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BLD2013-00136
• BUILDING PERMIT APPLI-ION Review 00136 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT*: BLD13-00136 Received Date: 5/2/2013 SITE ADDRESS: 1094 BLUE SKY DR PORT TOWNSEND, 98368 OWNER: ANDREW J MC GREGOR PHONE: 360-379-2661 SUSAN B MC GREGOR 1094 BLUE SKY DR PORT TOWNSEND WA 983689691 DISCOVERY RIDGE PRESERVE SUBDIVISION: Block: Lot. PARCEL NUMBER: 947200002 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 425-743-1555 16521 HWY 99 SUITE C LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2013 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP GARAGE - NO HEAT, NO PLUMBING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 83,700.00 MAIN: 83,700 CODE EDITION: 2009 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: CONST TYPE: GARAGE: SHORELINE: DECK: SETBACK: SEWAGE DISPOSAL: BANK HEIGHT: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 5(? //3 C% Type Amount Paid By: Date: Receipt: Approved/Date Permit $881.75 ZAL 05/02/13 142036 Q n ® `� Plan Check $573.14 ZAL 05/02/13 142036 `r P,`® V ED State Building Code $4.50 ZAL 05/02/13 142036 JUN 1 7 Total: $1,459.39 2013 Jefferson County DCD \14ir4arn.rI,f1ofelfnrnse1C RI fl Ann Ri l rr.4 R/1/1/111 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 #: BLD13-00136 SITE ADDRESS: 1094 BLUE SKY DR Issue Date: 06/17/2013 PORT TOWNSEND, 98368 Final Date: 10/2/2013 APPLICANT: ANDREW J MC GREGOR PHONE: 360-379-2661 SUSAN B MC GREGOR 1094 BLUE SKY DR PORT TOWNSEND WA SUBDIVISION: DISCOVERY RIDGE PRESERVE91 Block: Lot: PARCEL NUMBER: 947200002 Section: 19 Township: 30 N Range: 01 W PROJECT DESCRIPTION: GARAGE - NO HEAT, NO PLUMBING THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/2/2013 \\tidemark\data\forms\FBLD_Occupancy.rpt 10/8/2013 5 to Plan J =-Town &.Country' 16521 Highway 99,Suite o•Lynnwood,WA 98037-3161 P se Check After Doing Site Plan: ,eptic and drainfield VJ t size Draw North Arrow in Circle POST FRAME BUILDINGS Everett:(425)258-4171 •• Puyallup:(253)840-9552 roperty dimensions ,_,/�ewer lines e ation of property ■� a Administrative Headquarters: (425)743-1555 xisting buildings I!'Setbacks of �Ydi —■— ■ FAX: (425)742-4378• 800-924-9552 proposed& buildings L�'gIoorpI of water DnaiDe OF ERMA WI LT CFAXon eCtorb Lic.n:TOINNCPF099L75 roposed building alit road with name loorplan Quality:Our Furore Depends On It.'" permabllt.com •facebook.conJpermabilt Easements r'I C/'� Access to proposed building Slopes&Contour(5'incr9;g s.pts) Job Name: 62eelo 2 Job Site Address: t OCR 3t`.0 SK.4 Ma. ' 9417 Z.DU Ob Legal Description: TaxAccountil: Yam row WA . *PDST FRAt-tE £ 3 jCTtoa, I--DTStzE lb.SAC. al:-.Olt o' 111 100` 140 3Tbc-KP tIES * lRAtias- ook l,lT1P_CS, { -ib downspots.+5 4 l4Shhutyks.. q39 t ^--).0 i saEcri c* . OF RzW. 40. b1�1 rIAE ltsStT, 2oo 'X r • 0' 161 Soxw I ‘-.1 N • i ce 2 EX 11 NC, ,...•.. I tt1PE2v loos '&-u wl os = 431 0 - _. -__ _ .. j x P+cc£S5 = 21000 EX 43• `.1 aco ib v pops CINCH aSr rN� : — - ilG pdu612 _ --- -as M -roTAL 6c11 Co F(,, AcckSS d- fr i w*1 {of4 1 t SF44-flf€K Fi g �l.l.Br. T2b9oSEt) 1NPET2N1ol1S - • 1..JA-Trr.lL cO C-,APACaE= 3339 cfl �,_ -- ---- _ - CwIovemm - �. �\ TA.iv EV1PO 12.as 1t _ _ OF- �.S` TdT�.= X1539 r�( -- - _ - J \C' . Cw J Q 1"- qpr 1W)er- ZoQ'XZco 9 A I • t f IV T 1 43Z' • Iz l to Q(lo 196 5 6 c)i ti se.r 60 t • . Iv -,--k .....- 404 1 N- ,...., 0.4011IP g Cul o • r. 0 e DO NOT SIGN INCOMPLETE SITE PLANT Customer has verified and approved the location of the buildi ,orientation of the building to the North,and verifies that all Grid Whi -Customer Copy Plain White-Office Copy utilities are shown on this drawing in t e correct ocatig0'� (�r��.(�g(50-4--- �`,� . CUSTOMER SIGNATURE '••<=- e4 rP�/�( LEAD# C� ®2012 Parma-W.0 Industries FR-34 07/12 I IIIIII II III IIII IIII S7u1 i C ■ Draw North Arrow in Circle =Town k Country' 1E6521 ettH425a2y 5989,4te•P•Lnn w )8WA 0-99650532 7-3161 wmg POST FRAME BUILDINGS Admnistrative Headquarters: (42 5)743-1555 ® FAX: (425)742-4378• B u I ■ n g D e s i g n CD v sb� . ERMABI LT Contractor's Lic.11:TOWNCPF099LT DIVISION Quality:Our Furore Depends On It.'" Permahilt.com•faeebook.comlpermebilt PL VASE CHECK ,+J �_.� c Wind MPH �oll-up doors fit in Bays �-in rill n r 1 g.:i:'. r i.--, {9 R ILup doors will not hit Truss � Wind Exposure f .DOS ��� Roof Pitch /S Eave Height Snow Load l '� Minimum Clearance (DElYIMJr^ YES NO (please circle) FLOOR PLAN ) t` = 249, 3vIt.i9 autLOIN(r 4- t?,1-6.c6. (N0 c,Kuwv ill t...coZptAaf A.,' 6 p 4&6— 000(4._. T D kw,ow • ,2,"OU74 4 o Ai 01.— _G 04-31,�r 14' :G g-a-x..c 0'5 v�.,U , 2, ?o w N J at"IL- '11.6kAiplj CoAr G2F..r Vd 30(1 6151451..e I EA/If tw+q-4. . ')(I5rr, 4112 Q . 6".sioA15 tlr Zvi( -fi c4I L i) of Sl2 u 2314 t 1N1S(! r�R SFzauu� �r�orr 'Lt7 1 1 31 ti.A.fkl , >. . "if lor I I' t 3'xG,` ff No LI d-C 4,a -ma-0J 6 PAP ....4 641.441Y6-5,, W 19 f e4 r rip,Z_ r; iZ ' 1, 12, I,Z, 12 , I i I lot I I Di fz} -17-1.-(..D f2 I l0r Z" 01 i31 v wwf.S -4 %a F I 3 t I. 2 x t i PT Cc-m-1-0 4- 2"x4"1 PT T= 6I C r F'F f l F rr a r:o$-s F , I r Il o t to' G.rev -$3.2 D`-lam I) viii-u-, Two Tl y e r t.A-L a ct I v _ 7C.4:+tnT *LI - 3f+/ r-A, S Ie►.1Dw*.o. (Tv 1!jsv2E ►'Kvpr>2 t9LA-c.c4.At>'vr I IX) Roo rtri• Cr Pmo rzt. t.I i�UF tr S} U _3' r/4H, 5i 061,44A- I n ®= ' Tt 4E fib(%S -.1 1° 1 I�t4 y 1�PS @ to S," � S r f7�U!�'fil�� +/ r 114( &J 0 W if-u.- ry) Li -TynIGA- ,� t , a kx sl i 6 M __ �r.__ . r • ---- 3 'a S I4_,-/-/IQ k 6kiTTk25 /( o>at 'uLt, sIOE, w+ -S lbuwrrsPovrt hits kN7. T. BUILDING ELEVATION rp Customer has verified and approved the orientation of the building to the North and verifies that all :3; 7 I �� _items specified in Paragraph B of the contra/ctt are shown on this drawing and vice-Versa.- f �/f v� 1111111111111111111 Customer Name: Ake,' ' ' ,.7- -1 d Lead#: Ip f� Customer Signature: � � �t x w White-CiTstomer Copy Canary-Office Copy ©2012 Perma-Bilt®Industries FR-85 07/12^-- INCLUDE WITH PERMIT S APPLICANT • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. NATIVE VEGETATION: Among the native conifer species which may be used in buffers or for re- vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder (Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Sala! (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant (Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 7. