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HomeMy WebLinkAboutPermit PL13-019 - PONCIN RESIDENCE - TREE CLEARINGPONCIN RESIDENCE, TREE CLEARING 14911587" AVE S PL13-019 L13-019 TREE PERMIT File Memorandum TO: File, L13-019 FROM: Brandon J. Miles, Senior Planner DATE: March 28, 2014 RE: Status of File On March 12, 2013, the City received a building permit (D13-086) to construct a single family home at 14911 58th Avenue South. On April 11, 2013, the City issued a correction letter for the permit. One of the issues that needed to be addressed was the fact that trees were going to be removed from a steep slope and thus a tree permit was required. The applicant submitted a tree permit on May 8, 2013. The applicant did not provide a site plan or the typical documents that are submitted for a tree permit. It was decided by staff to waive these requirements in order to accommodate the project developer given that the size of the project was relatively small. Sandra Whiting reviewed the plans and provided recommendations on the location, number and type of trees. The applicant was provided these suggestions on June 19, 2013 via email. Staff's email stated: The City has completed review of the tree clearing permit that was submitted to the City on May 8, 2013. A total of eight trees are required to be planted on the site as mitigation for the trees that have been removed. The replacement plan that was submitted shows trees being planted around the perimeter of the behind the house. The City discourages planting large trees along the edges of the property, because when the trees mature, they can impact neighboring properties. The City would suggest the following: At the top of the slope plant a small grove of trees, including two native big leaf maples, one douglas fir, and two vine maples. It appears that there is a patch of blackberries there, so those would need to be grubbed out before planting. For the remaining three threes required to be planted, we would that where the plans are marked "other" you plant three these ornamental tree species. You can pick the same species for the three threes or some variation. o Japanese Maple — varieties like "Bloodgood", "Osakazuki" o Japanese Snowbell - (Styrax japonica or Styrax obassia) o Dogwood (Cornus kousa) — varieties such as "Milky Way" or "Miss Satomi" (I discourage other species of dogwood because they are disease -prone). o Maple, Warrenred Pacific Sunset, o Magnolia, such as "Elizabeth" Staff's email also included printouts on the spec sheets for the proposed trees. The applicant was asked to respond of this proposal was "acceptable to him" to which he failed to respond. In late October 2013, the applicant requested the June 19th email. On October 23, 2013, Sandra Whiting provided the applicant with a summary of her recommendations for the site. Based upon Whiting's email the applicant installed the plants, without providing a specific plan to the City or informing the City of the exact species selected. The applicant then contacted city staff to approve the installation of the plantings. The applicant was in a rush to final the house and complete the project. Given these circumstances it did not seem appropriate or prudent to argue with the applicant about providing a specific plan. The The project file is deemed approved. The applicant has met the code requirements to install trees on the site. A tree permit is a type 1 permit and thus a Notice of Decision is not required to be issued (TMC 18.104.170. Brandon Miles From: Sandra Whiting Sent: Wednesday, October 23, 2013 9:10 AM To: 'rjjhl@comcast.net' Cc: Brandon Miles Subject: Poncin Tree Planting recommendations Dear Mr. Poncin, Per your phone call, I am sending along recommendations for tree planting on your property. I don't have the color print outs of the trees that Brandon provided you a few months ago, but here are some comments followed by the list of recommended trees. Many of the plant tags that you left at the office are trees that would be too large to plant along the perimeter of the lot. If you want to plant some of the large evergreen trees that you said were readily available (Deodar cedar, Western Red Cedar etc.), you can, but they should be planted away from the edges of the property. I discourage planting very large trees along the edges of the property, because when they mature, they can impact the neighboring properties and would need pruning that could damage them. You also had tags for an ornamental cherry and a crabapple, both of which tend to be small, are disease prone, and need special know-how for pruning them to keep them healthy — so, I don't recommend those. You could, however, plant the cherry variety known as "Cascade Snow", as it is more disease resistant and gets to about 18 feet. Here are some specific suggestions: At top of slope plant a small "grove" of trees including: 2 native Big Leaf Maples (to replace the removed maples) and 1 Douglas Fir and 2 Vine Maples among them. It appears that there is a patch of blackberries there, so those would need to be grubbed out before planting. Other locations: 3 smaller ornamental trees (that get to 15 to 20 feet tall) such as: Japanese Maple —varieties like "Bloodgood", "Osakazuki" Japanese Snowbell - (Styrax japonica or Styrax obassia) Dogwood (Cornus kousa) — varieties such as "Milky Way" or "Miss Satomi" (I discourage other species of dogwood because they are disease -prone). Maple, Warrenred Pacific Sunset Magnolia, such as "Elizabeth" Sandra Sandra Whiting City of Tukwila Urban Environmentalist 6300 Southcenter Blvd. Tukwila, WA 98188 206-431-3663 sandra.whiting@tukwilawa.gov 1 The City of opportunity, the community of choice. 2 Brandon Miles From: Jennifer Marshall Sent: Tuesday, October 22, 2013 11:51 AM To: Brandon Miles Cc: Sandra Whiting; 'rjjh@comcast.net' Subject: Poncin Tree Replacement Good morning, Harold Poncin just stopped by to ask for a copy of the tree replacement options that you had given to him. I did not see this attached to any of the files in P+ and there was not a copy in the building permit file. Will you please send him a copy at rjjhl@comcast.net or give him a call (206-334-7258)? Thank you, Jennifer 1 Brandon Miles From: Sandra Whiting Sent: Wednesday, June 12, 2013 9:50 AM To: Brandon Miles Cc: Carol Lumb Subject: Poncin tree recommendations Brandon, I pulled a copy of the site plan that indicated the number of trees that need to be planted for replacement and the house siting — 8, right?. The replacement "plan" shows planting trees around the perimeter of the property above (behind) the house. I discourage planting very large trees along the edges of the property, because when they mature, they can impact the neighboring properties. At top of slope plant a small "grove" of trees including: 2 native Big Leaf Maples (to replace the removed maples) and 1 Douglas Fir and 2 Vine Maples among them. It appears that there is a patch of blackberries there, so those would need to be grubbed out before planting. Other locations: 3 smaller ornamental trees (that get to 15 to 20 feet tall) such as: Japanese Maple —varieties like "Bloodgood", "Osakazuki" Japanese Snowbell - (Styrax japonica or Styrax obassia) Dogwood (Cornus kousa) — varieties such as "Milky Way" or "Miss Satomi" (I discourage other species of dogwood because they are disease -prone). Maple, Warrenred Pacific Sunset, Magnolia, such as "Elizabeth" I have printed out information and color photos of these ornamental trees, which you can provide Mr. Poncin. Mr. Poncin left several plant tags at the front desk with his suggestions, but many are trees that would be too large to plant along the perimeter of the lot. If he wants to plant some of the large evergreen trees he said were readily available (Deodar cedar, Western Red Cedar etc.), he can, but they should be planted away from the edges of the property. He also had an ornamental cherry and a crabapple, both of which tend to be small, are disease prone, and need special know-how for pruning them to keep them healthy — so, I don't recommend those. He could, however, plant the cherry variety known as "Cascade Snow" , as it is more disease resistant and gets to about 18 feet (fact sheet printed out.) Sandra Sandra Whiting City of Tukwila Urban Environmentalist 6300 Southcenter Blvd. Tukwila, WA 98188 206-431-3663 sandra. whiting @ tukwila wa.gov The City of opportunity, the community of choice. 1 Brandon Miles From: Brandon Miles Sent: Wednesday, June 19, 2013 4:53 PM To: 'rjjl@comcast.net' Subject: Tree Permit, L13-019 Attachments: D00008.pdf Mr. Poncin- The City has completed review of the tree clearing permit that was submitted to the City on May 8, 2013. A total of eight trees are required to be planted on the site as mitigation for the trees that have been removed. The replacement plan that was submitted shows trees being planted around the perimeter of the behind the house. The City discourages planting large trees along the edges of the property, because when the trees mature, they can impact neighboring properties. The City would suggest the following: At the top of the slope plant a small grove of trees, including two native big leaf maples, one douglas fir, and two vine maples. It appears that there is a patch of blackberries there, so those would need to be grubbed out before planting. For the remaining three threes required to be planted, we would that where the plans are marked "other" you plant three these ornamental tree species. You can pick the same species for the three threes or some variation. o Japanese Maple — varieties like "Bloodgood", "Osakazuki" o Japanese Snowbell - (Styrax japonica or Styrax obassia) o Dogwood (Cornus kousa) —varieties such as "Milky Way" or "Miss Satomi" (I discourage other species of dogwood because they are disease -prone). o Maple, Warrenred Pacific Sunset, o Magnolia, such as "Elizabeth" I have printed some spec sheets for the proposed trees. If this is acceptable to be you let me know. Regards, Brandon J. Miles, Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206) 431-3684 The City of opportunity, the community of choice. 1 Print View 1 Great Plant Picks Page 1 of 1 Acer palmatum `Osakazuki' GREEN JAPANESE MAPLE Outstanding Qualities This understated green foliaged maple does not show its true glory until the cool autumn season arrives. 'Osakazuki' has one of the most brilliant reds of all Japanese maples. A blush of red quickly transforms to an intense crimson with an undertone of orange -red before finally dropping a red carpet around its base. Quick growing and vigorous in youth it still only attains the height of a small to medium sized tree with a lovely rounded to slightly oval shape. Colors & Combos Great Plant Combinations: Acer griseum, Acer palmatum `Emperor 1', Osmanthus delavayi, Physocarpus opulifolius 'Center Glow', Parthenocissus quinquefolia Great Color Contrasts: burgundy, yellow Great Color Partners: red, green Culture Notes This lovely upright grower develops the best fall foliage color in full sun to open shade. Japanese maples are surprisingly flexible in their soil requirements. Although they will grow best in a rich well -drained soil, they will also do well in sandy soils and clay. `Osakazuki' is very resistant to the leaves burning at the tips during the summer, but regular watering during dry weather helps maintain the tree at its best. Well pruned Japanese maples are an art form in the garden and require an expert touch, so consult an experienced pruner or take local classes before attempting to prune. © Great Plant Picks Quick Facts Plant Type: upright tree Foliage Type: deciduous Plant Height: 15 ft. (4.6 m.) Plant Width/Spread: 12 ft. (3.7 m.) Hardiness: USDA Zones 6 to 8 Sun/Light Exposure: full sun or light to open shade Water Requirements: regular watering http://www.greatplantpicks.org/plantlists/print view/43 06/12/2013 Print View 1 Great Plant Picks Cornus kousa var. chinensis `Milky Way' CHINESE DOGWOOD Page 1 of 1 Outstanding Qualities 'Milky Way' was selected for is large flowers and prolific bloom. In June star-shaped flowers open lime green and quickly change to a creamy white. The flowers can be so numerous you can hardly see any green leaves! In late summer bright red strawberry -like fruits hang from the branches until autumn turns the leaves deep red and scarlet. This small to medium sized tree has a graceful and refined layered branching pattern and older trees show a flaking patchwork of gray, tan and green on the trunk. This dogwood is resistant to dogwood anthracnose, the disease that affects our native dogwood. Colors & Combos Great Color Contrasts: bronze, gold Great Color Partners: cream, white, red Culture Notes Plant this slow growing tree in a moist, well -drained soil with full sun to light or open shade. It can be adaptable to sandy soils and clay with regular watering during dry weather. The lovely layered form can easily be ruined by pruning. Consult an experienced pruner or take local classes before attempting to prune. © Great Plant Picks Quick Facts Plant Type: tree Foliage Type: deciduous Plant Height: 18 ft. (5.5 m.) Plant Width/Spread: 18 ft. (5.5 m.) Hardiness: USDA Zones 5 to 8 Flower Color: white Sun/Light Exposure: full sun or Tight to open shade Water Requirements: regular watering in well drained soil, clay, or sandy soils http://www.greatplantpicks.org/plantlists/print_view/415 06/12/2013 Print View Great Plant Picks Page 1 of 1 Cornus kousa 'Miss Satomi' RED FLOWERING KOUSA DOGWOOD Outstanding Qualities This disease resistant selection of pink flowering dogwood is a great replacement for more problem -prone cultivars. In June white flushed pink buds open and quickly become a rich rose -pink. The bright color stands out against the clean green leaves and will last longer than earlier flowering dogwood blooms. This beautiful small to medium sized tree develops a graceful layered branching pattern that shows the flowers off well. In late summer strawberry -like fruits hang from the branches followed by handsome red and orange fall color. Colors & Combos Great Color Contrasts: dark green Great Color Partners: gold, pink Culture Notes Plant this slow growing tree in a moist to well -drained soil with full sun to light or open shade. It can be adaptable to sandy soils and clay with regular watering during dry weather. The lovely layered form can easily be ruined by pruning. Consult an experienced pruner or take local classes before attempting to prune. Quick Facts Plant Type: tree Foliage Type: deciduous Plant Height: 15 ft. (4.6 m.) Plant Width/Spread: 18 ft. (5.5 m.) Hardiness: USDA Zones 5 to 8 Flower Color: pink Sun/Light Exposure: full sun to light or open shade Water Requirements: regular watering © Iseli Nursery, Randall C. Smith http://www.greatplantpicks.org/plantlists/print_view/416 06/12/2013 Print View 1 Great Plant Picks Page 1 of 1 Magnolia virginiana `Jim Wilson' MOONGLOW TM SWEET BAY MAGNOLIA Outstanding Qualities This small evergreen magnolia shines in the winter with bright green and silver foliage. The leaves hold a bright green color that is cheerful in our gray weather with brilliant silver undersides that sparkle and flash on a breezy day. If the foliage is crushed it releases a pungent bay leaf aroma. In early summer fat buds open revealing a delicate cup of ivory white petals that open a few at a time through the summer lightly perfuming the air with the fragrance of lemon. The small stature makes it an excellent choice for the urban landscape. Easily grown as either a single truck or multiple trunk specimen it adds a natural grace in the garden. The compact scale of the tree make it a good choice for around patios and it combines well with rhododendrons, azaleas and compact shrubs. Colors & Combos Great Color Contrasts: gold, silver, white, variegated Great Color Partners: dark green, chartreuse, blue Culture Notes This magnolia is easy to grow. It flowers best when planted in full sun to light or open shade. It will thrive in a rich moist, well -drained soil, but will tolerate sand and clay if the drainage is adequate. Plant in an area that is protected from strong winds to help the flowers last their longest and keep the young foliage from being damaged. Regular summer water will allow the best flowering and healthiest growth, but well established plants can tolerate occasional watering during dry weather. Magnolias have fleshy roots that can easily be damaged so limit extensive gardening under established trees. Little pruning is required other than removing dead and broken limbs or poorly formed limbs. Pruning is best done after flowering. © J. Frank Schmidt & Son Co. Quick Facts Plant Type: tree Foliage Type: evergreen Plant Height: 18 ft. (5.5 m.) Plant Width/Spread: 15 ft. (4.6 m.) Hardiness: USDA Zones 6 to 9 Flower Color: white Sun/Light Exposure: full sun to light or open shade Water Requirements: occasional to regular watering during dry weather http://www.greatplantpicks.org/plantlists/print_view/966 06/12/2013 Print View 1 Great Plant Picks Page 1 of 1 AcerWarrenred' PACIFIC SUNSET® PAINTED MAPLE Outstanding Qualities Pacific Sunset maple is an excellent medium sized tree that is very tolerant of urban conditions. This hybrid maple combines the best qualities of its parents Acer truncatum and Acer platanoides. It has very glossy dark green leaves that will develop a mixed fall color of yellows, oranges, and reds. This maple tolerates a wide range of soil conditions and would make a good street tree. It is also relatively pest free. Colors & Combos Great Plant Combinations: Crataegus x lavalleei, Malus 'Adirondack', Physocarpus opulifolius `Mindia' COPPERTINA, Sambucus nigra f. `Laciniata', Acer triflorum Great Color Contrasts: silver, red, yellow Great Color Partners: green Culture Notes Pacific Sunset maple develops its best fall color in full sun. It will tolerate a wide range of soils including compacted urban sites, sand and clay. Avoid location where water puddles and does not drain away. Very little pruning is need to maintain a beautiful specimen. Only remove poorly developed, rubbing and crossing branches when young or dead wood and broken limbs as needed. © J. Frank Schmidt & Son Co. Quick Facts Plant Type: tree Foliage Type: deciduous Plant Height: 20 ft. (6.1 m.) Plant Width/Spread: 18 ft. (5.5 m.) Hardiness: USDA Zones 4 to 9 Sun/Light Exposure: full sun Water Requirements: drought tolerant when established http://www.greatplantpicks.org/plantlists/print_view/73 06/12/2013 Print View 1 Great Plant Picks Page 1 of 1 Styrax japonicus `Emerald Pagoda' JAPANESE SNOWBELL Outstanding Qualities Styrax japonicus 'Emerald Pagoda' was selected by the late J.C. Raulston at North Carolina State University and the U.S. National Arboretum. It was brought back as cuttings from Korea because the wild plant showed exceptional vigor and was markedly distinct from the native population. It is the most vigorous and largest flowered of the Styrax japonicus selections. The star -like flowers are one inch across and slightly fragrant and are almost more beautiful when they begin to drop and carpet the ground beneath the tree. This selection has larger than average leaves that are dark green and leathery in texture. It will grow as an understory tree or make a striking specimen in an open situation. Fall color is a luminous yellow. If grown in the woodland combine with ferns, hostas, Solomon's seal, epimediums and the like. This styrax selection is considered by some to be the most distinctive and striking. Colors & Combos Great Color Contrasts: burgundy, gold, bronze Great Color Partners: white, dark green, variegated Culture Notes This lovely layered tree thrives in full sun or part shade. It does best with well -drained soil, but can tolerate sand or clay. Once established it only needs occasional watering during the summer. A yearly thinning of dead, weak and twiggy growth will keep this tree looking its best. © Great Plant Picks Quick Facts Plant Type: columnar tree Foliage Type: deciduous Plant Height: 10 ft. (3.0 m.) Plant Width/Spread: 8 ft. (2.4 m.) Hardiness: USDA Zones 7 to 9 Flower Color: white Sun/Light Exposure: Water Requirements: http://www.greatplantpicks.org/plantlists/print_view/1519 06/12/2013 Print View 1 Great Plant Picks Page 1 of 1 Styrax obassia FRAGRANT SNOWBELL Outstanding Qualities Styrax obassia is hardier than Styrax japonicus and more coarse in texture with widely ovate leaves 3 to 6 inches in length. The flowers are held in a 4 to 8 inch chains of fragrant white flowers in a may -June just ahead of Styrax japonicus. fall color is pale yellow though not consistent from year to year. Colors & Combos Great Plant Combinations: Styrax obassia is best grown for its fragrant floral displays and the more bold foliage texture which would be attractive mixed into plantings of fine textured small trees or Targe shrubs like Japanese maples, Acer circinatum and A. griseum, birches, Cornus mas would be handsome with a foreground of weeping hemlock, Tsuga canadensis 'Pendula Group'. Mixed plantings of both commonly available Styrax would contrast in texture and growth habit with extended flowery displays and be quite interesting as companions, plant in groves or singly as a focal point. Great Color Contrasts: burgundy, gold, bronze Great Color Partners: white, dark green, variegated Culture Notes This attractive small tree thrives in full sun or part shade. It does best with well -drained or sandy soil and once established it only needs occasional watering during the summer. Little pruning is needed to maintain this tree at its best. Quick Facts Plant Type: pyramidal tree Foliage Type: deciduous Plant Height: 10 ft. (3.0 m.) Plant Width/Spread: 8 ft. (2.4 m.) Hardiness: USDA Zones 5 to 8 Flower Color: white Sun/Light Exposure: full sun to light shade Water Requirements: regular watering © Great Plant Picks http://www.greatplantpicks.org/plantlists/print_view/1521 06/12/2013 View Plant 1 Great Plant Picks Page 1 of 2 Printer -Friendly View Prunus 'Berry' CASCADE SNOW T" Japanese flowering cherry ©J. Frank Schmidt & Son Co. Outstanding Qualities Prunus 'Bery CASCADE SNOW(TM) is one of the most disease -resistant ornamental cherries available for the Northwest landscape. It is particularly well adapted to landscapes on the west side of the Cascade and Coast ranges, both for its ornamental qualities and for its demonstrated resistance to brown rot and shot hole diseases that plague most of the other cherries in our climate. In spring the tree is covered with large, single, snow-white blossoms. The foliage that follows is dark green and looks great throughout the summer. In autumn the leaves change to shades of yellow and bronzy orange. The parent plant of this cultivar is at the Berry Botanic Garden in Portland, Oregon. There it has long been admired by visitors for its year-round beauty. The tree was originally imported from Japan, but records were since lost. It may in fact be an old Japanese cultivar. The original tree was propagated and those plants were put through extensive trials for nearly a decade to verify its disease -resistant qualities. CASCADE SNOW(TM) can be used as a street tree or incorporated into any sunny spot in the garden. Quick Facts Plant Type: columnar tree Foliage Type: deciduous Plant Height:Heights represent a 10 -year-old woody plant or a 5 -year-old perennial or bulb 18 ft. (5.5 meters) Plant Width/Spread: 18 ft. (5.5 meters) Hardiness: USDA Zones 5 to 9 Flower Color: white Sun/Light Exposure: Water Requirements: Seasonal Interest: autumn color Colors & Combos Great Color Contrasts: purple, bronze, chartreuse Great Color Partners: white, pink, dark green http://www.greatplantpicks.org/plantlists/view/1246 06/12/2013 View Plant Great Plant Picks Page 2 of 2 Culture Notes This flowering cherry grows best in full sun. It prefers well -drained soil, but will tolerate sand and clay if drainage is adequate. Once it is established it is drought tolerant, but it does appreciate occasional watering during dry weather. It is noted for its disease resistance and tolerance of our wet cool spring weather. It has a naturally graceful layered branching habit and needs almost no pruning to achieve this shape. Pruning should be limited to the removal of dead, broken or poorly formed branches. Consult an experienced pruner or take local classes before attempting further pruning. Text and photos ©2013 Great Plant Picks/Elisabeth Carey Miller Garden except where otherwise noted Funded by the Pendleton and Elisabeth Carey Miller Charitable Foundation I Administered by the Elisabeth Carey Miller Botanical Garden http://www.greatplantpicks.org/plantlists/view/1246 06/12/2013 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: plwming'TukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, a nts, engineers, contractors or other representatives the right to enter upon Owner's real property, located at (LH SR .5 `Tu.kvJZtA �� A_ for the purpose of application review, RECEIVED MAY 08 2013 • (;OMMUNI I Y DEVELOPMENT for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at W\tr\ (city), (state), on 0 , 20 lb ar-6 I CI_ . Pt n C. r1 (Print Name) 13037 Occids. l A lfe .S 8 r e, -t, wut :°(8/01 (Address) ( ) 3Y1- 7.aS (Phone Number Signature) On this day personally appeared before me i(S''Y\to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS Notary Public State of Washington RASAMEE SOUTHICHACK MY COMMISSION EXPIRES August 24, 2013 NOTARY PUBLI residing at d for the State of Washington ,20 11) My Commission expires on \ 13 W:\Applications-Handouts, Land Use\2011 Applications \201I LAND USE-WORD-docx\Tree Permit-Jan2011.docx I CITY OF TUKWILA TREE CLEARING Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 9„: C E ! V E D PERMIT Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: planning(i)TukwilaW4.gov MAY 08 2013 C;()MM111N11 Y DEVL-LOPMENT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -TREE Planner: File Number: L \ J ©`q Application Complete Date: Project File Number: �� /. - /j /' t� Application Incomplete Date: Other File Numbers: [ NAME OF PROJECT/DEVELOPMENT: -NuA,G LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. Pig I 58 . S.) 1 u3 ,' V 1 v&-\ - 9 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). F-0 7?OOo5S DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 6 � 6 A c_t \ Address: )36,37 OCCt AQ.rt-..W • JVD– i 13(A &1 i - / 0 (ix? Phone: lXS(.p) 33 _ 725? FAX: (o)I( 59 lU E-mail: r( (vL C6 /Yl C +, JU j iak_ 4 - Signature: Date: 5.1:2// 3 W:\Applications-Handouts, Land Use \2011 Applications \2011 LAND USE-WORD-docx\Tree Permit-Jan2011.docx WORE GVXMIO1116. OPOER BE NOT11.457 OP NIT VARIATIONS FROM Ire 0.2.10115 .010,1<4.0111018 SNOV.1 ORAIINCH MY 9.1 VANIAT .4.1. 