/6/2013 41IP • CC N H O 0 LL N � Z LL � O H O N LID -- -- CO `� Q (4- m — co m —i, LaJ o •o — co 0 o s_ co -o X cc -o +.• o) Z C U 0 = H W O O CO ++ "O H 07 O I •- 7 L L L CO I-- Q J] U C.3 U W Z O CC O J tL a � `� U I- I-- O O CI) CI) LO CO -0 O O Lf7 U 0') CZ 'O I W C O 3 Lf7 3 f— Co '-. O co O CIS J V CI Cr) -0 Z CO C � � I-I O -- CO 3 3 N I CC O C9 LLJ CO I- 3 C Lu CO J w I- I- w CL CO CD CO CZ H cn O co W Q C) Cr -- Cz � � X X � o OC I- 3 CO a N Q Q CC LLJ LLJ O CO O I- -7 I- E CC J C] J N Z O W CC C) g CL CV J f- CO CO = C.J W "CT I- X W C= J CC U W N I- I- N J co cc Z H co a LLJ x I— O H Y cc co Co x f cc N 2 J cc 7 d (= cc O O co CA m W 4, `� U —) co d X Co — +-■ o 1- O co 7 0 0 N CI' co -4 co CO cc NI- cc 0) LLI 0) M Lf] O N O .- O "-- ti O O O -o L co � N1- U CD CV c- Nt 7) # C O cc N -- L a L. CC Y C — CI) O -1-1 CU W CU a) 7) CU -- 7) x L CD o Co co -o 9 Co o L L Q — O Co O S- C..) 0 X ++ U "0 X Co U7 O^ 0 -- •- 0 CJ) I— I— X (h I— co Co 4- % x I— Q " - • -' . _ - • .. . . . . •- -2---- . . Alli' . ..-,-. .y.p. - - ,...w,...-- .§.A.. ye -• . - J..„---,..e.:a.A.-,-_______ . ,r4.17•12 .:1 • . ;-e•,,,,,r,Mv.5..LLAJ-3.9.-j.:, - . w..t.i.;_•RilgEr. ..t.4,..4.-6:1i• . - - . - - . . . - . - • *.!;:: . . . • . _ • Date ro-2.(1 time received 71.* am _a) • Mon. Tue . O. Thur. -Pri. I • - - Date: A OWNER: eNN.. LA Contact Name,: ADDRESS: 6 i 4:1-1611°-"(elli 64:14 I . . Contact Number - 206 a Notes: . - " g• - - . . - • Foundation Plumbing - Framing Propane Tank Mechanical - • Setbacks Under-ground Framing Underground Furnace - Footing Rough in Air seal Above ground • Gas Stemwall Hydronic Exterior shear Exterior lines Oil -- Straps Interior shear Interior lines • Ducts # , . Post Hole . Ventilation Appliance Underfloor . Gas/wood stove Man-Homes . . Setbacks Insulation . Final Inspection .',.. Foundation-- • ':' Block&Tie floor wall ceiling --,- Address Posted s - - / . , .. . - . ••At7;`,- . C./ ...vr.a4,-,. .,F.I. .,...4..-4. 4. . -. . . - .:. • . . - - -1t#SOY:12, 4-1,71.4f• . - . . . . . - •C.: - • _ . Date )) t-2,0 'time received I 2. 7-3 am je, _. Mon. Tue . 11Ved-. <7--Fri. BLD: 1, 3-2 (-4 ( , Date: 1 ! —2 i - ' OWNER: - - •. Contact Name. ADDRESS: -e `4.A.41. .--7-1-4,51- . Contact Number.360 5.063 206 . a -i- Notes: . . - .:.;- . . • . . . . . . Foundation Plumbing - Framing Propane Tank Mechanical - • _.. - • Setbacks Under-ground Framing _ Underground Furnace Footing Rough in Air seal Above ground - Gas Stemwall -- Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines . _ Ducts Post Hole 7-- Ventilation Appliance Underfloor _ , Gas/wood stove Man-Homes - Setbacks V Insulation. Final Inspection )›f■, ,.,= Foundation . .:-.1 Block&Tle floor _wall ceiling. Address Posted - s >r ° - _ =A=-�i, . - .` ;-,..: Vim,.. Date ( ( --- (Z time received 44 0 7 am !(`•fjjf Mon. Tues. Wedgy Thur. Fri. - BLD: I d- -2-4 1 - - Date: t/ ‘3 . OWNER: - - ContactNarnec 'Cif t, 1 ADDRESS: II/ Ml4'1AfA.[` - Contact Number.360 5-2.57:3 • 1 206 Notes: . Foundation Plumbing -Framing` . Propane Tank - Mechanical ' • echanical - Setbacks Under-ground Framing Underground _ Furnace Footing Rough in Alrseal Above ground — Gas Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts . Post Hole Ventilation . . Appliance Underfloor _ Gas/wood stove Man-Homes Setbacks S - Insulation. Final Inspection '.i Foundation =.a. . s Block&Tie floor _wall ceiling. . Address Posted s Jefferson County Building "vision Permit Number: BLD13-00241 Applicant: MERRITT BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 1D-30-13 9— Erosion Control Post Holes 1®-20--13 live UnvQ �� Foundation Footing IVA Footing Drains NA,A Foundation Stem Wall N/p. Underground Plumbing N/A Straps(hold downs) to/A Ext.Shear Wall Nailing N/A Framing I I 5-13 Blockingd Drywell/Alt Drainage 0/4 Drywell/Alt Drainage /t/ii/t3 filv gutters&splash blocks Address Posted FINAL INSPECTION 0)//3 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00241 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan as submitted on August 6, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 28, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) zal \\tidemark\data\forme\F RI 11 Permit Rhin rot Q/1n/7n1� • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00241 Received Date: 8/6/2013 SITE ADDRESS: 60 MARGARET ST Issue Date 9/10/2013 PORT LUDLOW, 98365 Expiration Date 9/10/2014 OWNER: JAMES G MERRITT PHONE: 360-509-6484 60 MARGARET ST PORT LUDLOW WA 98365-9505 SHINE 2ND SUBDIVISION: Block: Lot: PARCEL NUMBER: 994600204 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: TOWN &COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2015 PROJECT DESCRIPTION: NEW POST FRAME GARAGE, NO HEAT, NO PLUMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 26,806.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,260 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $443.00 MEB 08/06/13 142353 Exist: Exist: Plan Check $287.95 MEB 08/06/13 142353 Prop: Prop: State Building Code $4.50 MEB 08/06/13 142353 Total: Total: Total: $735.45 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am-4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED