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Home My WebLink AboutPermit D04-023 - CASCADE GLEN - LOT 16 NEW SINGLE FAMILY RESIDENCECASCADE GLEN, LOT 16 3829 S 132 PL D04 -023 • • Z W _t U: U O• N0. • N W. W =; J WO J. 1 I-O Z ►- Ci W W' I U O, 111 Z N O h. City of Tukwila revs Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 1422600160 Permit Number: D04-023 Address: 3829 S 132 PL TUKW Issue Date: 02/27/2004 Suite No: Permit Expires On: 08125/2004 Tenant: Name: CASCADE GLEN - LOT 16 Address: 3829 S 132 PL, TUKWILA WA i i Owner: Name: DREAMCATCHER HOMES LLC Phone: Address: 13407 51 AV W, EDMONDS WA Contact Person: I . Name: 3AY KEIROUZ Phone: 206 300 -6874 1 Address: 13407 51 AV W, EDMONDS WA Contractor: Name: 3 A K DEV & CONST CORP Phone: 206 - 300 -6874 Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Expiration Date: 09 /04/2004 i DESCRIPTION OF WORK: CONSTRUCTION OF A NEW NEW 2430 SF SINGLE FAMILY RESIDENCE WITH 470 SF ATTACHED GARAGE AND 105 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND DRAINAGE FOR ROCKERIES. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $237,145.80 Fees Collected: $3,341.31 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 200 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N .. D0. 00 wsw.v.w.w•'. �' K.e' 1 '.N.u� fAT9d7K'Ijbt6t7.M71h7" Z �Z w a 2 J0 00 N CO W J = H NLL W 0. L �D = C! �w Z Z o.. LU U� off W w. HU LL — O Cd Z U =. O Z i ,R �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** z oW J U 0 0. U U: w= J CO LL. tit O. J CO D' = a: � w T I— L . C O � H W W: H U� u- O' — Z. 111 U CO) H= O ~ �g City o f Tukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 Permit Center Authorized Signature Date: DoZ �,� -71 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construct', or the perform of work. I am authorized to sign and obtain this development permit. Signature. Date: a L Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. i doc: Devperm D04 -023 Printed: 02 -27 -2004 0 z Z �D U 00 W =, CO LL . W O: LL �. �D z d. w ` Z H- O. Z 11- w w U0 O N: 0 H W LU, H LL 0 .. Z W Ot O ~ Z AA Cit y of Tukwila r9os Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1422600160 Address: 3829 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 16 Permit Number: Status: Applied Date: Issue Date: D04 -023 ISSUED 01/21/2004 02/27/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. r 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 14: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 15: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions D04 -023 Printed: 02 -27 -2004 z z �w 2 �0 0 U) o CO LLJ J = N LL w 0 LL Q U) D = a F. w Z = H WO w U� ON 0 iH ww H �0 .. z W U =. O z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 18: Any material spilled onto any street shall be cleaned up immediately. j 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 20: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 21: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 22: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 25: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 26: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations. 27: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 28: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws reaulatinq construction or the performance of work. Signature Date: - -2 /z2 f oL( doc: Conditions D04 -023 Printed: 02 -27 -2004 Z �Z �w Q 2 JU 00 N U) LLI J = CO U_ w g U_a c o D = �. w z ir- Z o U� ON o11-- wW �- O •• Z U= O F- Z ']' •' • • (% r � '� •. • . • •.. • + e�Ll ',, ui61 '.• �y�:Shcifr'' � B:Fi]R Eilihitib+iMNL[ ' ' b S 1' :YiJ�6 i!s`�" �.:.L. a. r �; c ;;n�'� +:�'..'�k�.;w.¢GS's7Jg,, eKMsC.ry v ' � .. b�.i*i.