1.0020 BY. 0.011 FRIOR TO FROGE19. WM TM W.. Oft COHTRA4Tort SHALL ACCR, MAL ..10,11511NLITY PO,. 405T TO RECTE, 911E. LEGAL DESCRIPTION LOT II OF TRI -VISTA TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 53 OF PLATS, PAGE 28, RECORDS OF KING COUNTY, WASHINGTON. ELEVATION DATUM PER SURVEY CONTROL POINT ID 514; POINT NAME 93V-901; BRASS PIN IN 2" CONCRETE FILLED PIPE; TOP OF PIPE 15 0.55' BELOW THE TOP OF THE MONUMENT CASE - AT THE INTERSECTION OF SOUTH 144TH STREET AND 59TH AVE 5; ELEVATION = 114.15 FEET NAVD88 ¶ k ivi 1s rk • to Gi- vJ Ti -e45 • , +4 Gi rt rrf TAK 11,1f, Qs Ciree d Tre ref (ac_t-4Apv1i- ff�e r,JC1,� � 'W� ALL STOCK PILES TO BE COVERED WITHIN 24 HOURS DOWNSPOUTS AND DRAINS TO BE TIED INTO STORM SYSTEM PERMANENT VEGETATION TO BE SOD AND BARK NOTE: SEE CIVIL ENGINEER DRAWINGS FOR STORM WATER AND DRAINAGE INFORMATION IMPERV. AREAS: LOT AREA HOUSE/ INCLUDING GARAGE AND PORCHES 2,034 S.F. 60 5.F. c03 12,Gb0 5.F. PATIO DRIVE WAY/ WALKWAY TOTAL 11 III Int \\�. , 'y ' 8 �O� 1th I •wl Tort . 1 m' 1 I B�= I0Iv 1 A ; ?,N,II xit 1 I t1 { I �= 7 �' 60.00' '''''' / L = 2 5O BSBL ,��y - - N WEST IPOAO' 1 Existing House #14915 012 5 10 15 20 SEE GENERAL NOItS 30 40 50 NORTH 2111 5.F. 23% SITE LOGATION-1 RECEIVED---- ----- MAY 0 8 2013 DEVI_LOPNLNT DRAWING INDEX GI SITE PLAN Al ELEVA110N5 A2 ELEVATIONS AS FOUNDATION PLAN A4 MAIN FLOOR PLAN AS UPPER FLOOR PLAN Ab ROOF FRAMING PLAN AT EUILDIN6 SECTIONS LI LATERAL DETAILS 61 6EPEiAL NOTES •, PETAILS /3 -0/9 ?IL0 0protect: mm (1 i ; PRA SKALL CONIXAGTOR SHALL ON TN. ALLOb S.. N..: ETC. PERTAM TO TIE EEPORE PROCEED.. OMIPIE MAT De 1.11549.1,ANY VAPIATI MOM TME aMEeEORAN., AN REOLVED IE NOR T SHALL PRENSIDIS ELL 'LIFOR ;TPYSAME WIRE MESH FENCE 8411 FlLIEH FABRIC MATERLIL� 2 —11 MAXIMUM NO 4 Fr CrWWIWWI FENCE J NEWLY GRADED OR OIS0URRE0 SLOPE. GENERAL NOTES, .. ROCKERIES , ALM, OVER IN POR ROCKERIES BETWEEN 4' AND d• CERTIP-rIND THAT 'BM SVEKSRADE AND ORAN...6E NAVE BEEN PREPARED IN S. ROCKERIES G. N..ID OVER IN MEISKT REQUIRE EOMIT N tn. AT MINtIAA� INSPECTION AND WRITTEN CERTIFICATION NI DE PLACEMENT L : AIS NT 2 % 2 MOOD POST. OR ESTEEL POST. 4 Fl. BURT BOTTOM OF F1LIER FABRIC MATERIAL HIM EXCAVATED MATERIAL IB B1. TYPICAL CROSS SECTION HIRE 81E91 FENCE FILTER FABRIC MATERIAL (—O R. 810101404—I 5 FT. I 24 IN. BURY BOTTOM OF FLIER FABRIC ELEVATION WIEPoN, w ¢ N. x "• 100001. NOTES 0. FENCE 91At1 NOT BE INSTALLED ON SLOPES 4ILNYNN TNAN 2 : 1. 2. JOINTS IN Fll1ER PAfRC SMALL BE OVERLAPPED 6 8401E5 AT PORT. ]. USE STAPLES MIRE FANGS. OR EQUIVALENT TO A11ACN FABRIC TO HIRE FENCE. A. REMOVE SEDIMENT MEN Il REACHES I/O FENCE NOWT 4. ROCK SMALL SE SOUND PM!, //Ave MINIMUM DENSIh. C.4 ISO POUNDS PEN ECK,. EACM ROCK SHOULD BEAR ON TYYD ROOKS TME TIER BELOW. PLACEMENT OF ADJACENT 5T131101VRES R.OGKERI. ARE EROSION -CONTROL TRUCTVRES, NOT RETAINBIIN W.A.L.L.S. AND E VESTAHL... IN CUT PACE. MATERIAL BE IMPROVED WALK. INS AGES ABOVE_ _ _ ENT AND ADJADENT TO ROCKERIES OVERSO CURRENTLYNEISNT SRA-, - BE PROTECTED BY A WITIA TNE SEAL OF A CIVIL ENSINP_ER ROGfGERY STf NIr:)?.RI ) C/0145 TI T 100 1n \ PE -5T 100.00' Existing House N14915 e, aPPro* Cl. V vouit 64 overvo—u1t hone voult GRAD I NG FLAN 012 5 10 15 20 90 40 50 SEE GENERAL NOTES SCALE: 11'=301 ALL STOCK PILES TO BE GOVERED WITHIN 24 HOURS DOWNSPOUTS AND DRAINS TO BE TIED INTO STORM SYSTEM NOTE: SEE CIVIL ENGINEER DRAWINGS FOR STORM WA14K AND DRAINAGE INFORMATION NORTH meter ROCK CONSTRUCTION ENTRANCE DETAIL RECEIVED MAY 08 2013 • (;()011..1 li it I Y DF V1: LUI]MLN f 14/3-0/9 0 0 iim p (� project: m � 0 3 HP CONSTRUCTION 14.1115 58TH AVE S 4 TUKWILI—A, W4 zn w Current 2015 HP CONSTRUCTION TUKNULLA THE 101YN0ATE 11 5 GAR 0 THS PRAHONO SHALL NAVE PREOEGenCE o.ERR<.R,P:. ., ROtiRKTai OrV,RL vEeTv ALL 011.51 5. CpOlT ON , ETC. PERTAINING TO no, YORK BEFORE sroml OE N YDE,T1E TOPR.OE01.ATETHE,Y>W. T . RZCE'1 R4 =LB,' FOR M COOT TO RELmT SAAC. THIS STMT$ PUN IS 511E SPECIFIC AND IS TO CE Nem PLR QE SITE ONLY. BASIC PERMITS FOR MULTIPLE 511E5 ARE NOT ALLOED WTN THIS STAMPED PLAN WITHOUT ATTACHED 1YOT®N PE '41551ON or THE ARCHITECT OP RECORD. GENERAL NOTES L ALL CONSTRUCTION PER APPLICABLE CODES Aro ORDINANCES. 2004 IRC, UMC. UPC, WSEC, PAID, LPC. 2. VERIFY ALL DIMENSIONS O1 _UJB SITE. BRINE, DISCREPANCIES TO THE ATTENTION OF 4YPER/ AND/OR DESISHER. 3, OWIER WILL VERIFY WINDOW 51255 AND MAREACTIRERM) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER EEDROOM SHALL NEST EGRESS CODE. 5. 5K11..I6HT GLAZING PER ISLC. 09. 6. TW/55 MAWFACTURER SHALL aFP' 5HOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. T. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. B. ALL EXTERIOR WARM NALL5 TO BE 2 x 6 STUDS 0 16' 00. TYPICAL.. NOTES I. ALL WOOD EXPOSED TO FEATHER SHALL 8E PRESf9IRL- TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOF4 / LAR AND EXTERIOR ENV LCEE PENETRATIONS. 5. GLAZING PER STATE EIER6T CODE. 4. SEPERATE PERMITS ARE RECOIRED FOR FENCES, PLUMBING. MECHANICAL. AND ELECTRICAL. 5. PROTECTION TF ,1 DECAY IS R55NRED FOR ALL 144900 SIDING AND WALL FRAMING LBS THAN 2' ABOVE CONCRETE 5TEP5, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE MEATIER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES T. SE, • SAFETY GLASS 4X4 SIDE VIC44 NOTE, 6x MATERIAL MAY BE USED IN LIEU OF 4x MA1ER1AL FOR 0RL00KER 0CNSTRLGnON OUTLOOKER DETAIL 2,6 TRIM 5/4x6 TRIM 246 TRIM Ix3 TRIM WINDOW TRIM DETAIL oOlLe ler • FO. 11 1 1 60) SQUARE FOOTAGES MAIN 1311 UPPER 1612 TOTAL 2424 GARAGE 641 J REAR ELEVATION 5E 6EPE RAL NOTES SCALE, 1/4' • 1'-0' ADDRESS NOTE, ADDRESS ILNEIBt5 SHALL BE A MINIMUM 4' NIGH WITH A MINHUM STROKE WIDTH OF 1/2' AND BE ON A CONTRASTING BACKGROUND PER IRC 319.1 UPPER TOP PL UPPER 5U3. PLR 1 ELEV, 219' MAIN SNUB. FIR. RECEIVED MAY 082013 (;OMMIJNI I Y e mill i 3 -0/9 0 N 7Q 1-6 9 project: m 0$ o THE WYNGATE 11 m 3 r STOCK PLAN 2412q Pr 4 BR, DEN, BONUS, S GAR ELEVATION A Gd.RREN4 200 17414061845440538301114 2929 WYNGATE II, 5 CXR ALL a�.Lie, caolTwN;. c*r. PEWAIN. To I HORN PROGEASINO. The MAT BE Kan,. (N., AV, V ARIA710115 WON TH, T GENERAL. NOTES I. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 2009 IRC, MAC, LPC, MSEC. VAIQ. LPG. 2. VERIFY ALL DIMENSIONS ON /05 SITE. BRING DISCREPANCIES TO THE ATTENTION OF (AWER/ Atm/OR DESIGNER. 3. OWNER POLL VERtFY oruwoovi SIZES AND MANIFACTURBNS) WITH FRAMER BEFORE START OF CONSTRUCTOR. 4. ONE WINDOW PER BEDROOM SHALL 1-1.1 EGRESS CODE. 5. SKYLIGHT GLAZING PER IRC. 09. 6. TRIr5 MANIFAGTIR.ER SHALL SUPPLY SHOP DRAWN65 TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 1. OWER WILL VERIFY ELECTRICAL AND NEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. O. ALL EXTERIOR HARM WAILS TO BE 2 x 6 STUDS • 16' 00. TYPICAL. NOTES I. ALL WOOD EOR'O=5ED TO WEATHER SHALL BE PRESN. RE TREATED OR CEDAR 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATION5. 5. 61.AZIN6 PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE 4E0E4E0 FOR FENCES, PLUMBING. MECHANICAL. AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQUIRED FOR ALL WOOD 51DIN6 AND WALL FRAMING LESS THAN 2' ABOVE CONCRETE 51tM5. PORCH 5L.Ag, PATIO SLABS, AND SIMILAR HORIZONTAL SIIRFACEa EXPOSED TO TRE YEATER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. T 56. = SAFETY GLASS /01 LINE OF EXISTING, GRADE TOW. = BOW. = 221' -- LINE OF DRIVEWAY W/ IS% SLOPE BEYOND TOW. = BOY. _ UPPER TOP PL. UPPER 5119 RLR. MAIN TOP PL. ELEV. 213' MAIN SUB FLR e- 1■I 9 C LEFT ELEVATION SEE 6EtERAL NOTES xAL& 1/4' = 1,0. OP EXISTING GRADE LINE OF DRIVEWAY — �EV 1525 SLOPE BEYOND ULS �f �orn� Alco c e_ ?Po n+ graz c5P ithe roa ele.voch'on . '-� N: UPPE. TOP PL. ELEV. 2133' MAIN SUB FIR. /Ll*40464450641414440* - r 1 RIGHT ELEVATION - SEE 640046. NOTES SCALE, I/4' = i'-0' LIRE OF =151ST=GRADS = 215' = 211' RECEIVED MAY 08 2013 (;( ),,hiAl1141 1 Y U1-VI_LUI'MLNT G/3 -019 NASH & ASSOCIATES ARCHITECTS mQ 243 fa Q Z W Aw w date. 02-25- la Ormlt� drawn ..ILK chaciced by, 6N SHEET A2 OF asaaair 5 RP 0046 �T3 6U 2929 NYNSATE II, 3 GAR BENNE MOUE:W. T. 014.1 NET BE NOM= OF ANY THE BRA IER TION re ateoLvE• sr nit on. Pam roN• W,>. �.K n•ra FOUNDATION NUI t5 PROVIDE GRA64,57AGE DRAIN AT LOW P0I11 IN 5RA6LSPACE. 