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with ROW 90.58. Future development beyond that specified in this permit shall require further review. 2013-03-07_SFR_StdConditions 3/7/2013 1 • • 8. BMPs: 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. 9. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-03-07 SFR StdConditions 3/7/2013 2 1 • • , 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 'Town & Country Everett:(425)258-4171 •Puyallup:(253)840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 ' FAX: (425)742-4378.800-824-9552 RIVIA BI LT Contractor's Lic.#:TOWNCPF099LT DIVISION of permabilt.com•facebook.com/permabilt Quality: Our Future Depends On It.' DIRECTIONS TO SITE JOB NAME: C6(/v/�` O� /� SHIP TO ADDRESS: /Ol ( SIB(,' 9It 1°() "Tb wjSFrt/47 w14- ?fie TELEPHONE#AT JOB DROP: THOMAS GUIDE w 1- in) a semi' turn around at the job drop? ❑Yes ❑ No 1=1 Back-in Only El Other ?Sc'r W I!-. 3C 70 X. 100—110'— • ri/. IN fmnr S Rift Crfiel Can a two tone get into the job drop? ®Yes ❑No ❑Other Can a concrete truck get into the drop? Yes ❑No ❑Other Will a 4 wheeve vehicle be required for deliveries? ❑Yes L11'No ❑Other 1 r W ore_ 141'42 l vr1 Directions �� �D`1 TWO- � y 7� � �t/✓ �l +tGt/vh — if lG1 -ww TO fbv12 Go hec /I Q trr To OI ScAV rnti /24 1 f 2,0)�yv L! >�I .D( Lbu1�/L1T / (dLL.F&) )i SCOt r1 DIRECTION CA/1—PC j550126t€ ;di ' iP) LT OLLOWTb 13ixt S�y on , (1--7—, ti M1 Nvr A TTY K 1/9 ''. 7-0 T7-1 (n{T w-ot,-f Owe par 1?v€ 1I C-r, j� Luc, Or 0(1- �,,v�, K o v S� oN (WC, LL v gut.6,4v S f 'Truck Dimensions:65' long,8'wide, 121/2'high,and it weighs 35,000 lbs.empty. M 2Truck Dimensions:30' long,8'wide, 121/2'high,and it weighs 18,000 lbs.empty. b lNnll Gd 0)2012 Perma-Bilt®Industries FR-35 07/12 1 111111 11111 HIE 1 4 �' F • • 4-g Ox °°� JEFFERSON COUNTY r1 DEPARTMENT OF COMMUNITY DEVELOPMENT ;, r44 &, J ,, 621 Sheridan Street• Port Townsend •Washington 98368 "T . J 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet /� (�, rn MLA# PROJECT/APPLICANT NAME: 1-6141t kills)[OUTAT�`1%s team VII)LD(F't i5 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 10'5 acres I An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 4C91.94 sq/fl 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 Geared, 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' acres or more of Construction site for structures 333 q sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. $— sq/ft Circle: Yes No Well, utilities,etc. -e sq/ft Does the project convert 2't4 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. 1240 sq/ft -0, Circle: Yes / No J Lawn,landscaping,etc. sq/ft Other compacted surface,etc. G sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 4539 sq/ft Cut Fill 5•a2. (cu/yd) [over) stormwater calc worksheet—REV.220/2008 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) 3339 sgfft Structures(all roof area) 43((o sgtft 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 1200 sq/ft Driveway,parking, roads,etc 21000 sq/ft Other sq/ft Other sq/ft Total New 4s aq sq/ft Total Existing 40.910 sq/ft TOTAL NEW+TOTAL EXISTING* u r5 sq/ft 'This amount will be used to check total lot 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: U(' % 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. n d Q (M ) 11�22426i3 NDOWNER OR AUTHORIZED RE SENTA IVE SIGNATURE) (DATE) 7 qr" I h i E# .._.E.%.➢ e - 1 E7 t"igdq R°.1 r stet-mater talc worksheet—REV.2202008 2 V N • C06 JEFFER•COUNTY Or libk DEPARTMENT OF COMMUNITY DEVELOPMENT `� 621 Sheridan Street Port Townsend Washington 98368 $� ›~y 360/379-4450 . 360/379-4451 Fax • 49Z/T IC wow co.)efferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): 06A15TRI.I Doll OF A 50'1C.lob' F72A11E d.AeAc F Tax Parcel Number. 1117 Z/0 6 00 2— Property Size: (acres/square feet) Site Address and/or Directions to Property: 1094 hilE510 IDia, PO f&UIti FNDW�A/�.�33�f3 Property Owne s)of Record:�1n 7�riJK� Telephone:C543-n-244,i Fax: no�� email: Mailing Address: 109/1 �XU E 5i-k1 T)2 . OP-T-ibwi l5emD WA..Paroa Applicant/Agent(if different from owner):TDWrI AKA CCtINT2y lIn'ST' FRAME P111Lf)jI1A< Telephone:(42. )74S-(SS S Fax C425)742-4378 email:pwu} n SM(A�.$th h i V,"-off MailingAddress:Ila52k LAVA q9 #'G L?NNWbt() I A 9PDal What kind of Permit?(Check each box that applies Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family Ye Garage Attached(Detach ) ❑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)/Amerrdrrtents•• ❑Allowed`Yes'Use Consistency Analysis ❑Plat Vacation/Alteration•• ❑Stormwater Management ❑Shoreline Master Program Exemp#ion/Permit Revisions'• ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Substantial Development'• ❑Temporary Use 0 Shoreline Management Variance 0 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: TbWN PAD LOq DESIGNATION OF AGENT I hereby designate Ifrei l F_ia r • act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE /74r ` 2'11i/-. '�c o' Date: / /o /`5 III 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 packet 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 apple.:do that he •y shheewants• or notice. �e�� z Signature: . ' /7 .r<i,"- Date: J • 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 permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your • action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe to ponsibi• adhe' to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. - Signature: 4/1 Date: % �2"�-- G:\PermitCenter\##t#FORMS###\DRD FOIUd\Masster Femtit Application 5-29-08.doc • • BUILDER STATEMENT The sgner 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: MAN.Um Cot i, rZV`PC6TFQ.ANERItiaNC-IS (42S)143-1555 (42S))_7421-4378 MAILING ADDRESS: 1(062( {-11,14 Qq t blmtaWDDD Wh)8b -7 EMAIL:- M&__IJ` S1-wjfrrab'h14.u t CONTRACTORS LICENSE WAIN { NUMBER: lbw 4C.PFOOGLT EXP. {oi3DI)3 NUMBER ARCHITECT/ENGINEER: lJT'1 A' �l PHONE ( ) FAX( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New ? Wood Existing: _I Sewer ❑ Addition n Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: —W— Heigh- ❑ Individual System Li Repair ❑ Masonry - SEP Permit# Demolition ❑ Other: Bedrooms: Water Supply: Type of Heat: Existing: Setback: U Private well 0 Two Party Proposed: ❑ Public Motif Total: PI Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants{includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: 1 Underground Tank I Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove I Woodstove 1 Fireplace Insert I Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes I 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. Square Footage Current Proposed "�a, Pr i w. ,yw Main Floor Heated ��; mow'° EH Bld App Review: t70 r 22 Floor Heated x ,Consistency Review: 00 Other Heated ' , ,� f y Base fee: ��/. -7S Mezzanine Additional Section: • h Heated Basement . — Plan Check fee: 573• /6 Unheated Basement ti State Surcharge fee: Other Unheated • Pot Water Review fee: GaragelCarport ` .^ t - SUBTOTAL 1165. 9 Decks '� 911/Rd Approach fee: Other — 7 v I i,r ,;i TOTAL: $ i-i 6 5. 39 ` n Receipt Number: 1 r I Z--2.03(c,"' Cash/Check Number: 'i ESTIMATED COST(REQUIRED) Date: 11 66R-4-1-76199 / • 'Fairr market value of all labor and materials foundation to finish Z/[ _ 4 54-, 255, Initials: 111 G:\PermitCentec\###FORMS###\DAD FORMS Permit Application 5-29-08.doc 1 pr08/26/2013 MON 15: 11 FAX 425 742 4378 PERMABILT W1001/001 ELA:g v Lo --�--- ;. : �. Aida L 3 LUIS M tM U ® Engineering DATE: 8/19/13 Page 1 of 1 TO: Building Official SUBJECT: "McGregor" Post Frame Building 1094 Blue Sky Drive Port Townsend, WA The post holes for the referenced building were,dug with a 24" diameter instead of the 30" diameter as specified on the plans and, there is approximately 3' of compacted fill at the east end of the building. All depths of footing holes are at least as specified and these conditions ern , •ren•ahlc in •hie nor•ir,dor room 14969 ��; N.`+�J9' 13 . 12810 N.E. 178th Street, Ste 218 ♦ Woodinville, WA. 98072 (4')FI 494 AF#14 A. inm fnn .,.... ....m Y. E. J. ,,^_ two:' •Sr • Date 7/3I 'time received //049 40! pm Lr Mon. Tues. Wed. Fri. BLD: /3 - /?4, Date:_ ( " I OWNER: c� / Contact Nemec 2 ADDRESS: « I 4L�If_ri°`�y Contact Number:360 �—?°/b 206 . $. Notes: Foundation Plumbing • Framing Propane Tank Mechanical Setbacks Underground 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 — Insulation. Final Inspection_ a Foundation— ' v Block&Tie _ floor _wall ceiling Address Posted 1 ieYTSI...s, i+P2- ' -rcti'V . fi�rr__ 2 t � Date `!k– i 7 time received 3 r am /® Mon. ut' ,Wed: Thur. . Fri. BLD: 1 3 - D D 13 Co( Date: p -1-1—( OWNER: Ari.threW 01G&r,gDr . 1� IS J Contact Names T� ADDRESS: Dq�-' �j SrjAa r Contact Number.360 5-2-5-7314.t.:.,, Notes: �uF 206 r, • Foundation Plumbing Framing Propane Tank / Mechanical Setbacks _ Under-ground Framing V Underground Furnace Footing Rough In Air seal Above ground ^ Gas Stemwall — Hydronic Exterior shear Exterior lines Straps Interior shear Oil Post Hole Interior Ducts Ventilation - Appliance MamHomes Underfloor Gaslwood stove • Setbacks Insulation Foundation Filial Inspection- _ - '3lode&Tie floor wall ceiling. Address Po& i pyi_mil ' eft Date time time received q:36 a / pm Mon. Tues. ,Wed: Thur. - Fri. 13 - 13� BL D: Date: B/Z 4/i3 OWNER: M� ecce+z Contact Names ADDRESS: /094- • 81 S uc WY. DI_ ContactNumber:440 'f2?- 743–/55 • 4.-.v. •,Notes: . 206 • ' 's_ , . • Foundation Plumbing - Framing Propane Tank Mechanical ' Setbacks _ Under-ground s X Underground — Furnace _ Footing Rough In Air seal Above ground — Gas Stemwali Hydronic Exterior shear Exterior lines _ Oil Straps Interior shear Interior lines Ducts I_ . Post Hole _ Ventilation —` Appliance _ Underfloor Gas/wood stove Man-Homes Setbacks _ ' Insulation. Final Inspection • Foundation= cy 4 Block&Tie _ floor, wall ceiling 9 Address Posted _ • r A. LJ�T y{y.<y_ i . r D y + Date9/3 time received 5-5-4, pm • !! Mon.efi ,Wed Thur. -Fri. • BLD: /3--- / .5 Co /Q_ Date: • OWNER: ^ - _ Contact Name: ADDRESS: f% /�L:J�Sj�y Contact Number:360 755/47. r Notes: / 206 • Foundation----- Plumbing- Freming Mechanical Propane Tank ' cal Setbacks Under-ground Framing Under ground Furnace Footing _ In g Rough Stemwall HYdfoNc Air ground Gas Exterior shear _ Straps Interior shear Exterior lines OH Post Hole Interior Ducts _ Ventilation — Underfloor Appliance _ Man4Homes Gas/wood stove - Setbacks ' Insulation \� Foundatiorv_ Final Inspection J` t Block Tie r 4 •. + floo _ • wall ceiling . Address Posted J IIII Ail.. ----1 . . .. . . i . .UILDEA STATEMENT . • The leaner of !overeat does harahr coney oat tino ara Ire Omura ad*pax*fronsanced baron,Owl Inn}eto not ecentaad nortiactor•and that . . InnY aft nootteureop the responsteety e rthe(towel Centred°,for Ow proposed preleo, . , ,•-•-‘,1 Banshee. Nen . , . .---' elEPEPHLGORMIACTOR ORelAMISAMIF030 Home earrau.sa: Peon Eat , • .. ..., .. 1 h erb;, "r -_• ' -F. ' (415") . WOG AODREBSI ,..... .11160:11-0!.'',.. . j EMAIL 1,.,,,,:, i:‘, •. :Ow .t.s •. . Coaraateon's LICIENee WAI :- , fileferai .1-1MKOFfALT Ea), 412043 WAR •. . AecnrtamEonemort NNE( 7 Fax:( ) . ' . leketed Automat - Steel Erci•EtTYPIn none Type: Ebeltmaetter abossaws: Type of Sewage Disposal: ,,II( NOW Wocd Eydeting, O Ablation SW Prop:rack _, Belk 0 Cptterienity Sysleol Ll Atterrelon/Retnota0 Concrete To rear Irle,t- c Indention 3witam O Papal. idaeonry SEP Pemet 0 G Darnalefon Ober bedro s:om Water Supply: . — Salting: — SoliAlOkI 0 Private wel 0 Teo Petty Type of Heat • Proposed: ......" 