2 SLOPE ALL CONCRETE STOOPS AND/OR PATIOS 1/4' PER FOOT AWAY FROM DOORWAYS. 3. (U VENT 15 TO BE LOCATED WITHIN 5 FT OF EACH CORNER. 4. ALL 34000 IN CONTACT WITH CONCRETE SHAH. BE PRESSURE TREATED OR CEDAR 5. PER IRC R319.I.I. ALL FIELD END CUTS, NOTCHES, AND .DRILLED BOLES OF PRESSURE TREATED 1000 SHALL 3E RETREATED 144 TIE FIELD IN ACCORDANCE FON APRA NOG. 6. FASTENERS INTO OR IN CONT ALT WITH PRESSURE TREATED OR FIRE-RETARDEN1 44002 SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS 5TEEL, 51LiCON, 0505214, OR COPPER. EXCEPTION - I/2 INCH DIAMETER OR GREATER STEEL COLTS T.. PROVIDE SOLID BLOCKING UNDER BEARING INA/L.5. 5, PROVIDE 5 MIL, VISCAJSEN VAPOR BARRIER WITH 12' OVERLAP ATSEAMS TO TOP OF FOOTING TNRU-OfT 0RAPL5PACE. 9. ALL FLASHING TO BE IN COMPLIANCE WITH 2009 1RC, SECTION R1033, CRAWL SPACE VENTILATION CALCIS 1311 SF 03 GRAVE. SPACE AREA 1311 5F / 150. 6.10 0.16/.15= 11.105E 11.105E 11 144 0,4/5F • 168551 1665 S: TOTAL vENT AREA REDUIRED VENT AREA = 100 51 EA VENT 1005 / 100 • I5b Itlt®ER OF VENTS REOU1000 I6 TOTAL VENTS PROVIDED FLOOR FRMlIMS 1OTB6 260 FLOOR .J015T5 • 16' 0F. TYPICAL UNLESS NOTED OTI1RYiSE ed 2x 5100. SOLID BLOCKING • BEARING. EXTRA JOISTS UNDER PARALLEL WALLS, BEAM AND CONNECTION NOTES ALL. BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR 161LE:5 CALLED OUT ON THE PLANSARE TO BE EITHER BELOW PLATE (TOP OF BEAM 15 F11ld4 WITH TOP OF FI.ATE) OR ABOVE PLATE (TIE BOTTOM OF THE BEAM 5 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAM` TO WALL CONNECTIONS ARE TO USE 0616 STRAPS FROM BEAM TO THE SUPPORT1NG 51110/POSTS ALL BEAM HAN5ER5 ARE TO BE 51tP ON OR 51MILAR APPROVED HANGERS. INC CONTRACTOR 15 TO VERIFY PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGERS CALLED OUT ON TC^ PLANS USE 0516 STRAPS FOR SPLICe/ BEAN CONNECTIONS (AT SUFPORTIH5 POSTS) LE0E14D. P3 LD. tt CI +CAR NOTE. BEARIHS WALL ABOVE WIMPLE 2x Si1D5 6 -POINT LOAD -. (2) 2x TYP. U1.E55 NOTED OT7ER941SE POINT LOAD ABOVE 414 POST SEE JCCT LI FOR SHEAR WALL NAILING SCHEDULE t DETAILS 04 CAR LEGEND. INDICATES SHEAR WALL REFER TO SCHEDULE i ■ -I-015,01E5 HOLDOYW LOCATION: SEE FIM' FOR TYPE DENOfE5 STRAP LOcAT10W SEE PLAN FOR TYPE MX) INDICATES 3x FRA141N5 MEt5ER5 11112 51LL5, PLATE§ t STUDS O EDGES W REGLI9EO —1 61'E' OVERALL r 54-0' IOW' 5_10 19,-6' i5'-8' / B'-0' HIGH CONCRETE RETAINING W x_ ABOVE 6A6RAGE SLAB 10'E' LOB 9•.6• 10'-0" r y (WREST 2015 HP CONSTR 11015 TUKI'111.11 1,129 WiN6ATE 14 3 GAR 412111 VW AEI P c.a. FAAW t At I •Loi MEI ryAt I w� _ ( \2� I ••''' PFb '� -f•1-0 4yF. r1 — x10r � -f9-0�- we--Lov- vis wig i tom/ I CRAWL SPACE44. II Q 1 O1 I + B' COC. Fgt4DATIDN WALL I �' TYP. 1 2 -STORY Pli :ET' • ee.Ay s^_ Td +�+o• T Pro : ry �I_ ry e W qi Hr CONT. CONC. F00/11466 1 I T. O 3 -STORY W r 04' sx4• s -r s1r sus• 6.5. s'<• s• -v / r4 1-C71 C ry I. I' 6'-0' MGH CONCRETE RETAMINS / - �'-1 •Hr i ABOVE GAGRAOE SLAB 10'-6' L.d1 _ 4x10 DF. • — - Q�11YZ a . ... - E 4e9 5" £ '; _ ..' ..• .' w» • 11 _X+S - III 41 ,0 I`f 1 /G r— 4•. ,-1 ,w• �y,. . -r re as II ,< �� I r 1 1 x10 OF. •. 1 Y 1 R D ._I 1 �� ig I P ' 4' CONC. SLAB ON 11(1 b A 4" GRAN/.AR BEDS J ry ri I 10'-9' 0 1;1.e 4 Ile �� —� I o .pQ'' w 4Ort PI -s• NA (va (Z1 x. _ r r • ... .wa eue oe 2ib r �.� J SLAB ai•'Ae - ..- �. � — — — — _. - - _ ,.. _. • Lk 01 ye 14'-0' / 17'6' e 3I' -O. I'-1 ' 163' R.O. I'. . 6'3' RD. ..1. 19'-6" IIB' 5D-0' 61'b' OVERALL RECEIVED MAY 08 2013 COW/I01J11 Y I)I:VLLUI'MLNT FOUNDATION PLAN 008 6BERAL NU' TES X1 3 -a 9 0 r I D O 0 S] pojectt m m o THE WYNGATE 11 U ; STOCK PLAN 241201 0/ Z� 4 SR, I7EN, BONUS, 3 GAR n W ELEVATION A (WREST 2015 HP CONSTR 11015 TUKI'111.11 1,129 WiN6ATE 14 3 GAR NurreN InHSP N 4NAVE wEC1 HLEa.InSCLEPP,M N�. CO.TRACTOR .4.1CON11TIa6, ETC F.TAHNN� TO TSH I � �P Emus mm or ANY VAPIA„9.E. TrE M... 1,10.0 WOOL�9 ,T1C6To oNim 'C. .� L GENERAL NOTES I. ALL EXTERIOR HARM WALLS TO BE 228 WES 16' 0C. TYPICAL. 611111 19-21 INSULATION. 2. ALL WADERS ON MAIN FLOOR TO BE 4x10 DFi42 OR (2) 2X00 OF -LE 2E255 NOTED OTHERWISE. 5. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAM4k - SINGLE TOP RATE STRAP a SPLICES AND CORNHz5. EXCEPT AS NOTED FOR SHEAR TRANSFER 5 ALL. GUARDRAILS i cR MAWFAGTU.TES SPECS. 'PORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAN? OF 200 1.85. APPLIED IN ANY DIRECTION AT ANY POINT ALONG TIE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PREOEI$1E- TREATED OR FIRE-RETARDENT HOOD SHALL OF HOT-DIPFCD GALVANIZED STEEL. STAINLESS STEEL, SILICON, BRONZE, OR COFFER EXCEPTION - 412 INCH DIAMETER OR GREATER STEEL BOLT5. T. PER IRC 413191.1, ALL FIELD END G1T5. NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED 41000 SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AXPA m4. 8. OFF: HINDON PER B4-0600 I SHALL FEET EGRESS CODE PER 2004 IRC 8310.1 9. ORDER A.L. PARALLEL BEARING HALLS. USE DOU41LE JOISTS OR A5 NOTED ON PLAN5. DOUBLE JOISTS UNDER ALL NON-BEARING PARALLEL HALLS. IO. E CEHST FANS LARGER THAN 5004400/41 8E CONNECTED TO 4' SMOOTH HALL VENT PIPE IF RUNS DO 1401 EXCEED 20' IN LENGTH THE MIN1141-1 512E OF OF FLEX CSC, 15 5' DIAMETER NTH MAXRNLM FEIN OF 15' 44. C01•BIxT101 AIR REWIRED FOR ALL FUEL BURNING APPLIANCES. 12. PEEL 60451.IANGE CERTIFICATE REWIRED 4UTHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE H1T4 2009 IRC, SECTION 6103.8. 14. ALL 0PE111155 MADE IN HALL5. FLOOR5. OR CEILINGS FOR THE PAS5AGE OF PIPES, 5TRAI, ER PLATES ON DRAIN IN_ETS. TUB HASTE OPENINGS TO G4AFLSPACE, AND METER BOJ2E5 TO COMPLY WITH UFC SECT ION 313.12 15. Al HASTE PLUMBING DROPS TO BE ON INTERIOR HALLS OR FIBRED OUT EXTER1M HALLS. GARAGE NOTES I. 6ARA6ERIVING SEPARATION, USE NO LL85 THAN 5/8' TYFE 'X' 648. 10241E THE SEPARATION 15 A FLOOR - CEILING ASS15.134Y, TIE 5141001115E 41PPORTITG TIE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE -55 THAN 92.61-33 OR EQUIVALENT. PER TABLE 143026 2. YRAP POSTS AND 05A1'P W 1/2' TYPE 'X' GTE 3. INXRATE ALL WARM WALLS AID CEILINGS 4. A'CT5 IN TIE. GARAGE AND DOLTS PENETRATING THE WA4L5 0R CEILINGS SHALL BE CONSTR ETED OF NO. 26 GAUGE 5121E.T STEEL AND SHALL HAVE NO OPENIN55 INTO THE 6ARA6E 5. OFENIN65 8ETYEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1-3/8' IN THICKIE50. SOLID OR HOIEY401.8 COPE STEEL DOORS NOT LESS THAN 1-3/6', OR 20 -MIN FIRE -RATED DOORS. FIREPLACE NOTES. I. b' CLEARANCE FIREPLACE Y11TH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MNUFACTURER5 SPEGFGATIONS AND SHALL HAVE APPROVAL LABII. All -ACTED. 3. FIREPLACES AND STOVES MGT BE DOE. APPROVED AND BE TESTED, CERTIFIED AND LABELED A5 SUITABLE FOR USE WRING A FIRST STAGE BURN BAN. HEATING, NOTES I. INSTALLATION PER A5HRAE 9044-08 2: ALL PILOTS, BURNERS ANE SHTCIE5 TOW -•.. ... .. MINIMUM NIB' ABOVE SLAB. 3, PROVIDE .18' PLATFORM OF 2 LAYERS 5/4' PLYHOOD. 1 LAYER IF PLATFORM 15 ON SLAB. 4. HATER ,EATERS SHALL BE ANGIORED OR STRAPPED TO RESIST HORIZONTAL 015PLACEI'EM' WE TO EARTHOTAAKE MOTION. STRAPP915 SHALL BE AT POINTS KTNIN THE LPPER 13 AND LOITER 1/5 OF THE HATER HEATER 5. FORGED AIR 6A5 WAIVE 5Y5TE R 0)4400041 ATL OUTDOOR AIR INLET CONNECTS TO TIE 85115144 AR PLB4M INCWD4N6 DAMPER. MINIMA, AIR EXCHANGE PER 2009 IRC, SECTION 441505 OUTDOOR AIR SUPPLY A MECHANICAL SYSTEM SHALL SLPPL1' OUTDOOR AIR AS REOUIREP BY 2009 IRC, 5ECTION 1508 THIS SYSTEM 15 TO BE INTEGRATED 14101 TSE FORCED AIR HEATING SYSTEM MECHANICAL VENTILATION 1.60LE HOUSE VENTILATION SYSTEM PER 2009 IRC, SECTION 1508 COMBINED 50/RLE SPECIFIC FANS OTTE /ERA-1EO PLTH FORCED -AIR IEATIN6 SYSTEM SHEAR NOTE, SE- SHEET LI FOR SHEAR HALL NALIN5 SCHEDULE a DETAILS SHEAR LEGEND. PO2. INDICATES SHEAR HALL REFER TO 5OEDl6E IG, a -0-DENOTES 4 0LDO'H LOCATION SEE PLAN FOR ups It 'pENOTE5 5TRAP FOR N LOCATIO`SEE PIAN TYPE i5,0 INDIC,ATGS 32 FRA411G MEMBER51 Foto R o SILLS, ATES < STUDS • EDGES FLOOR FRAMING NOTE5, 2,,12 FLOOR JOISTS 0 IE. 0C. TYPICAL UNLESS NOTED ODER/115E NV 2x STOCK SOLID BLOCKING a BEARING EXTRA J0515 UNDER PARALLEL HALLS BEAM AND -CONNECTION NOTES AL1. BEAMS THAT ARE NOT HI*00'H OR DOOR HEADERS OR UNLESS GALLED OUT ON THE R.Al8ARE TO BE EITHER BELOW RATE (TOP OF BEAM 15 FLUSH WITH TOP OF RATE) OR ABOVE RATE (TIE BOTTOM OF THE BEAM 15 AT THE TO' PLATE OR IN rte FLOOR SYSTEM) ALL BEAMS TO HALL COWECTION5 ARE TO USE C516 STRAPS FROM BEAM TO THE 9UPPORT1N6 511D1P(XTS ALL BEAM HNN5ER5 ARE TO BE SIMP50N OR 51011 AR APPROVED HAH6ER5. THE CONIKACTOt 15 TO VERIFY PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGERS CALLED OUT ON TIE RAS USE 0515 STRAPS FOR 56110.LD BEAM CONNECTIONS (AT SUPPORTING, POSTS) LEGEND. BEAMS& HALL a NO IN 10116 • WEARING HALL ABOVE ------ F1 /10. LI110 449041E WLTIPLE 2x 511.106 • POINT LOAD (J 2x rip. IRL_E`f NOTED OTHERM05E POINT LOAD ABOVE 9M0KE DETECTOR NOV INTERCONNECTED HN/ BATTERY EACH -UP CARBON MONOXIDE DETECTOR II0V O INTERCONNECTED NV BATTERY BACK -LP PER I144315 (5.6.) SAFETY 6LA55 VTO VENT TO CUT0IDE FAN - VEA, TO CUTS1DE 50 CFM 14111144.61 O TAT OPOBe MOMS, AP MASTER, OR QM ems oo 644 0619$ LARSER POSTS ARE • 1"Clx L AN c4 5/4468 HAY IF A Post D RELIV9+EV WA (.0 24. IEE 2 STIOS AT PAM IOfLY.YI CAIP E PT. LD. i O 2X4 FRAME ALO115 CONC. RETAININ6 WALL TV CAP 4 TRIM 96' ABV. MAIN SLB FIR. a v 244 FRAME AWNS CONC.