0 Piano . Mull Toe* .....y- Nan*a*sin,: . . If the Is a Commercial Prokot you mutt answer the following; . •• Number of PadrIng Spaces: Current. Proposed: Number eleay Poidng Seems: • • Number of o=:pents(lncludon minters tonanta,employ**.etc)Current AmPesed SC Cocuponny: IBC Typo or construction Wil sou have Food Service?Yes I No , . • .I/ttlo to omPtOPtorot Tank anclior ADM terms teetelleton recent mark ell Item*below that molt .. r Underground Tank I Above ground Tom SIze of Propene Took: • Heat Stove I Cook Stove 1 Wbodstrwe 1 Fireplace:wen I Hot Water Tank I Pellet&ova I Other . te thle=Miami*baLoo Metalled In a teenufactored I Mobile Nome/. Yes/No Cl) When oppOing fore permit to Pistol(s propane leek you must also submit a titer plan showthg ell of Ins buildings,oil pope* linos,tenk tocadon ends/no,distancet fro,,,the propene tank to snproperty fines,bufklings and sepdc system cc:empanels% . Ptcludfng the reserve ones. - 8. ye Feet,.e ■C,,,,tent - ,,, , ,i.,t;t7gel.',..1,A.'1=5,1Af4.544.1.11414W-SlifiP''''V'''',.t1..'..: - . ' . . Mein Floe,Hooted .p..,'--..fv.tr;EH SO Apo Review. ' ..-7 K. 00 • . . 2n°floor Ideated . COPeetency Ream zz,sr r'''' . .. Saner Heaked Mezennins *.---Adittomof '' Hantair EaSarnent ' Flan Chad(fee: 51 3. ig Unneete—Theneameal 41•5° . Caner Unheated PW.WReytwnfee* --- •' Gora*Conn311 lallatOtAL Crooks ' Ad AppredlOO fon: . .,,. TOTAL: S I'7 (4•5 13,1 H r lawolpt Number; ESTIMATED COSY(REQUIRED) Crater "' '-, neelr rewire value a i selettereschneterfafehtninebelogelet ,....1 A 541256.84 Intliels: . • . . . °"rPfErt`r-tnmr\vr*.`WoruromwAr'4'D Irs°Rm3\l'i""'""*APEr'":°°'5-2"4w . P.1.41' 't:k:Ve:OS ft tCoo';',ZZI'^It qa.a1416::41 . . ....,,, _ . — . . . . . ioGeoOM -- — — --• —111441611d 8LEt Ztri SZ4 Viol ZZ 01 afIS £10Z/EZ/t0 ■ -.....—...... . ■- ,-11k- -- - ,1•17..1,..,4 . .187t Rome.ea.1.8e.0•Lennweed WA Reemr.318i Made Attrar Dal%Felte OM epic argl trAlneeki eta(Je4 an Deew Knell,An ea be Circle - ••z1-- • 'Win%- EWe.(.261 ne..tee•Peey.e...egn 8.045gG wet,d mansions or 13•00•Ar _ __ • --..........:. --- /ebeele*flefre•Heesteuenete reete4,..ix.. In;beelding. de:letbOdes Of proposed a....ling&Allege ..114.61wht.• - e „ Enmatur rolleer.""errn"Mffee'r raexesi.lbueldetv CIleeleee 010 harm rmp.4.c.1.•• 1.0•■•••.".•b.,..,"‘",e.',...* liam^",,e/c.... re__Re4A1.I,P^01:08ed beiMe.d a Wines. LI) 6 Jobltlemer -rig 50 Jed Rho Pee11.14. AN A:001Na f 17 44) a°2.' LeolONIVIPIlar, " LoT sae, \ a: ‘11,6' A-C1-215'10,4ePre A rui.T 90'.t 4,A,crywe.,77,,,,,, s-nc..t.Pt44 I I tie I '5TDIVV,1.13nraZe TIN 1-1--44'' -r° 1 i • 60n1ILS i pu v./vs fowl's,5.4,45-kilxit5, 2,0.. iNsge Are..71Ne.. 1 1,1%Pelt V)Gehi C' ' IL 114-P.O.'.1-13 I id (1 ue,..ioes oe4gs) 1 c soor "c',.•,': . -tr s s, . pe ,S., 24/C25 12 -t-q....4*-r* p l',0-r I I 0204sE.,0 ,i5,,e,ozvi4t) : SAC 04 - SX1S-rIN fr 1:14iosse...gi • r■-cas + nuf 12),40ir; 3ovu 127 ,......- '4.`"I M''' illiiiii71,14 u..-. wvrel-- )4045ii RAIL'IA - _ 7.,pr-1 ;.,...s. ......., .....f., 0 . • , C/1 1--1 4,1 • I . .. i 11;gtoo 'Wan"- Low X2idzi •I s. ' I i i • .. 1, . I --. . . 1 0 • 1402' 4/ C ' I • - --.4. P(206$40 1 SVA'40' 04444-6-fe 4 i . - 1 \ .... _ _ _____I_ _.,...... . IA i et-.0.0.40 'I 1i. I .. ± f/CetS$ 0 i " I COST MN liCOMPLITI SITE PLANT Guidon.he.wriad and avp•Oved The 10391..0 0 111%,IS .arkaSlion al II*tvikilni 0.tho MAT.AM vailwrilat a 41■111WhIle•Codtemee Copy Rai.AM-Mk*GM I I 41114.11‘.1'°".511411AInTllietrawe'Zi;Al'' LIAO/ 1 ga?‘" *2012 hrtna.8111111echaddla Mal 07f111 RUPP ...._._ VII8AINNEW 82.£4 Z4L SZt XYA cz:oi anx ctoz/cz/vo 1■ MM. • 16621 Hthwey 99•Suite C•Lynnwood,WA 98037 • • • • • 4.° Everett: (425)258-4171 Puyalup: (253)840-9562 Adrolnletrettve he:1041r (425)743-1566 7,71/E.ritv,6 B.1.1 FAX (425)7424378 Toe Free 1-8004244562 G. O--. .pat or R.- Ktatoombillmm Contractor's Licit TOWNCPF0991.7 Fax MI Sable From;CA2( -)P CtS5(S+(I)toineloi If cant Fan 6100)A161-4451 Pages: 11110m$ (Zten 314-4462- Date: Re2 6.0.5€ CC: GI Urgent idirer Rodew 13 Please Comment Please Reply JP1neseRcycIe e47.01,11— (Pcfse- • tA 0..".0.4- %cka3 too/Toof8 711 1601did ILES' Zei SZt rta Izzof imi—Eto /teito : i i .r .SON COUNTY DEPARTMENT or oo6aawary DEVELOPMENT • 621 Sheridan Street•Port Townsend•Weal r 98368 . 360/378.445O. 380/372-11451 Fax F' T� - Pnessco.jeffetsatwausloo ndMbpmnt Master Permit ApplbcaUon MLA: Pre4ad Oesrdpton da aspirate stouts a rooeeary): ' Caalsr7Ll4.7tGA! oG A ' r Tax Parcel Number: ' 724-E Od lyppa(y ERR (eaeafequare feet) See Address andke Directions Property: 1�� . • 109 JBUIFSKV De. M�oTMJ)u ggi a .�3fre� . aro,eriyr'axr,ar�a)0 ReoW: • TWephone:C5d,379-?tote L Far. easPt Mailing Aedreee•..)0} Ntf.'JFJ 2T"lb viuse A0,[I�4A�� ApptoenUAgeftt if dhlsrsntfram maw):1 )MAIM CtAIN1 Pon FRAME Ts Hi CStAS, Tehpwne: • 7-. - _par.:,.7.- _ 74 .met pa'mtii_dSSI.-'6rZtati lf.n5st Malang Address: . . •` .. x• ,..t. ,. %• '( • What kind or Park?(Check each box that eppllee ]<ASUlding Craral Areas Stewardship Pier . DenwNeon Parma Vuiance(Minor,lAgor or Reasonable Eoonomic Use) Single Fentiry Geesge Stieolled Q$ete ) Cmtlluonal Use Ica).C(4«CI•• Manulodtaed Hems Mod tier Dharaldnery•D•or Unnamed Use Clasal€tatlon Cammerdsi` Special Use(Essential Rorie Fetbit ee)" Change of ilea Sounder?Line Aquetrnent Andreae _0 Road Approach Short Plat 0 Nome Su.aron C Cottage Industry Birking Sift Plan^ 0 Propene long Mat^ J ❑Sian Planned Rural Residential Development tPRRt]yAmendnoida^ 0 Mewed'Yee Uae Consistency Analysis Plat VemirontMsrst)on ❑Stdrmvmter Management Shoreline Master Program Exemption/Rama Revisions*. O Site Plan Apples&Advance Determination(SPA ACS• Shoreline Manage nert Substantial Developmem^ • 0 Temporary Use shore"Manegenawd Variative Cl WPmles.tit)e arnmunmtlon• CompahelfeWe PlenniDCnartd Use Otslrh Map Amendment 0 forest Predicts AarIlMesss of Sx-Yom Manated m Jetnrsen County Shrelirro Master Program Amendment • "Wry mains*Pro-App)w5on Comience Tree Vegetation Request ••Feeplr.a a Pre•Apolicaeon Gameness ___, . PUees identify any other loess,state or federal permris required for this proposal,If known: • • gESIONAT7ON Dr ADMIT .__I twisty designate-11W N MD • •h)....41st:. . r,Act es my agent N natters relating to routs application for pamtttte). Demo sooner lord �(Ls`�•✓ Date ,J 4 et storing SW apyyann holm,no ownvraaeni Weds that T.a Information prooda8 WWII,end in only edadMnen,,is tom sad corned*M best of 'r Ns,Mr or S.knowndge.Arun rester*falseness:05 any modoa de medical sad made by the ovwrerlegentsee reasserto tee soeroWon Adel may mug In We Mrm)1 Santa nub an0 real. I tulmef agree to aave.Intlann4y end heal lurmkee Jefferson County ege;rn:all%mites.ludsmonts,court roan.reedOnMde coronas a Pose and . avperaes whys they In any way accrue apaMR Jefferson County at a result of or In mnaaquenee of the granting d the Pemdt. I furt s,agr.to pm✓,de access and right of antic to JePsrwn Count we lbe.001yeie,repfeaentaWU or aged.for ono sole purposed wollsaegl ' • maw and ens required WV oepecaane. Rafe aee0es and not of antry wltt he wowed unless We esolleant intomatess Corny In weans MO* tin.05 the tnathe./v aewOlt nor notice. (aignNUre'w ' 'l L t o Date .442/./^.4.3 ,_ TM*own or&long Apclkant ail mdetMkee-a mute of the Wares of elk pen*may Mgeglay blit d upon ow armor.threatened W ' oneengsnA swiss and could bad Ia a polnfa lake of Cr endangered speeds winos*lanm are defined In IMf dent Lee knpan as PM ••EM&rpano Swiss AO'of ESA.'Jaitere se County makes no eesurencea to tho applicant Vat the anion Nat wa he undartaben beaus.Oil . perm.hes been Iaeuedwill not violate the ESA Any Iododo0l,group 0:agenry cm Imo a annul on be alf of an endangered species regarding your 3 adbrks)ewer d you en e1 eomptlanca 0101 the JOeanon County da,e opmont soda Tea Applicant ar}nowledge.NW he,she or It heady inthMt and raebeneip 00 DY,{ 00050 complying OM the ESA.10.Applis0 000 1500 0115 alb iirtl and uWM r CAWS Signature' t .f ta P/ /q Care • O:APanaCeonitri#RCPMSaae1DA1S fYAkASufoar P.atitAppikution 5.yoAYdaa • • • . . efC. 8'F`=14._6 YGQrr7„SL.!:iB 0304WS.Y3 eooizoo VIiatr iaa 8tsv zot -szo-xea- I tot aha ETOZ/£zJt'o • Up Front Parcel Revieve Parcel 947200002 Printed: May 6, 2013 ANDREW J MC GREGOR Site Address: SUSAN B MC GREGOR 1094 BLUE SKY DR 1094 BLUE SKY DR PORT TOWNSEND, WA 983( PORT TOWNSEND WA, 98368 Parcel Number: 947200002 S-T-R: 19-30N-01W Total Acreag) Legal Description DISCOVERY RIDGE PRESERVE LOT 2 TGTH W/UND INT Land Use: 1100 IN TRACT A SUBJ TO RESTRICTIONS OF RECORD Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM) Panel No: School District 50 Zoning: 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 Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO 9 � Fish & Wildlife:YES NO Wetlands: s NO (Tv() , 5- (Ai?tQ a C_C Rare Plants:YES NO �( 5 0 _CCcz( Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO Cd pe,C1 k..41[ ] Stormwater: New Impervious Su rfac / c;� Land isturbing Activity ESA's Stormwater Req's:Min Req#2 Min eq#1 thru# Min Req#1 thru#10 F Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other I- 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: Rural Residential: 25% Rural I rial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural strial Lands 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: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: 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 947200002 Cases Name Review Type Status Planner BLD13-00136 MC GREGOR I P Application Received: 5/2/2013 Permit Issued/Case closed: Case Finaled: GARAGE- NO HEAT PLUMBING MLA03-00020 CUA03-00001 MLA03-00020 HENLEY GROUP LTD W M FARFAN Application Received: 5/21/2003 Permit Issued/Case closed: Case Finaled: Open Space Current Use lax Assessment to enroll 112 acres of a 150-acre parcel as Timber Open Space under provisions of the Jefferson County Open Space Tax Program and RCW 84.34 SUB03-00003 MLA03-00020 HENLEY GROUP LTD Ill F M FARFAN Application Received: 1/13/2003 Permit Issued/Case closed: 6/24/2004 Case Finaled: 11/2/2004 REVISED APPLICATION [JAI L, November 4, 2003: Revised proposal is a 13 lot long plat with internal roads serving the lots. Lots are subject to a road maintenance agreement for Blue Sky Drive. Proponent is working with DNR regarding proposed access to Lot 3 from the western boundary. If DNR approves this access, then proposed road through lots 2 & 3 will not be developed. MLA06-00530 SEP06-00310 MLA06-00530 MC GREGOR F M FARFAN Application Received: 9/15/2006 Permit Issued/Case closed: 12.26,2006 Case Finaled: 11/19/2007 I' A07-00055 BLD07-00041 ML 07-00055 MC GREGOR I F M FARFAN ••lication Rece' -•. 2/7/2007 Permit Issued/Case closed: 3/7/2007 Case Finaled: 1/7/2008 - " ATTACHED GARAGE ALSO 500 GAL PROPANE TANK M LA07-00220 BLD07-00193 MLA07-00220 MC GREGOR I F Application Received: 5/4/2007 Permit Issued/Case closed: 6/8/2007 Case Finaled: 4/24/2008 NEW BOAT/STORGE - UNHEAI ED, NO PLUMBING \\tidemark\datalforms\R Parcel_CRMLA.rpt 5/6/2013 Page 2 of 3 PRE00-00038 TERRA FIRMA INC F M FARFAN Application Received: 9/22/2000 Omit Issued/Case closed: 9/26/2000 Ilse Finaled: 160 acre subdivision consisting of eight 20 acre lots. SUB00-00011 TERRA FIRMA INC W M FARFAN Application Received: 12/19/2000 Permit Issued/Case closed: Case Finaled: 160 acre subdivision consisting o eight 20-acre lots. RAP04-00113 HENLEY GROUP LTD I F Application Received: 5/18/2004 Permit Issued/Case closed: 5/28/2004 Case Finaled: 5/17/2005 ROAD APPROACH -Cape George Rd SOM06-00310 MC GREGOR F Application Received: 11/19/2007 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 5/6/2013 Page 3 of 3 ■ Job Truss Truss Type Qty ply TCPB Stock AG6 16006652 TGPBAGB T50 DBL.FAN 1 1 Job Reference(optional) i ProBaild Adinglon,Arlington,WA 96223,Jim Stanford 7.250 s Aug 252011 MiTek Industries,Inc Toe Oct 0915:3839 2012 Page 1 a0-o ID:Sn_1 RTVRgtZUnL B9FrJp7zpE8D-U9Cg7gi95mvXvIIINtCY?wKHQftnkUSl0i F006F9yV5w1c I 7-2-19 I 13-1-14 I 19.0-15 25-0-0 I 30.11-1 I 36-10-2 I 42-9-3 I 50-0-0 I 7-2-13 5-11.1 5.11-1 5-11-1 5-11-1 5-11-1 5.11-1 7-2-13 Scale=1:89.3 9 4.00 12 808 I I 4 5x0. of 5x8 7x10 MT18H% 7x1D MT18H 5 7 3x6 4 ,Sp a 3x6 II 30.8 3x8 2 .. 10 .. .. 11 a 4-..9 .- .0. . d b 7x10MT18H= 16 15 14 13 12 7x10MT1891= 6x18 MT18H= 6x8= 6x10= 6x10= 6.415 MT18H= 0.0.0 0-0-0 I 13-1-14 I 25-00 i 38-10-2 i 50-0-0 I 13-1-14 11-10-2 - 11.10-2 13-1-14 Plate Offsets(X.YJ: f1:04-14.0.0-21.[11:0-4-14.0-0.21 LOADING(psi) SPACING 6-0-0 CSI DEFL in (IOC) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.79 14-16 >754 240 MT20 185/148 TCDL 5.