- 224' ABV. MAAIN 551.LL 8 FIR N TM 9 sJ NASH & ASSOCIATES ARCHITECTS 11644 NF. 80th STREET. KIRKIAND, WA 98033 425-828.4119 caw.rmharcAitcmcom 5 10' 19'2' /- doota: 02-25-13 r / i' 5d' / 5-2.. 102' chock.. by. 64.4 /50' A4 / 5.,0' 4* s•2• PATIO 4,3. 13-I .4410 9 ® B-2 54,+10} 24F-414 61.8 DE/OF � 03 DFLx2 4096 NO 4x10 5LDR P12' B-4 91 '-4< 4x10 9' P" as �' 6080 5.G.D. pi -6 (dldWlyYi"L.�� ire r-- 1 1 I N 5.�y2 �era 4121 HBBU25055"000 %CIXI S..DR. IPlf b! 0 ' t .0110 1 I ' I 1 1 j� 1 r 1 1 1 1 `' NLG. 1 o � 1 I �Y; 4E-1 III 1 I rte=. SGS 1 1 ) 1 t ,_ r 204 FRAME 1 1 ' m 1 1 1 I , i tri.) I 1 I -ii" I 1(�� p I R WALL 14/01,i TRIM 24' ABV. MP,IN SL9 I � 1� 1 1 ( I q ( ( 1 14, -4-v;•0 , • � '_ Q,1 ' `1 I 1 , -,:1,,,,V915 FAMILY j1 14'-1 d "1 1 1 1 1 1< 01 I �'-01 I I A I i 4 ' 1 krrr qP*, I i 11 1 / � p I ,T I RI /X2.1 , I �'I v, /I � I I I I I A I I 1 1 1 1 1 ' ly'_0' i ' 9'-4 1 1�Q'I ; 6' l _ I i 391 ( a .Q „,LI 1'msn FS VA.� i l ! ; Q I I° I� i l l i l! I I/ ISI I I l I _._ �d611 ( w B �� 51(180 DESK ARCH.' T n Zfl bvEN 41241241 Yy ��-�II�I ( p%441 I IIIIIi�1 ___ c 5r r0° 1l ° I I 4T _�� �' -/1 t % .4 ICj , RAI HST. LONE. RETAINING WALL �11 I 1 I I€ m I1PANTRY 011' �� li G. ISI 1 11. 1 1 1 1 1 1 1�nw2R m' 1" 1 1 rt • 1 1St"1 1 1 1`1 ' I I, 1 a m 445. / H..1. _'"'32 , , 9441 i L/ 1 I LSI A, 1 1 (� m N L I I '. 0, I 1 1 1 1 1 1 1 1 1 1 n' 'xl '�' �, I I 1 1 NAD 6 s 4 1 61 1 1 4, 9. ,1 �. ' -4 1 11 I I/ r AM j'�. I I I 11. I I I 1 1 I g I I i INI461 1 1 6 4 I. I III I I. I�� 0'lie �P 2.1 I`°TI 1 1 .r r- we9rx.°nor car- I ` .' ' 111� 1 1 14 - _I -1--k,4.1.4 !811--1-1-1--+-I_ 1 I .> �!le-' BOLO XOX w YDR Q w 'Ix . 1 (2.0j I*' � ENTRY �,, S b A % Edd ' ' 1 I 1 ( I 1 � // 11 / � . 1 ' 65-4 544 116LB 1 1 ' I � ..IF -V4 �DPp/OP '� � 1 7C� .TL.6. 1 r 1 I EXTEIID BEAM 12' PAST FUST TO Pll.OW 663 TO �Iwu 25/12FROM ss -2 PLTHI 1' 025/12 H6R I 66 e DP 4x10 -LE O / 1 ' •- ',� Tsa aritio-"Vx Alan4' ;I 1 I r "' I P0-1 OF -1.42 4x10 _i'l'i13.001312. R'q_. _060 _X'a.DR �y L, 8080 O.H. e6 12 N GARAGE DOOR 1080 1060 w2. pf 11 RI25' Ip $1I 16080 O.H. 6AIRATS DOOR N _ _____ t9.No .. tr-3. -0' w>. 8315%EC STOIF .,r, xEI�R i0brN1FD P�F. ix 1sG. SPeuSCATIau OR 20 tjl 111111 0, 4x12 OFi"2 a p _g. LPN`' w Q' MHi 664 4x13.....- DHOW lo'a•IDN6 5' 10' 93' 5-9' 10-0' /l�•f 0-0• 2.2 i9'-0' /44-8' / 12,.6' 6152' OVERALL I . ND Mir RECEIVED MAY 08 2013 COMMUNI r DLVLLO MENT MAIN FLOOR PLAN SEE CETERA/ NOTES SCALE, 4/4' • IFC CORRECT 209 HP CONST, 5T10N 11.KPRlA 2929 1-6149A1E II, 9 CAR NASH & ASSOCIATES ARCHITECTS 11644 NF. 80th STREET. KIRKIAND, WA 98033 425-828.4119 caw.rmharcAitcmcom po�ect, THE WYNGATE II STOCK PLAN 2ci2ci 4 BR, DEN, BONUS, 3 GARI ELEVATION A doota: 02-25-13 parmit, ravlalOn>. _ drawn by. _ILK. chock.. by. 64.4 ",...- 1-- a -r- A4 CORRECT 209 HP CONST, 5T10N 11.KPRlA 2929 1-6149A1E II, 9 CAR CA ED ER,nALLNNDNlDi.E NOCTOIRRENDP ,EV,FERIA.TDTNE VAR.AlI FROM TIC OIML46.6 AND2R CONDIT°. SOCAN ow.. caw.. ANY SU. VARIATION SRN, DE. GENERAL NOTES 1 ALL EXTERIOR WARM WALLS TO BE 240 STUDS 16' 0.C. TYPICAL, WITH R-21 INSULAT1ON. 2- ALL HEADERS ON UPPER FLOOR TO BE 400 005600 FIR 42 OR (2) 200 DOUGLAS FIR 106ESS NOTED OTHERWISE. 3. FUR -OUT READERS TO MATCH 2,0 WALLS. 4. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 5. INLINE FRAMING - SINGLE TOP PLATE STRAP 6 SPLICES PGC) CORNERS, EXCEPT A5 NOTED FOR SHEAR TRANSFER. 6. ALL GUARDRAILS PBZ MANUFACTURERS SPECIFICATIONS. SUPPORTS CAPABLE OF RESISTING A 514464.E 5094ENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION Ar ANY POINT ALONG TIE TOP OP BE RAIL. T TI6)54 WER UNITS SHALL HAVE FIRE BLOCKIN5 BETWEEN WALL 5111125 AND WATERPROOF G./PROMOS TO .12' FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN .12' OF DRAW SHALL BE SAFETY GLASS. SHOWER FLOW 15 LIMITED TO 2.5 SAL/MIN, 00000 FRAMING TO BE PROTECTED FROM HATER SPLASH AND MOISTURE. D. ALL BATHROOM FAN5, KNOWER HOODS, AND DRYER DUCTS SHALL EE EXHAI5TED 0134 THE ATTIC TO THE ROOF OR T14111 THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS 5HAL4. TER.WNATE AT LEAST 36' FROM A WINDOW OPENING. 9. ONE WINDOW PER BEDROOM SHAW. MEET 65RF55 COPE PER 2009 IRC R340.1 10. UNDER ALL PARALLEL BEARING WALLS, USE DOJELE JOISTS OR A5 NOTED ON PLAN, 00401E JOISTS UNDER ALL NON-BEARING PARALLEL WALLS. I1. WHOP HOUSE 1NDOOR VENTILATION SYSTEM 114114 24 HOUR PROGRAMMABLE TIMER, RETURN AIR TO BE SUPPLIED BY HEATING SYSTEM. 12. MAX. HOT WATER TEMP. DI5CHA44614G INTO A BATHTUB OR WHIRLPOOL BATH SHALL BE LIMITED TO 120'P. 1TE WATER HEATER SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. 13. ALL OPENINGS NAVE IN WALLS, FLOORS, OR CEILINGS FOR 141E PASSAGE OF PIPES. STRAINER PLATES ON DRAIN (WETS, AND 40Nm9 BO)405 SHALL MEET TIE 00041REMENITS OF THE 2004 UPC SECTION 34342 14. ALL FLASHING TO BE IN COMPLIANCE WITH 2009 IRC, SECTION 0103». 15. ALL WASTE PIJR1131N6 DROPS TO BE ON INTERIOR WALLS OR FURRED OUT EXTERIOR HAUS. LE4EN4D. BEARN6 WALL FLOOR LINE ABOVE vw xn MVLT1PLE 2x STUDS • POINT LOAD (2) 24 TVP. UN -ESS NOTED OTHERWISE PT. LD, 11 POINT LOAD AB050 ABV. SMOKE DETECTOR Q CH -UP ECTED W BATTERY B EACH -UP CARBON 410440010E DETECTOR 1100 0 INTER:AN4CTED IN/ BATTERY BACK-UPFER1 0515 - - (S6) . SAFETY &LASS VTO VENT TO OUTSIDE GO FAN - VENT TO OUTSIDE 50 CFM MNNUM 4. POET AT 8OR DEAN 0.5 OR11,0 GI Tx. . AN MIA/ MOIR 14405 MAY OE olleRE LARMR POSTS APE [ALUM ( N' A 0.1 POET NE60E9 (V 2.. SMEAR Mc, H. SEE SHEET LI FOR S4EAR WALL NAILING 5UEDULE 6 DETAILS SWEAR LEGEND, 01.6' 140ICATES SHEAR WALL DEFER TO SCHEDULE N4 14 DENOTES 4104.00004 10661IONI; SEE PLAN FOR TYPE on,""....--D940TES STRAP LOCATION � PLAN FOR TTPE INDICATES 5x FRAMING MEMBERS (9X) MAD 51LL'S, PLATE5 4 STUDS • EDGES 0 5I'-0 OVERALL 15'-10- T-0' S'-10' b'-10' 15'-6• 0'-0• -1'-10' 9-4' 3' 8' 2-q• 3'-I• 0 N = Q .1 -on poJact: 11 m (1,1 $ ° THE WYNGATE 11 iqr r STOCK PLAN 201201 4 BR, I,EN, BONUS, S GAR Z�' ELEVATION A T'-6' 06-1 3}v 24F -V 0040 X0X 10} 6LB DF/DF 5LDR RB -2 5.i 24F -V 4040 XO 4 GLH DF/DF 5LDR (50) 2036 541 063 DF 0090 NON 400 92 SLPR �__. (E 0055) (BGRESSL i9. (0 P [LI rialLer ' h_ ]4641 BTS 1T4(ia MASTER BEDROOM 10 BONUS 34ol•x1g�,6. CPT O 45,04416,-0. GiK 'µ1 LINEN T _ lV �• IIIII O ww x ' ? EN -FOLD 36=. �ru 095 .p '■n 0 0 0) m BA TTM "g @'" -1 2668 085 M #SP 41.7401.2 OPEN T6\ —( SO66 I ` HELLOYI 1 BI -FOLD V' T -n 9• I/ 4 c HixPIMP" IE6RE55) (o M tt=t ] 10 CPT / o `1 w IIIxQ d 5 h Iq��$ 603.'4 XOK RB -4 DF --92 SLUR, 4,<I0D0 4040 9 DF EXP. 4x0j 1112 •d f Q � MANS �N H"''® OXT L� SFO! 11,11.04 �' ' I. --�. 2022 END. 1 2040 FXD. e 4 / 3 I 1050 30/.5100, 05RE551 3020 ARCHED TRANSOM I 1 W L Ne or r✓N.L oe<J-oW 5'-8' 5'i' S'- ' 6..6. 6'-6• 11'-6' T-6' 5 04 2-4' 11'-0' (4047' / 13'-0' 10-0' ` 51 ' OVERALL ` 41211, 4\ N RECEIVED MAY 08 2013 coMr'nur\ii i Y DLVLLOPMENT UPPER FLOOR PLAN SEE 6i306AL NOTES SCALE. 4/4' • 03 —0/9 0 N = Q .1 -on poJact: 11 m (1,1 $ ° THE WYNGATE 11 iqr r STOCK PLAN 201201 4 BR, I,EN, BONUS, S GAR Z�' ELEVATION A O.RREMT 2013 NP 4ONSTRWTION, TUD'ULLA 2929 M16SATE II, 5 GAR OVER I0aNn aSRA42�TE NOW 01.1400.15. SONSIBONS .01.1.. of2Y m4) , }SALL FE ACCE, FBSFONSLINOTT FOR rte COST TO TOSTIFT SAME TRUSS NOTES ALL TRIYI.G SHALL HAVE 1. STRESS ANALYSIS AND DRAWINGS/DETAILS STAMPED BY A STATE RE645TERE0 056490010. 0. MANUFACTURERS STAMP ON PRE-MANIFAGT03:tE0 11005505. 3. BRACED TO MAWFAGIURERS SPECIFICATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO EUII.DINS DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 1, 10056E5 WILL NOT BE FIELD ALTERED 441:TNOUT PRIOR BUILDING DEPARTMENT APPROVAL 010 ENSWEER CALCULATIONS. 6. AL TRU.0L0 SHALL HAVE SIMPSON H -I CLIPS AT ENDS. EVERY OTHER TRU55, 46' O.G. MERE ENO TRU CEC ARE PARALLEL WITH WALL USE SIMP50N L30 0 MID -SPAN. 1. 145E 51MP5ON STC CLIPS O ALL TRUSSES OVER NON -MARKS WALLS. 0. 1122/SEES SHALL. BE LEGIBLY 04093040 HOPI MAREACILRER5 NAME, DE5ITS14 LOADS, AND 080040ED SPACING WITHIN 2'-0' OF THE CENTER SPAN ON THE 8011-01.1 CHORD. 4. T4R1r04[10 TO BE NON ATTIC 5TORA0E TRY.0L4. MARMOT WAGE ABOVE TLE BOTTOM CHORD 110155 TO BE LEES THIN 42' HIGH AND 24' NIDE LOCATED IN THE PLANE OF THE TRU55. ROOF FRAMING NOTES I. GUT RAFTER TA4L5 TO MATCH 2x TR ESE... 2. CONNECTORS SHALL 08 EMSIN6ERED BY TRUSSES MAWFAGTURER 3. ROOF P1764 SHALL BE 0,12144 FSS NOTED 015841150. 