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -1.0814-16 >546 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.38 11 n/a n/a BCDL 1.0 Code IBC2009/TPI2007 (Matrix) Weight:328 lb FT=20% LUMBER BRACING TOP CHORD 2 X 8 DF SS TOP CHORD 2-0-0 oc puffins(2-1-11 max.). BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD 7-7-0 oc bracing:1-11 WEBS 2 X 4 HF Stud/Std'Except' WEBS T-Brace: 2 X 4 HF No.2-2-16,5-14,7-14,10-12 W3,W5:2 X 4 HF No.2,W4:2 X 4 HF 1650F 1.5E Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with Sin minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at JI(s):6 REACTIONS (lb/size) 1=4588/0-9-4 (min.0-7-9),11=4588/0-94 (min.0-7-9) Max Herz 1=193(LC 2) THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING Max Uplift 1=-734(LC 4),11=734(LC 5) SHOWN.DUE TO THE WIDE SPACING OF THE TRUSSES,SPECIAL CONSIDERATIONS MUST BE GIVEN IN THIS AREA.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when showTTO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. TOP CHORD 1-2=-11653/1857,2-3=-10412/1639,3-4=10458/1754,4-5=-10289/1793,5-6=-7299/1196, 6-7=-7299/1196,7-8=-10289/1792,8-9=-10458/1753,9-10=10412/1639, 10-11=-11853/1861 BOT CHORD 1-16=1806/10738,1516=-1130/8286,14-15=1130/6286,13-14=-947/8286, 12-13=947/8286,11-12=-1626110738 WEBS 2-16=1251/366,3-16=-1158/309,5-16=497/2221,5-14=-2348/582,6-14=550/3405, 7-14=23481583,7-12=495/2221,9-12=-1158/306,10-12=-1251/371 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=5.0ps1 BCDL=1.Opsf;h=25ft;Cal.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 lap chord dead load. :4.1043?" ottx 5)All plates are MT20 plates unless otherwise indicated. - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 734 lb uplift at joint 1 and 734 lb uplift at Ar ;''. r > joint 11. iI`� 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/7P!1. 7- e`/J 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� r` 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. >. ! -r LOAD CASE(S) Standard , 11: • October 9,2012 1 ■ aWARNING-Verity design parameters and read notes on this Truss Design Drawing a included Reference Sheet(rev.03-111 before use.Design valid for use wah Mirek connector plates only.This design s based only upon parameters and shown,end's for an individual building component.Applicability , of design parameters and proper web and 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,noting stability bracing.Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer_Additional al permanent building stability bracing of the overall structure is the responsibility of the building and or owner of trusses.For general guidance regarding desgnmpone ibiimes,fabrication,quality control,storage, delivery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,05&89 and BCSI(Building Component Safety Information)available from CONSULTING ac SBCA ei www.sbcirdustry.com. TSEPROD :E l JOB#: 2-3575- Engineering • BY:NQ... Woodinv lle,3WA 98072 A(25)481-6601 MAY 01 2013 DATE: Def/L3I13 L Job Name: McGregor 10 Site Address: 1094 Blue Sky Drive Port Townsend, Washington 98368 Jurisdiction: Jefferson County Job ID: McGregor Design Specifications: 2009 IBC Building Type: Post-Frame Importance Factor: 1 Basic Wind Velocity: 85 mph 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 Method 2 Seismic: ASCE 7 Equiv. Lateral Force Procedure Spectral Response Acceleration, Ss: 150 %g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf AriAti Pp ° 62ro'F -o wR' 19969 tP i tars—PIi0 s'OVAL' *0 I/ v•9.07 b - s +rp.gss •ac•t. w,wnaeiarer Draw North Arrow mCuk ■ - . erern.I,x7/uSt,r,.,.rywaweslao-9&t Building Design m -- r•_ '.._ _ rwminisvmaawoawnxs t+ai,.a,tss _� vx laxsp.z.ure•wcaaee „,.,,a PERMABILT catenate•rs.,owncarmen • Dwalyr our thur.D ossa Q 1�° mr".1'E01"•fCOO.'".pnneMt P CHECK srr- ( updoorefd in Bays H'ino MPH p2, • QOD �1 Ifr' �Ao Roof doors hN not hit Truss "nd E Height P rm _ L J _ 4 Snow Load !4 Minimum Clearance - 1 j '. YES()pease circle ... ,.- FLOOR PLAN - I��!_l_1u1 �9d ) jr, , � , , C3010 Dv ILprU(r!1-? c (1401- S.gowto IN liana PZA - Meow) f� -fa ALt.ow I4'ACL( RAt k p} 32'pl n'f 6o iv A- 6r4At F� n vkAJr, 2' I]awN F2ca. 'j1CpuW (AA al -->f T4,..3o/! _. - 61454/ fp•'ES.A9V.1-4L 411E GvS9Ln.FJZ f.ksftws iBi.t O - rote. 7k rtlSUdL J of SR K 23`y` FrNrtu,'at 564UUe P�r r-LT 3'w41as , > ... _ • III 1 I Ijet 3x ' O 1,1 ltb• attebv&r, pFr P,■vti 6 re,..e Uri.f ,Art-1N A- PR-A . ID' 10' ` Z.• m WwM.S eooF f I i. E2. Z x tr t PT.ccRo-E19 4- 2-''A'Z'" Pr T-6)0r, PF 1-I.r e;rF' (gA3 f., 1 r Ip _mot I , T' I lo'GFRJ -Zo'Fwi 6,Awqu, Two T+ita1cM— I i0 liz. e Q wGlenTE #41 -3'+1- T/ta 1 #.1A Wik, (Tb IASv RE PKoO.2 PLRcFrF,vT s 14 ...J-- e -.. _1JJ ReoFr6-i/AA.i . J D& ') _._. �D . _ ((- 3' f RDw. 5461,0444- ` I (6) � �A Tkse aocTJ , 4x3' st.tn�2 wi‹,44t.✓ [3/rwr.F. S fl-t<I ;'0 G?UF D 5/Orwnu.3@ ' TRvaS ENO w Fu 3'+�`f IcnT_ O 1 I I w ❑ '• - `5 ' C-Zrplr ,r- c t lioi{'�VLL loe U .S, /pw aSPo VTS 7ER4 re �' - __ - BUILDING.ELEVATION Customer has verified and a D pprovedof anon orientation of the building North endv '0er that all n D l� ,c..,,-items specified m Paragraph D of the conntrassttaarp_ehowo on this drawing and vu erPora}.' ,(,n%f o 1#11.11111111/11 QNtomerName, Ph-1YCnl l�, 'A' fCf✓sc.er - C n.r-DrBm.c�d di/944 4' zcotto er-Signaure: s m/ G /-e(--- /,-- • 7;56E.' 7 G PROJECT: McGregor PAGE: r-. gr r,oF.rr.-,� CLIENT: PermaBilt DESIGN BY: JOB NO.: 23515 DATE: 04/22/13 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7 INPUT DATA Exposure category(8,C or 0) B WIND SURFACE Importance factor,pg 77,(0.87,1.0 or 1.15) I = 1.00 Category II FOR DESIGN Ob.. Basic wind speed(IBC Tab 1609.3.1 Vas) V = 65 mph ///'' Topographic Topographic factor(Sec.6.5.7.2,pg 28&45) Ka = 1 Flat Building height to eave he = 15 ft -C Building height to ridge hr = 23.3 ft r - Building length L = 60 ft Building width B = 50 ft '- Effective area of components A = 25 ft2 B DESIGN SUMMARY Max horizontal force normal to building length,L,face = 13.98 kips See Page 4 for Max horizontal force normal to building length,B,face = 9.58 kips Adjusted Wind Forces ANALYSIS velocity pressure qh=0.00256 Kh Ka K,V2I = 11.01 psf where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27) Kt,=velocity pressure exposure coefficient evaluated at height,h, (Tab.6-3.Case 1,pg 79) = 0.70 Kd=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85 h=mean roof height = 19.15 ft Design pressures for MWFRS p=qh[(G Cpr)-(G CPr)I where: p=pressure in appropriate zone.(Eq.6-18,page 28). G CPf=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G C ,=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47) = 0.18 or -0.18 a=width of edge strips,Fig 6-10,note 9,page 54, MAX!MIN(0.1B,0.4h),0.048,3) 5.00 ft Net Pressures(psf),Basic Load Cases Roof angle 0 = 18.37 Roof angle 6 = 0.00 Surface Net Pressure with Net Pressure with G Cpr (+0Chi) (-GChi) GCsr (+GCpi) (-GChi) 1 0.52 3.70 7.68 0.40 2.42 6.38 2 -0.69 -9.57 -5.61 -0.69 -9.57 -5.61 3 -0.47 -7.13 -3.17 -0.37 -6.05 -2.09 4 -0.41 -6.55 -2.58 -0.29 -5.17 -1.21 1E 0.78 6.60 10.56 0.61 4.73 8.69 2E -1.07 -13.76 -9.79 -1.07 -13.76 -9.79 3E -0.67 -9.3B -5.42 -0.53 -7.81 -3.85 4E -0.62 -8.77 -4.81 -0.43 -6.71 -2.75 5 -0.45 -6.93 -2.97 -0.45 -6.93 -2.97 6 -0.45 -6.93 -2.97 -0.46 -6.93 -2.97 E e ' ti I � I , ,,EFE REt■un...- Q kCrrFC rr. ,r. wMp(1.AC Tpcn °° "r.:/0 OP91IXju Transverse Direction Longitudinal Direction Basic Load Cases TSE Engineering Page: A. LATERAL ANALYSIS Job ID: WIND McGregor The analysis on the previous page determines the wind 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. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 13980 lbs. (non adjusted) PL= 9580 lbs. (non adjusted) hr= 23.3 ft. he = 15 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr- 0.625 he)/hr] (PT) = 8355 lbs. Controls Longitudinal; VL= ([0.375 he+0.5(hr-he)]/[he+ 0.5(hr- he)]] (PL) = 4890 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 = 50 ft. p = 1.3 Building Length = 60 ft. 1= 1 SEISMIC WEIGHTS: W roof = 9000 lbs. W end walls = 3080 lbs. W side walls = 2700 lbs. SIDS= 2/3 Ss = 1.000 Cs= SDS/(R/ 1) = 0.154 SEISMIC BASE SHEAR: V= Cs W Transverse = 1800 lbs. Longitudinal= 1858 lbs. SEISMIC DESIGN FORCES: VT= Cs Wt p 0.7 = 1638 lbs. VL= Cs Wi p 0.7 = 1691 lbs. y Draw Norm Arrow in Circle _ ii mac.. .1.c_ ,652,H4nory2 3.9n:,C•L ..od.WA 8893,J,Cl . . 5 ., .,y,.9em ": Building Design MNMhean P.i.n11.aK:14231,.3.,Y6 0- s'¢02017411!:•OV*tasxa.ess3 CD .., P n PI,BIL ! Cmemucen• ow<cpFUaxl (b:diry,pxrFllxw n0•adr On lr.° ptl111.W1[Ye'ISp%eaceeupmranit iPr'ruCHECK g>Wind MPH f" [' II-up dooB tit in Bays —,�- nr1Jr...../....1 li7 Ijyp tlaors vAll not hN Truss7. Wind Exposure BOO ., Roof Pilch ��Eave n Cl• 25 snow Load Winn Clearance 1 FLOOR PLAN - ,' i m vES(:)06.....1,040 at G8 rcaL �� 3c IL79 'NAL P/Nf.4-PLRr,i ff�, _. _ . . �+'I�9'(-�S�S -. 640, yNuw:u ,u !£W2p4f4+t/ hr.-urvr) 6MU+-GE Dash To: Aia.eow /� /- `':c/L IY' L1fy.1-RAdxk A5 - _ Ma.0z�'(.. _ -. _ - Sr'OL74 60,v 141. 614r34F _.. YkA9T, 2• t),,,v F2on. '(kolAW4 Go.vciACY-C Vd.,o(1 - 614-15L-4.1 43-"g4..ollu.i4-U p - fOlt T sU% of 5Rk •—. - .. ._ Fiultu,far <,6140.,4;- Az.rFa wy I 23iy' 111 En •3' wi4fnls , — 3, IIIIIIIIIIIIIIIIII • ..e I.,,.rpF 4 • F bo' X ..56'— I r( t\eit - 43',Wg Mo wf + S C1GN✓6f, pip(N,6.Y°2 4 TA-11-1u d, PMp -� - - - az_ Iz' I'2-' 1 ` )7---' . I JO' I)112 t Loon 3" m61 wwwsd- PooF ZXy c a "x " r r-61e7- 3 -' I ID 10'GfiZV +'2orw3 W141)w3tu.., Two Tint,6,4.,_ 3 a .._ oir,to _ (r. INw2E QBDPRa PtA-.fr..,!-wr __ _. _ - - N ua 3' fiHa. 5,66m$4.1- • aal.: 1 e- i?S�SE poSTS- I i •4`x3' sL1or72 w suueN f3/awa�un,i[ SRtt : -1O 6�y, c WaPs -c... • .c Olre Na1b s,.9K wHu..- w `f TYPI[rrL "must quo wxu-®.3 1 I N } ::: 0. 3l : .5" K-L1, G k2S ,gork'fVLC --1.rSE: 014ZLS, .Ow uPu9TE kk�l RN, _ .. ..- ..... BUILDING.ELEVATION 410111. ft105 Customer has verified and approved the orientation of the building to the North and verifies that all J ��p(W �qI ppgg ''II e.items ratified in Paragraph B of the contract AT...shown on this drawing and�v�eje�gersx' e4_ • �WY NN�u CtuNmer Name: (iI? �a✓l�. /fez Lead d:l4C?t' :Customer Signature: �6f7.- '- ' le(et Ti3_,'." Whlic•Ctom:Copy Canary-OIDw Copy 02012 Perms-aim industries FM-96 W (/ TSE Engineering Page: 6 SHEARWALL DESIGN Job ID: SIDEWALL McGregor vL B i J—RIDGE -- ENDWALL A 1 �Vr 21 PLAN VIEW WITH GRIDS SHEARWALL SHEAR UNIT LENGTH FORCE SHEAR (ft.) (lbs.) (pif) ENDWALL GRID 1 50 4178 84 ENDWALL GRID 2 32 4178 131 156 p(F off SIDEWALL GRID A 36 2445 68 SIDEWALL GRID B 24 2445 102 ROOF SHEAR UNIT LENGTH FORCE SHEAR (ft.) (lbs.) (pit) ROOF GRID 1 & GRID 2 52.7 4178 75 ROOF GRID A & GRID B 60 2445 41 - 5-7 PRO-PANEL Il® TlICHATXCAo # IR.m:IF' 1Ft 1E xClE ATTACHMENT DETAIL GENERAL INFORMATION • V:"-14 x 7/8"Stitch Screw(1'-0"o.c.) ►Slope The minimum recommended slope for Pro-Panel Ile roof .--#9-15 Woodscrew panel is 3:12. 1 , . 'Substructure 1 Pro-Panel Ile is designed to be utilized over open structural framing,or a solid substrate. To avoid panel distortion,use I a properly aligned and uniform substructure. � - P ►Coverage I I Optional Pro-Panel IIe panels are available in a'fa"rib height with a j Profile coverage width of 36". I ►Length l I 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. Quantity and type of fastener must meet necessary loading FASTENING PATTERN and code requirements. . NOTE:All panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will -tj4"-14 x 7/e'Stitch Screw , #9-15 Woodscrew cause stress and induce oil canning across the face of the T P' T )C 1 t y t panel at or near the point of attachment. I ►Availability Finishes:Acrylic Coated Galvalumee or MS Colorfast45a Gauges:26ga and 29ga standard g a I SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More.Equal Spans) 1 G a. Width Yield Weight Top in Compression Bottom in Compression Inwar Loadd OLoad utward ■ (in.) KSI PSF IXX Sxx hoc Su _ IM/ft 1n'/ft Ire/ft In'/$ 2' 2.6' 3' 3.6' 4' 6' 2' 2.5' 3' 3.5' 4' 6' . 