4. USE 51MPSON H25 CLIPS O 40' 0L. AT ENDS OF TRUSSES AND RAFTERS. 5, USE SIMPSON 130 CLIPS TO CONNECT TRESSES AND/OR CEILING J045T5 TO PERPENDICULAR WALLS AT MID-SECTION. 0. USE SIMPSON ETC. GUMS AT NON -200100155 WALLS. 1. 2,40 RAFTERS 0 24' O.G. / 208 CEILING JOISTS o 24. O.G. TYPICAL UNLESS NDF..D OT1esosE RMA%I30RM SPAN • 13'-T9 6. PROVIDE DOIBI.E RAFTERS 13008 DORMER CRIPPLE 044115 UNLESS NOTED OTHERWISE. 43. MNI1.401 0'-0' 5611605 AT BUILT-UP HIPS AND VALLEYS NAL TOSET ER WITH 2 RCVS OP 1641 NAILS 06' OG. (OVER FRANKS) 0ONTI7L09)5. 10, ROOF FLASH1NG SHALL 00 PROVIDED ANO COMPLY WITH 200+ IRC, SECTION R105*. LEGENE, O OS. SHEAR NOTE. BEARING WALL FLOOR LINE BELOW 740.14000 2x 5100' 0 POOP- LOAD INDICATES 2.6. OVER FRAMIH6 MA%IMR1M SPAN UNSUPPORTED AT 24' 0C. • AT 12' O.G. • 43'-1' DOWNSPOUT R61 ROOF VENT 4x4 POST AT GIRDER TRIY6_C, AND HOP MASTERS OR USE 0) 2x6 SEE SHEET LI FOR SHEAR WALL NAILIIffi SCLEDIA.E 4 DETAILS SHEAR LE4E542. PILO' INDICATES SHEAR WALL REFER TO 5CH@1LE a( )R DENOTES HOEDOWN LOCATION SEE PLAN FOR TYPE STRAP L0691105; 550 PLAN FOR TYPE 410169T'ES 34 FRAMINS MEMBERS; (911.> MUD SILL'S, PLATE% 2 ELVES 0 EDGES Tablet: 1 Root Venting ROOF VENTING CALCULATIONS Roof 4000 1 , 6411614Rn Required., 4150.4044.114079)3W ' 1754'63 /rt. ,I'>"Sf044010 80% 4436' minimun Row Paw (pax EDV.).... 20% Al Ewes •l • 043E38400n. • 1003&80.07. 14 Raufi6eks 0450 Rho, Elea 0 Sandbd Comp 40451 Vent 417 sgl of 0 Metal R401640oe Vent a 2945 Rat 0 Sus Rooth:) Vera tg 8.5Og1 Jl4 0 Unee4F1 ofEaw V015164633241641a. (0)rd6Hplesparabok@eec1020y •_ _ . Sso.fi .. 163 Un8a4MdEaw V¢.na6�1.86 sp.Rnm . .. ID/ 2'da.Abms par Noxi a8.bay0) . o amwNa soar ved@loe9f m '64444 Fed Ves 412 in. 412 6.)170% 0 1ADda Van,43045433280 8 4.5% Gable EM Vera ... (l0ln. 024 pax 7016 = TOO Win. 02410 0 sgfn. • 0RRO. 0 saLtn. . . .:. 000`0. 288.95 aa1uh. _ -. __ owr 0 Paha 0.4041..0 • 0salin. 0aglin. 0 Gabe End Vera ,(24 in x 2417.)170%'= Teal Ven&g@ 38'(6In_.)AOoro Eaves ' Ten:yam:ea A Eawe 700242'7. • 088.8 cR/41. TOTAL SOJIN.OF VENTING PROVIDED +RI950,8$ Lt Table 2: I Garage R0o1Venting ROOF VENTING CALCULATIONS RgdArea. , i 23J'54204x+3463134136; 238 441-74,Ven4ldionR14,11•.- [�.,.a =I,^ssY:443 g4Ln' 80% a36' 534349m ms 6008 E(max 00%) ... 0000 ._. .,.__.._... 20% a UN. 01.776 sRlin. -'. . - 22.e44 aaf 2r ;R22Jack6850 s4,� Each .. . 0S'aMad Camp Ridge Ven 6th sq.OnM. _._ 0000. 0 Meta Pod Ridge Van®29 sgAnOf- 000 0lee Root 1058V5016 S.56gfm 10 0 Lineall FldEae Vexing spM0t 00) rda. +000 par Dock 8 each bay] 41 lineal Fl dime Ve10vg 6 t.1358gfm. • 03)2. de. Naas perbbck 62C. be703 0 'GOdaue Scat Vent a 1004AML 0 ,Gable EM Vas i(12 M. 412 47) 4 7096 0 '0001 EM Vert _ ,(12 In x 244l)x 70% 0 Gable End Vent ;(10 N. x 24kh.)x 70% .._ G Gable x24 .) 8 100% 0 60141 End Ved i(24 YLD - 100s3.fn. •. 041117. - 08424). _., OsgPoI. • 67.65.agf. _ ... 0 .gln • 0 8gfn. 0spla. • 0sq./n. = Osgln Total v0,04.9038. imin.) AberCams .. - -Tsai Veming ® Eaves + 1008407. = 67.85 sena. TOTAL SOJOF VENTING PROVIDED . IN. -I�A8T:9RaslT RATED EAVE DETAIL SNEATOO 4)x1 MALIei nn SNe•Rwu eamaE CG•OSite eu,nwa'a''G'R''G'v 51..10« AT OGENSNATIV:Mm.. ,104204. In 5440, � TTFIUI SOL. TO TR, ON >PLCCION O C TO MTO TUN NANO Twrt WT. diTTOR POs® TRU. BEAT.. MD N LLMS Pai NClrexr44. KSEWE NOT TO SCALE • WHEN 0010E EAVE 15 CO STRUCTED BETYEB4 2' AND 5' FROM PROPERTY LEE • EAVE PROTECTION PER IRC 0902.1(9) RECEIVED MAY 08 2013 • COMMUNI i r DLVLLOPMLNT ROOF FRAMING PLAN SEE 60CRAL NOTES 60010. 1/4' • P -O' L/3oi9 NASH & ASSOCIATES ARCHITECTS 11644 NE 40th STREET • KIRKLAND, WA • 98033 •425-828.4117 www.nveh.>tcNum.rnm dravrn -ILK OFNacK0 1:0, 6.1.4 S1 -465T OF Al ORFBr200 HP CONDIRCTION IIRILLA 2929 741718ATE II. 9 CAR .11T. LAMPE.. ON rt. ...1.10.10 SMALL NAVE FALCEDEEE OYER ErCALED B1111,6,0,E GONtRACTOR SNAU. VDO, VIMPEK.S. coReincw, e FCRTAPEE TM' ,01., WORE PRIX.ELONS. 71E 0141EA HAT ea tranelea cer ANY VARIATION!, MOM 'tIE. MOE.* AIEVOR CONDITIGN9 teKEIN TIESE 04.1.0.9. ANY 34.4 VARIATIM 5.11 BC RESOMED BY ne ONIIER PRIOR TOW...5W. VOTN TIE KV.. OR TIE CONTRACTOR ,NALL ACCEPT Fill RESPONSABar, FOR 7,re C051 70 RELTIPY BAFE. UPPER TOP PL. UPPER WE f9J2 MAIN TOP PL. 6RADe MAIN SLO PLR.. R-44 FLAT C.EILIH55 SECTION A 5EE 60eRAL NOTES 1 5113. 9.11.13. • GUS. 3A'l4 f3t7fZ1.4 -*4 . . Irr 6.1,18 e PiAL.1-5 5GAL.E 1/4. • 1,0` --R-21 3 0 EXTERIOR 144.1.5 1145. • EXtERICC BATH MAIN 213' 0-30 INS. 0 FL0005 6ARASE 203' SECTION e SITE PROFILE BARAbE See Mena_ NO1(6 9006 1/4.' ox NMI ____E?25.11745 6RADE 15% SLOPE AT DRIVEWAY 204 5 RECEIVED MAY 08 2013 • t,I)IVIIVItliNt 1)17:VELLO1 MLNIT L/3 -.0 /9 F g! z 3 el0t8, 02-25-15 parrnit: -rovisione, brawn by. JLK bhbbkobi by, 6N Al C11- 2013 C.ONSTRULTICK 2424 Kr1OATE II, 9 GAS MITTEN mH.eel,.xa<a+ TKO vxN• SMALLMANYnasene+cx 0.12 4..:O1 «eOITIOIM, et,. PEATAIIOMS TO 1....K . tRe rt+a'<OOR Ter FRIAION I, TOP PLATO �" e I9 Q N Ji D 31 proJeat' 1 m R 1 3 m THE WYNGATE 11 j-' r STOCK PLAN 2:12Q r 4 BR, DEN, BONUS, S CAR z� ELEVATION A ) 2X STLOF,IEAR may, . .vvwTww . ON TR.PR.... wROOLVA CO :ox noRTO PRM<ONO raver s. ram: OR rn�c�ox:wcr� `.,L r«mr nu uEiPr MOT Tee eosr To uanMTH n ivcPt- SHEAR WALL 5GHE17ULE PER IBC 200,4 DATE: 5-31-11 rMEADER s '^R e OM �` eW (s) +4 VERTICALS >< HOR1Z. 0 • I.• 1...,.....H.7.--5> .i1. : � � r. h e r , :i {_-.- :k.---1--i' STOOD PLY...?oc g o AoeRs . `^-..TcsN' + A RATea. Td q. rv,,H, 2 �/a exN._ VTN>,n 140D To zotteeere ORS OR 80>0. ,ex cvt..•TL5 trt"017'4 Are Le i 2 9 R E ti GENERAL NOTES SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDO35. LOCATE HOLDOWNS A5 CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO 155 HOT DIPPED GALVANIZED. PLT 36- NAIL PER PLATS S EE FLOOR FLOOR -01$T PBZ PLAN .. 1 ,: SEAR HALL SCIEON.E. /� BOSOM � '> PER JOIST LIE TO 2x � rwLINS ERSE AR PI = ONE SIDE PLYWOOD P2 = TWO 51755 PLYWOOD ___._.__ 50,5011 A -95e JOISTS --•. ---. �I1�N i _a ffil t� 111 NALL ^.— i N 2x snv/51HAR HAw 7116" STRUCT. I NAIL SPACING ---- v_.._..__.._ BLKG. �._._._.__.�_ SILL PLATE __..—___._...__T_.__.___.. BASE PLATE HFR2 VALUE DF12 VALUE MARK PLYING,. EDGES FIELD REQ12. ANCHOR BOLTS NAILING (1f/LF) (4/LF) PI -6" 8d 6" 12" 2x4 5/8" * 48" (2) 16a 0 10 223 255 Imo'o.c etA T�� e ' Tri- y�44 y11 IL \H-1 4# 1 (-I'-I--coot. Tm•FL/ s. x r..e. "'>0>0>'>' ryFLANS v areM NALL . '''t32-4" PI -4' 8d 4" 12" 2x4 5/8" ® 32` (2} Ibd ®7" 325 395 PI -3" '" ed 3' 12" 3x4 5/8° 6 24" (2) Iba 6 5° 410 505 PER SEE SHEAR SCHEME. EXTERIOR SHEAR WALL TO JOISTS PI -2' •• 84 2" 12' 3x4 3/4" 0 24" (3) 16d m 3" 544 . 670 P2-6" •` 8d b' 12" 344 5/0" 0 24" (2) 160 0 5" 446 I 510 ' F1-� •" BO 4" 12' 3x4 3/4" 44 20" (3) 168 0 5" 650 190 xT p,bOMO - '32-3" Irt HIGH STEM WALL (STHIDI4) RESTRAINT PANEL "" 8d 3" 12" 3x4 3/4" 0 16" (4) 168 0 5" 836 1010 32-2" "° 8d 2"12"-_. -._,.____. _ 3x4_ J_ 3/4" 0 12.". ..__ .(4) 16d 0 4" -- 103/5 510 *NOTE: WALLS WITH UNIT SHEAR OF 3514/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (511/175 4 PLATES) ABUrTIN5 PANELS NOT LESS THAN 3X I -EMBERS (PER IBC 2009 TABLE 23063) OR DOUBLE 2x (PER IBG 2009 - SECTION 2306.1 footnote U. 3X FRAMING WILL BE NOTED ON PLAN. ••NOTE: FS12-3I12 VALUES HAVE BEEN ADJUSTED AGC.ORING TO IBC TABLE 25063 Footnote 0.13) SPECIFIC GRAVITY ADJUSTMENT FACTOR = 1I -(05-56)b 56 FOR HEM-F1R = .43 PER AF4 PA; tI-(05-.43)] = .'13 @PARALLEL SCALE• N.T.S. °LATERAL SCALE. N.T.S. R SIB- 2. SMJf EAR WAW KARS SEE 511,011F HALL 2% 5162 I. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 2. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 1/16" 055 OR PLYWOOD SHEATHING - USE 6(100K-104 OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL 0 12" O.G. TO ALL INTERMEDIATE 511225. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL 506E5, USE I-1/2" BO SHORT NAIL5 OR 3X 511225 WITH 108 COMMON NAILS, FOR 2' NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8a COMMON NAILS 0 10' O.G. AT INTERMEDIATE SUPPORTS, b" O.G. AT ALL PANEL EDGES AND 4" O.C. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL 5E CROSS BLOCKED AT 48' OG. 0 EDGES 34 (4) 104 NAILS FOR TrE FIRST BAY. 3' x 3' x V4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PL5/4 )OD'J16- FLLYX2 PLAN ST *ayNAILKS -PR j NA PLANS SEE SHEAR HALL 5GED1A_E ( BOTTOMPLATE THAL S RIM .DIST Pet SHEAR FLOOR FLOOR JOIST PL92 PLAN I 5"AtELAR�HAL BOROM PLATE RNLINS jFER To 2xRIM J015T �—NAILING Pet SEAR P , 11 HALL 5GI RIM --=_ oLIBLE °" g �� ( HALL 5G 35 ,—JOIST"' 1 2u RIM OR STAPLE SCHEDULE JOISTS 8 511 28 JOIST OR BEAM. PER PLAN. ie 10T. 41 BEAM PER PLA"' I 1 !2x STAP.