29 38" 80 0.71 0.0067 0.0134 0.0047 0.0133 90 58 41 27 18 9 90 59 41 27 19 9 26 36" 80 0.87 0.0090 0.0181 0.0063 0.0170 115 j 75 52 35 23 12 122 79 55 35 23 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 dues not address web crippling or fastener/support connection and panel weight is not considered. . 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. a 4. Allowable loads do not include a 1/3/3 stress increase in uplift. 0 0 5. Diaphram 306 Of average Ulitmate Shear Strength using the above fastening pattern on 2x supports located 2'on center per ASTM E455-04 r qr &4SaXL33 0,4 3ob)(1.33 .- trv3 •1f 0 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 -Apia.Algio. Antioch,TN 800.251.8508 Jacksonville,FL 800.394.4419 Mocksville,NC 800.228.6119 Woodland,CA 800.759.8019 Orwigsburg,PA 800.544.2577 Fort Smith.AR 877.452.3915 Rogers,MN 000.3289316 Independence,MO 800.747.0012 Spokane,WA 800.572.6565 Fontana,CA 800.782.7853 www.ttletalsales.us.com TSE page: 0 Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall Eave Height Post b Post d HF Post Fb Fc E(10)^6 15 NOMINAL: 6 8 #2 575 575 1.1 ft. ACTUAL: 5.625 7.625 Co 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 12 50 1.5 3 25 ft. ft. ft. psf psf Fb' Fc" E'(10)^6 736 736 1.045 I Wind Pressure 0.75W W Is Iw psi psi psi 1 10 90 120 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S+0.75W Loading: D + W P 6917 lbs. P 954 lbs. fc 161.3 psi fc 22.2 psi le 144 in. le 144 in. le/d 18.9 le/d 18.9 KCE 0.3 KCE 0.3 FCE 879 psi FCE 879 psi c 0.8 c 0.8 k.1 1.37 k.1 1.37 k.2 1.49 k.2 1.49 Cp 0.75 Cp 0.75 Fc' 551 psi Fc' 551 psi M (in-span) 17086 in.-lbs. M (in-span) 22781 in.-Ibs. M (base) 30375 in.-Ibs. M (base) 40500 in.-lbs. S.Mod. 54.51 inA3 S.Mod. 54.51 inA3 fb (in-span) 313 psi fb (in-span) 418 psi fb (base) 557 psi fb (base) 743 psi Post CSI (In-span)= 0.51 ,-/' Post CSI (in-span)= 0.57 Post CSI (base)= 1.01 afA OK Post CSI (base)= 1.04 e 41/ di< Use 6,41107-- V 6.9.07 TSE Q Engineering page: 1 EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) • Endwall Eave Height Post b Post d HF Post FIB Fc E(10)^6 15 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 Av.Spacinq Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 12 1.5 3 25 ft. ft. ft. psf psf Fb' Fc' E'(10)^6 736 736 1.045 Wind Pressure 0.75W W Is Iw psi psi p si 10 75 100 1 1 psf plf plf Cs 1 IBC 2009 ASD BASIC LOAD COMBINATIONS: Loading: D + 0.75S + 0.75W Loading: D + W P 1631 lbs. P 225 lbs. fc 38.0 psi fc 5.2 psi le 144 in. le 144 in. le/d 18.9 le/d 18.9 KCE 0.3 KCE 0.3 FcE 879 psi FCE 879 psi c 0.8 c 0.8 k.1 1.37 k.1 1.37 k.2 1.49 k.2 1.49 Cp 0.75 Cp 0.75 Fc' 551 psi Fc' 551 psi M (in-span) 14238 in.-lbs. M (in-span) 18984 in.-Ibs. M (base) 25313 in.-lbs. M (base) 33750 in.-lbs. S.Mod. 54.51 inA3 S.Mod. 54.51 inA3 fb (in-span) 261 psi fb (in-span) 348 psi fb (base) 464 psi fb (base) 619 psi Post CSI (in-span)= 0.36 Post CSI (in-span)= 0.47 Post CSI (base)= 0.66 Post CSI (base)= 0.85 G(5( Cg /-k 12 v 6.9.07 TSE Engineering Page: 10 P= 8904 lbs Foundation Design 675 Diaphragm Restraint per 2009 IBC Section 1806.3 & 1807.3 w __ H(ft)= 15 Bay Width (ft)= 12 --> Wind Load (psf)= 10.0 lw= 1 �� w(plf)= 120 Lateral Load Design: Post Diameter: 0.79 ft. 0.1 cu yd Foundation Depth: 5.3 ft. Constrained? Nonconstrained? YES Depth Required 5.2 ft. Soil Passive Allowable: 150 psf Gravity Load Design: DL(psf)= 3 P= 8904 lbs Snow Load(psf) =25 Foundation Diameter: 2.5 ft. Span +overhang(ft)= 53 Foundation Area: 4.9 sf Bay width(ft)= 12 Bearing Allowable(Fbrg): 2000 psf Is= 1 Actual Bearing(fbrg)=P/A= 1815 psf Cs= 1 v 10.10.04-5.23.05 USE �rl.'/#NG6T X x 5/el /h-9 TSE Page: If Engineering . PURLIN INPUT: Uniform Loading Span Length w (DL) w (SL) IS L Roof (psf) 3 25 1.0 11.25 ft 0 Tributary(ft) 2 2 Cs= 1.0 Wall (psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 3 0 w (TL) 0 9.0 50.0 59.0 0 plf plf plf RESULTS: VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 51 51 281 281 332 332 142 791 933 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10^6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in^2 in^3 in.^4 fv= 55 psi Brg.Lgth.= 0.046 ft. CL= 1.000 fb= 1480 psi GL Cv= N/A R = N/A A (DL)= 0.12 in. A (LL)= 0.67 in. A (TL) = 0.79 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv' _ 0.64 L/ 203 for LL> U180 ok fb /Fb' _ 1.01 44 if "', y L/ 172 for TL> L/120 ok USE 2x6 HF#2 @ 24" oc / 1 Table 1604.3 v 3.3.03 TSE Engineering Page:12, Pf= 25 Cs= 1.0 1= 1.0 trib width= 7.5 RAKE BEAM P°= 3 RA RB 5 1.58 i, 1.58 1.58 1.58 1.58 1.58 cantilever L= 9.5 ft. INPUT: w (DL)plf 31 31 31 31 31 31 31 w(LL)plf 188 188 188 188 188 188 188 w (TL)plf 218 218 218 218 218 218 218 P (DL) lbs P (LL) lbs P (TL) lbs 0 0 0 0 0 0 RESULTS: RA(TL) = 2412 lbs. RB(TL) = 749 lbs. VA (TL) = 1322 Ibs.(max.) VB (TL) = 749 Ibs.(max.) MA(TL) = -2725 ft.lbs. MA-B(TL) = 1278 tt.Ibs.(max.) MB (TL) = 0 ft.lbs. A(DL)= 0.020 in. A (DL)= 0.007 in. A (DL) = A (LL)= 0.123 in. A (LL)= 0.046 in. A (LL)= A (IL) = 0.143 in. A(TL) = 0.053 in. A(TL) = I BEAM PROPERTIES: MATERIAL Fb Fv Fc(perp) E x 10^6 _ _ Man uf.Lbr. Timber Dimen. Lbr. HF#2 935 150 405 1.3 psi psi psi psi b d A S I Bro.Lcith. CD 1.15 3 9.25 27.75 42.8 197.9 0.11 CH 1 in. in. in^2 in.^3 in.^4 ft. Cr 1 Ci 1 STRESSES: fv= 62 psi fv = 31 psi fb= -764 psi fb= 358 psi • RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv'= 0.36 fv/Fv' = 0.18 fb/Fb' = 0.71 fb/Fb'= 0.33 RATIOS OF SPAN TO DEFLECTION: L/ 489 for LL L/ 2482 for LL L/ 421 for TL L/ 2135 for TL USE (2)2x10 HF#2 v 3.3.03 / • . 50'-0 • o-ri 0 10'-0' to'—o' 1U'—o' 10'-0• to'-o' NO= m vN la la Fa Fe. !^ Z \\\vlll, mm /i � y N O+ A N_ Zmx 0 I N m o •f-T, 4) O 0<:::) A N ON ON rn A - F �- --- -- - -S- ---- - TRUSS _ .. 1 TRUSS m 0 el 1 'T A Ile ZX 'O CO= Z ' p to 0 I I TRUSS - -- -- -- -- ---==- --- - _ . —+--- 41 TRUSS ooS o _ ri GI N O 1 1 O O 4D -I - - - - -_-__--�- - _--- - - - -a-- - c=-- -------_____—_-_ U G TRUSS I IA 1 i pi A . .1,4,-- Ay I 1 f N � p I O �T+g ___ ____ ___ 1 _ __ ___ TRUSS c TRUSS ri Wg Z Z O . O gN.g pi r r K z N 4N _N I. 1j-- o 1:N 12'X14' SRU 1 ,CD l N j ''NWIld r . 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