�iHARR HALL; 7/46" 058 OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES E I 2% 511.1D/5KEAR HALL; I I6 gage STAPLES - DF R2 STUDS 6" o.c. - 155 u/Ft, 4" O.G. - 230 x/ Ft. 3" O.C. - 310 =1 ft. 2" oz. - 595 8/ It. 1 11a 16 gage STAPLES - HF +12 STUDS b" o.c. - 127 11/ft. 4" O.C. - 180 e/ Ft. 3" O.G. - 254 1f/ ft. 2" os. - 323 8/ ft. NAIL PER FLANS, SEE SHEAR HALL. scieruF. EXTERIOR SHEAR WALL TO JOISTS NAIL PER PLASS SEE SHEAR WALL SCHEVILE. CANTILEVERED) SHEAR WALL FIELD SPACING: i2" O.G. NAILS 4 STAPLES. 4,0500611,5 - INSTALL 5IMP50N HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HE .2 CONSTRUCTION GRADES A5 SHEAR WALL BOUNDARY ELEMENTS. HOLDOI'1N5 ARE ONLY REQUIRED WHERE SHOWN ON PLANS. ()EXTERIOR SCALE, N.T.S. @PERPENDICULAR SCALE. N.T.S. • TRUSSES OR RAFTERS PER RAN ROOF 5HTG - NAIL PER SHEAR WALL 11#; 9GECIA.E 8d 06"DO. ```1 164 2X BLKG. W/ 0 8' 0.0, 4 VENC' HOLES (RIP BLK'G) ei Ii !I ANG, OVERHANG ! FASCIA SHEATHING PER SHEAR SCHEDULE 1125 048' OG. 2X SND WALL 0 16' OG. OTYP. SHEARWALL TO ROOF CONNECTION SCALE, N.T.S. L/3-0) RECEIVED Q N Ji D 31 proJeat' 1 m R 1 3 m THE WYNGATE 11 j-' r STOCK PLAN 2:12Q r 4 BR, DEN, BONUS, S CAR z� ELEVATION A CURRENT 2919 HP ootent 111501. 111Y.VILLA 2221 HTIISATE IL 9 CAR RECEIVED Ononslona ca ab0.4.144, o� iwoo bre p•,.aezova.e a porta... porta.bO 4 v05 devarVars � _ aY Pbtb44 lrtm the W mot Nc,wm Wr trwfq. A'y to P:, Fes. nth 0.1111'•0u Lon`ry°"msw-"i`.•••• ROOFING MATERIAL WISH PER ELEVATION ON 1/16' OB'' SOLID COX 240 PLYWOOD SHEATHING, 6d 0 4200. EDGE Bd s 12' OC. FIELD (1116' OSB AGX PLYWD O EVES) MIN, 1544 IMDERLAYMENT NAIL 6' 8068, 12' FIELD WITH 6d NAILS, UNO. 24' CARDBOARD BAFFLE ALLOW FOR i' AIR SPACE MIN. EXTEND 12' ABOVE INSULATION. SOLID SVEATHIIY OR COX PLYYQ, 44 CRC EXPOSED TO YEATHER TOP PL. IX FASCIA 80. WY FETAL GUTTER 2X BIRD BLK'614/ 2'0 SCREENED VENT HOLES WITH I/4' CORROSION RESISTANT METAL MESH COVERING FIN. FLR. TOP PL, (2) 2x TOP PLATE, LAP CORNERS. OFFSET END JOINTS BY 46' Tle' 05B. OR PLY D. SSE -AT /41HG. NAIL 6' ED6E, 12' FIELD KM 0d NAILS UNLESS NOTED OTHERWISE 2x STUDS* 16' 0C. TYP. SIDING, SEE PLAN FOR TYPE 2412 BLOCKING BETWEEN RAFTERS PROVIDE 119' MIN, BEARING AT RAFTER ENDS 2x RAF TER SIZE 86 AGING I 4 PER PLAN 2x BLOGKIW, WN/ VENT HOLES, FROM ROOF SVEATHIN6 TO WALL TOP PLATE SIMF50N' Ht CLIP • RAFTER TO TOP PLATE TYP, RAFTER FRAMING 5416.5: 6.65, Z APPROVED TRI55ES BEARING MAJ FACIVRER5 SEAL. SEE ROOF FRAMING RAN FOR SPACING PER WSEG LIVING AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED FLOOR TRIS .E`i, 51Z6 AND SPACING PER PLAN • 2x BOTTOM PLATT FIN. FLR. 24 RIM JOIST 2x P.T. SILL 4.0 125. T16HTL1NE, POSITIVE DRAIN TO STORM SYSTEM FIN, GRADE TO SLOPE AWAY PROM BUILDING Ise 49' 816064 WALLBOARD, TYP. W/ PVA VAPOR BARRIER O HALLS AND 001418145 LIVING AREA . .. FIRE BLOCK Ail -T 0RTICA1 OPENINGS IN HALLS AT "PLATES AND 'FLOORS EX 10' ANCHOR BOLT P4/ 3'X3'X 0'•' RATE WASHERS • 4E' O4. NO LETS THAN 4.1. 4 N0 MORE THAN 12' FROM EA. END SILL CORNER JOINT, END, OPENING ETC. T' MIN, E7BED1-®4T INTO GONG. EXCEPT • SHEAR WAL-LS - SEE 54EM WALL NAILING SCHEDL0 E. 2,. PT. SIU, AElk s0 CONT. IN FOOTING CUT TAILS TO MATCH TRUSSES %'X I0' ANCHOR BOLT WI 3'10'X 9,' PLATE 449 0 48' o4. NO LESS THAN 41j' t NO MORE THAN 12' FROM EA EMD SILL CORNER, JOINT, 040, OPENING EIC. EMBEDMENT INTO CONY.. EXCEPT 0 SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 44 CON, 04002. TOP 444 STUB UP • 48' OC, W 910. HOCK EXTEND 14' MIN. INTO HALL 3' MIN. SEE FOUNDATION PLAN FOR FT6, / FON. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED 501L WALL GREATER THAN 4'-0' PER 6166 STD. FOUNDATION DETAIL avu P, N.T.S. 444' T46 PLYWOOD 51e -FLOOR (GLUED 4 NAILED) NAIL 6' EWE, 12' MELO IN/ 40d NAILS. 111 GRAWLSPAGE 45' MAX, UNBALANCED (TALLER WALLS PER PilN) 4'O PERF. FOOTIN6 DRAIN TILE IN/ CLOTH COVER 4 570,54 .LAR COVER AS REIN. BY SOIL CONDITIONS /heal: PLACaEir TQ2 DETAIL 67 ABOVE E ins U -t 2 PER IRC 6405.19 4 44409.16,3 24 SOLID BUDGKIN6 BRE, HALL ABOVE TYP. 2009 1'4980 RES1064TIAL 6 662CRIPTNE COMPLIANCE CHART KW. amanonnala. 31 25% 0.20 13-50 e. • FOR ALL DhELL(W'S BET6EEN 1500 SOFT AND 5000 5O FT, I CREDIT 15 REQUIRED FROM TABLE 0-1. OPTION la HILL BE USED FOR THIS OhELLiNG 656 FIRED NAGE NCY WAG, EQUIPMENT) 1) AFIE OF 42% • HEATING DUCTS ARE NOT 64.OWEO TO D15P_ACE REWIRED INSULATION WITHIN THE EXTERIOR HALL5. FLOORS, AND CEILINGS • DUCTS SHALL 0E LEAK TESTED IN ACCORDANCE WITH 85-33, USING THE MAXIM11.1 DWT LEAKAGE RATES SPECIFIED IN SECTION 503.103 4 ON SITE PRIOR TO FINAL BUILDING APPROVAL • A 6440LE HOUSE AIR LEAKAGE TEST IS REQUIRED • A 44 0LE HOUSE VENTILATION SYSTEM IS 560630ED • ALL EXTERIOR LIGHTING FIXTURES MST BE HIGH EFFICENGY FIXTURES • A MINIMUM % OF ALL INTERIOR LIGHTING PXTURES MUST BE 411644 616106NGY FIX0LRE5 • DOOR BLOWER TESTING/ (5024.5) TO BE ON SITE PRIOR TO FINAL APPROVAL • PROGRAMMABLE THERMOSTAT 0.E 111RED HANDRAIL GRIP 14' - 2' 0 PROJECTION FROM HALL NO LESS THAN 1190 OPEN RAIL, OPEN SPACE BETWEEN PICKETS SHALL. ee LESS THAN 4' CLEAR 2X4 STOP 2-2X HEADER FLOOR JOIST m FIREBLOCK STAIRS, ONCE IN TOP 44 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RLN BET3C-EN STUDS 1)56040 SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8' TYPE ')1'&/'&0J14'42 LAYERS AT STAIR GEEING) INSULATE PER WSEG FLOOR JOISTS, SIZE AND SPACING PER PLAN SEE FOUNDATION RAN-' FOR 0EAM SIZE 4 POST 512E / SPACING 400 FELT 6 MIL. POLY VAPOR BARRIER `2x4 GU5•61 EA. 5100 Z 51MPSO N. H8AM10 POST To GONG. ALL RBNFORGEENT MST 02 TIED IN PLACE FOR P01NDAT105 INSPEGITON SEE FOUNDATION! PLAN FOR FTG. / FO4. SIZE • ALL FOOTINGS TO BEAR ON FIRM IRD5TUR6FD SOIL 1 I PROVIDE DRAIN AT LOW POINT OF CRAWL SPACE 10 N r 0 3-2x12 STRINGERSQ 114Q Z 2X46104' NS (FIRESTOP) 19 FIREBLOGKS 40 STAIR DETAIL - TYPICAL 941At5,-NTS. +GARAGE / LIVING SEPARATION TYPE 'X' 6YPSUM HALL BOARD AT CEILING / WALL GARAGE 4' GONG SLAB ON 4 FiRA 2*0 ii-fre it':'eW ttio%g.4' SEE FOUNDATION PLAN FOR PAD SIZE ALL F00'11N65 TO BEAR ON FIRM UNDISTURBED SOIL L D5TJ4!, 142 ABOVE Pmt STAIR NOTES: RISER HEIGHT = 7-5/4" MAX. TREAD DEPTH = 10" MIN. 8ED TYPICAL WALL SECTIONS SCALE, 14.15. MAW W PLADRCiT PG/[ VrTAL 02 ABOVE NASH 9 ARCHITECTS GENERAL NOTES: 1. 611 co,Hrvotton per cppikablo codes ono ard0o0506. 2009 IRC, IBC, 2. Verify all Liman:nom an fob site. erg diueparbs to the attention 01 0,.,a' av1/or DesIgnoo 3. verifyONo06 H111 r+41006-4 al c4100s ond aehv0Uon. aturer(s) with tremor bet orb start. 4. One HIM6+ per bedroom shall meet egress code. 5. 544119/1 glazing pa' 2009 MBG. 6. Tr1456 manufacturer 46011 wppiy 51op d... , to 0511. and frond 10 710110 r and 9pp'Ow" 0010,0 Conncotlan. 1, Ovmsr 11111 vortfy el0ctrk0l 091 hoot. Inn/v19 with ketaller beide 6610110489, 6. Oyler 011 pa'ol.l bearing 00115, use, doable Joints or 00 noted On pion. Dab. Joint (or extr0 TJi) urNer an non- bearing paroIlol Halls. 9. TJI p710441 s 10 bo Wstalied per monvIo 40re+'s 01101104100 guwe ad approved reports. 10.011 matnl conectbne t0 treated 0000 shall bed o 44414 , U le zinc ZMAX (6185 per AST,, 6653): Not Dp 01111(A5TM13 fa- 10mecl0'l od A-511-1133 far .0A, 11.611 b0Ur0an fo,5, kitchen hood, ad 6'yor bids 01011 on 011asted through tin attic to the roof or Odour the floor system to on o,Hads Halt. Ali Hoii bats 60011 ter.Mte at least 96' from o window open4g. CLIMATIC AND &EOSRAPHIC DESIGN CRITERIA: TERMITE. DECAY, WINTER DESIGN 1001, IGESNIELD REWIRED, FLOOD IVSAx'D5, AIR FREEZING INDEX, MEAN ANNJAL TEMP, DESIGN DATA: SLIGHT TO MODERATE SLIGHT TO MODERATE IT' NO 2003 1942 FIRM 250 50 ROOF WAD5, LL 2545F (SNOW) DL 15445F TOTAL 4041/SF FLOOR LOADS, LL 404/5. DL 10445F TOTAL 5044/5*' DECK LOADS, LL 6044571 DL 10445E TOTAL 10445E SOIL . 1500 05F CONCRETE, 2500 PSI AFTER 26 DAYS (545 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, 600.4) 5, bite, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-1% (TABLE 4022 IRC) MASONRY , PER 2009 IBC STEEL • PER 2001 4P' (GRADE 401 HOOD , PER 2009 i NAILIN6 . PER 200•1124 NAILING PER TABLE 860230), 44802.10 WIND, 85 MPH SEISMIC. ZONE - DI V = 500 desk51 colcu.U0*0011111 HEAT/16.46 POTENTIAL. MODERATE EFF,, 45 PSF 4' BEAM, DOUGLAS FIR *2 11 = 180 b= 900 PSI E = 11200P00 DOUGLAS FIR 42 Wb615 . PSI E = 43100,000 4' POST, DOUGLAS FIR 442 0411. 1350 P51 E = 1,600000 6' 605T, DOUGLAS FIR 02 011 . 100 PSI Er1000000 JOISTS 4 RAFTERS HEM FIR 442 STUDS, Iv - 150 b= 850 P51 E = 1.300/002 614 -LAM BEAMS. Iv = 240 psi ro = 2� psie.ed by size E : 1000000 psi NOTE, VARIATIONS FROM THE ABOVE 110EER &RAPES WILL BE NOTED ON THE PLANS. I, SU3PLOOR, T46 PLYWOOD OR OSB APA RATED 5T1RD-1-FLOOR K2 OL„ 914' WALL 4 ROOF SEATNING, APA RATED SVEATIN6 24/16 1/16' 4/3-0/9 /--- NASH & ASSOCIATES ARCHITECTS 11644 NE 80dh STREET . KIRKI.AND, WA . 98033. x25.8284117 vaa.a.harzhitan.com TYPICAL WALL SECTION 8 GENERAL NOTES IRC 2OO4I dale, 00104-2010 permit: 9•4410 by' NRA O. IN: SHEET GI