+Fd++it r ILA � 1809 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Name: �� +✓ l' c` Day Telephone: Company Name: L> l 1 C_ Mailing Address: ICE> - 04, t`'k � City State Zip Contact Person: ^ t' Day Telephone: -:g as C, 4_;�7 E -Mail Address: Fax Number: Contractor Registration Number: 6> — 0 S Expiration Date: L., * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: taoolieations \hermit anniiudnn n.anml CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 Z Z �W �U 0 Co o to W J = CO L WO LL Q U :3 = �W Z� I— O Z F_ W W U� ON o�_ W H� Z U= Z Mailing Address: S Kt City State Zip E -Mail Address: Fax Number: nI- 2 Z I King Co Assessor's Tax No.: 14t Z2 604 — 1 Site Address: Z , - LtN C t= Suite Number: Floor: Tenant Name: (.- C`) �o C' c-S � r Ci L EF7 New Tenant: E] .... Yes [:] ..No Property Owners Name: �`tZt fit~ C i C�I'��'`2 t -S u— --- t-. Mailing Address: 4in `7 J�1 s t c c� ht -0 � S 8 a Z City State Zip Name: �� +✓ l' c` Day Telephone: Company Name: L> l 1 C_ Mailing Address: ICE> - 04, t`'k � City State Zip Contact Person: ^ t' Day Telephone: -:g as C, 4_;�7 E -Mail Address: Fax Number: Contractor Registration Number: 6> — 0 S Expiration Date: L., * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: taoolieations \hermit anniiudnn n.anml CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 Z Z �W �U 0 Co o to W J = CO L WO LL Q U :3 = �W Z� I— O Z F_ W W U� ON o�_ W H� Z U= Z Mailing Address: S Kt City State Zip E -Mail Address: Fax Number: nI- 2 Z I Valuation of Project (contractor's bid price): S O . 60-c:> Existing Building Valuation: $ .Sc ope,of Work (please provide detailed information): t JJ Imo— � ! L-•-'Y Will there be new rack storage? (] .. Yes ❑ .. No If "yes ", see Handout No. for requirements. •Ynt 5'� .,J! f,� '� � �f!%Ji l'��V, "1�Z!I z r ��, �. t >�.. x,, F 1 , � nSL '� .1.. �' ''t,,, 'N � S ?, .f 1b :fir,% %1:,,Trj: rx"y `, it � 5 AF .1 tY .,x1h ; ,:,, r F -�, y f ,4f.: '!�F �iC t. �E , ��. � e_gf.., � , �,. Y p_, ,„V': h. r r�, �1� � Type of� 'IJ �,�, r4 , Y ', iv..i 1 I. �J: �..,tik,:� .! �� . y, 'k? ti�' 1^ ! t ' G e ,4 •'ti4i, � �r��w . �., �ti !2 tbt .Jr,,.✓ �4, +Y1> !�, �y.� �Jy;.. � r ��,.� ,� , , , , , f }� i. " �.1 7 J i .��, , -t� ek ° ,A,d�ilioi►;to,: ,.4 } F :!i. yt t S`), /, ?��I "` C . t,n �� , ; � ��F '�y4 Y T h`�i t .h `. ,� ., x �f: .'5.;.F.) 4' �..i! �'; +•;:'+<'Yi..�:" ��tOccu t; y �.�;: . ti .� . , n x". k '{ir j ' l t y •' �, f r r��M � 'i �.� Y � •, � rY `� y : ;•' ;:'k.,.r.� tl ' t f °L4 ;,.��. nferio�t� T } i ,�.�3 • {' P - V�_ ISlul �'1, 4 ' t `i;.. �� :,1;'..:: ^,, y' „ t;• r . �;..Cortstruction�,r;.�� Y H .� r ^.I r'�� r .wti anc ,1 erg },,; t� ^;"tJ. wr':: r �It Eti °r�'.'r h c Retttodel �': N'.'c. .r -`•Y 'r rr t '4 r� er C , t • j �•. 2 Flabr ✓� i � lylr �" - 7 c 1 � F Basement Accesory,5tycturc"R ' v; Attached Garage r ) , 70 �1 Detached Garage . . ....... t w , ;�AttachedC 6rtkn��5��?� ' , : Detrched Caarts: Nv Covered DeckF C ; } � � r� Uncovered PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _1__L_� *For as Accessory dwelling, provide the following: Lot Area (sq ft): 7// v Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? E] ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: (]..Sprinklers ❑..Automatic Fire Alarm ❑..None E]. Other (specify) ' i — �l Will there be storage or use of flammable, combustible or hazardous materials in the building? n .. Yes E] .. No If "yes ", attach list of materials and storage locations on a separate S -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. lappliations�wmit application (3.2003) 3/2003 Page 2 i' t. ii I' i, i i i 1 I Z Z �W Q 2 JU UO c C3 C0 W J= F- NU_ WO 2 9 Q LL N� Z l— W Z H- I— O W 5 U� N a H WW L — O LU Z U CT H 1:— Z Call before you Dig: 1 -800- 424 -5555 f ir ;r� �':.'7+e:.;i5•�.rJi };��i� •�, . - - •�r; � :.� " ";ti - . �r:y1} :.�+�,,� •,�;� �� {� yr �d' �, rYr .k',��,;k t't x,,Ple��e.r�>iel��a �'utilit~�;Workg:Bullettn #1 for f�es��ainc� esttimate sheet. �< r�:�� kr �,� r. Jib•. .t . c .� � .. ,k.�. - .. �. ' . �u. p., K a: � � 'b't.T•' Water District []...Tukwila, .. Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District []...Tukwila ValVue ❑ .. Renton ❑ ...Seattle . ❑ ...Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ... Septic System- For onsite septic system, provide 2 copies of a current septic design approval by King County Department. Submitted with ARplication mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ❑ ... Hold Harmless Pronosed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use —Potential Disturbance Nff..Consttuction/Excavation/Fill - Right -of -way Non Right -of -way '..Total Cut 2OO ' cubic yards Total Fill 100 cubic yards ❑ Work in Flood Zone Storm Drainage ❑.,:Sanitary Side Sewer ❑ .. Abandon Septic Tank [ or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " .. Grease Interceptor ❑ .. Channelization .. Trench Excavation .. Utility Undergrounding ❑...Permanent Water Meter Size.:. WO# ❑...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑...Deduct Water Meter Size........ " ❑... Sewer Main Extension ............ Public Private ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \applie&donslpumit appliudon (3 -2003) 3/2003 Page 3 Z �Z `~ W tQY � JU U to 0 co LU J� N LL W O s• LL Q CO) = CJ f_ W Z= t-- I— O tZ H W U0 O �. 0 h- WW H H LL O W U CO F= 2: O Z ,3YFv ua rr via 1pivabu P uetaimu [ ( i ! 1 i f 7:� via :n? - •�C.:',t.:. ;Ylt'i'ir = "�Yr Sri' :})k,': iA: ' *.a >'''�•:�'::� + {- ••::�.R�4. %'i y:,j ^.. k A ':P ICA'�'I' OT lcaUY . o-a :,r:_ „�.w;w,•: :, . ;;,�;, r�.: F � " P b UPI N ES _ e t.... 14- 'e nn is in;>tbis. a�{ 1><cat o ff ..._. Y.•�. � .. ..... ... ... ...._._ ._.. .. t.._ ..... rl •x P1p. .� .. -. .. p � , �{1f1. 1< :LL'`� .J: rt• 1...':. • :�..,.ei.b.3.i:'.�12,�r_�R.,.Y �Sc ......_.. a Date Application Expires: MECHANICAL CONTRACTOR INFORMATION Company Name: 3_ A L Mailing Address: S }1 City State Zip Contact Person: Day Telephone: �✓ c» E -Mail Address: Fax Number: Contractor Registration Number: 74 LO `, N Expiration Date: vyL.t **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issue* ** Valuation of Project (contractor's bid price): $ G} Scope of Work (please provide detailed information): Use: Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric ..... ❑ Gas .... (y Other: 0 -3 HP /100,000 BTU Indicate type of mechanical work being installed and the quantity below: :.ty .'Q , :;Un�t:Type. Qty`_ U nttTYPe. ''� ; QtY' $oiler /Comp ressor: Furnace <100K BTU I Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evnporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan A 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDI Signatu Print Name: J J&C, 12m J 2 Mailing Address: Date. i � `Z 1 �� 1-4 Day Telephone: ( -00 6) 3 o-d Li- .. state Zip Date Applicatio ccepted: /2 00 Staff Initials: i I I f I i Z =Z �W QQ JU 00 W = CO LL w LL Q cf) _CY �w z M t-- HO Z H W ,1 tL U� O� o�_ W 11J HF_ ti O ll1 Z U= O Z ^f5 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PR03ECT NAME CAG cof-,'� G' PERMIT # ' 04� a23 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer ! $250(1) $ 14 (4) 5. GRADING' Plan Review and Permit Fees $ 3 (5) Enter total excavation volume Zvn cubic yards Enter total fill volume (cam cubic yards Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL,�LAN REVIEW FEE (B +C +D) QUANTITY RATE IN CUBIC YARDS IS�o PE Free 51 -100 $23.50 Sewer ! $250(1) $ 14 (4) 5. GRADING' Plan Review and Permit Fees $ 3 (5) Enter total excavation volume Zvn cubic yards Enter total fill volume (cam cubic yards Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL,�LAN REVIEW FEE (B +C +D) QUANTITY RATE IN CUBIC YARDS Up to 50 CY PE Free 51 -100 $23.50 101-1 $37.00 1001 -10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Use the following table to estimate the grading application fee. Use the greater of a�r��Fo the excavation and fill volumes. Kw'7, N 2 1 2004 RMITC TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ Z The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 ]:)0q 0P0Z3 z �z �w D UO U J = S2 LL wo J LL? a =w t- _ z z� w Do U O N o�_ w U . ..z w CO z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees . 6. Permit Issuance /Inspection Fee (B +C +D): -; �� $.'.•� (6) 7. Pavement Mitigation Fee $ �� (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 113 to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% 10.00 15-10(75%) 7.50 10-7(50%) 5.00 7-5(33%) 3.30 5-2(25%) 2.50 2-1(10%) 1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item s. UANTITY in CY RATE 50. or less $23.50 5 1 --100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1;001 - 10,000 $194.50 for 1' 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 -- 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised 03 8.03 Revised 03. ( z w o � JU 0 0. Ci) w= J � Cf) w O U- Q. S2 D _CY �-w z H O z i` Do U O N w - O LLi z co) o� z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. z rr w . U. UO. J H 52 U , w O �a J' U- ? � zF �O z �-: w �o O 3 3: LL —O 111 z: U CO) O z.. . wk %M w i� C ity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1422600160 Address: 3829 S 132 PL TUIKW Suite No: Applicant: CASCADE GLEN - LOT 16 Permit Number: Status: Applied Date: Issue Date: D04 -023 APPROVED 01/21/2004 Receipt No.: R04 -00242 Initials: LAW User ID: 1630 Payment Amount: 1 Payment Date: 02/27/2004 05:02 PM Balance: $0.00 Payee: DREAMCATCHER HOMES LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2346 1,865.55 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,766.55 PW LAND ALT PERMIT FEE 000/342.400 54.50 PW PERMIT /INSPECTION FEE 000/342.400 40.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1 IV i i ,. uio m!02 9716 TOTAL 4 . t1. y doc: Receipt Printed: 02 -27 -2004 z Z W U O, C0 0 CO) J H N V„ W O, LL co) d H W . z �o z W 2o O �. D F- W LLJ'. IX F- �. U-O 111 Z U =' O 1—; Z �g Cit y of Tukwila r9o8 j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600160 Address: 3829 S 132 PL TUKW Suite No: Applicant: CASCADE GLEN - LOT 16 RECEIPT Permit Number D04 -023 Status: PENDING Applied Date: 01/21/2004 Issue Date: i Receipt No.: R04 -00058 i Initials: SKS User ID: 1165 Payment Amount: 1 Payment Date: 01/21/2004 03:00 PM Balance: $1,865.55 Payee: DREAMCATCHER HOMES, LLC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 2320 1,475.76 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,148.26 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.50 PW PLAN REVIEW 000/345.830 40.00 i Total: 1,475.76 6729 01/2:.' 971.0 TOTAL 1475.76 doc: Receipt Printed: 01 -21 -2004 z Z" JU 00. M 93 'w= NLL w� J LL � �W z� E- 0 w ~ �o 'o f W w . LL 111 Z H =� O F- z. INSPECTION RECORD --� Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 9)431-3670 Pro'ect: �+ 2 Q Type of Inspection: Address: L32 Date Called: ° -3 - cam Special Instructions: Date Wanted: a.m. P.m. Requester: G� Phone No: Approved per applicable codes. Corrections required prior to approval. Z z4 S_ W W� J U UO N .NW i F-- NU- w O J LL U) H= Z F.- z o UJ V D O C3 l— WW LL �. LLI Z INSPECTION RECORD Retain a copy with permit INSPEcTiON NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20) 1 -3670 Pr 'ect: Type Inspection: C. ' Addr s: Date Called: 5€ K9 s . I S z P 7 z q - (9y Special Instructions: Date Wanted: a. -D cp'rnt. Requester: Pr Phone No: Approved per applicable codes. Corrections required prior to approval. C T A OJ-11 I e � °c^ t , f Receipt No.: Date: z -W JU UO CO . J LU N LL W O LL N Z (3 W Z H. F— O z H- 5 U� O N H W tL U- O .. z W co O ~- z �i INSPECTION RECORD a Retain a copy with permit INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / Type of Inspection: Address: n S - X3,2 f t Date Called: ? - 2q- ®y Special Instructions: Date Wanted: G _ Z. O p.m. Requester: Phone No: .106 - zo - r Approved per applicable codes. Corrections required prior to approval. COMMENTS: No.. IY Z �Z W _3 UO to O W = D LL W O J: N = �W Z = I— w o 5 U� O N o ff W U_ W — O W Z U N O Z INSPECTION RECORD ♦' Retain a copy with permit INSPECTION NO. W(2 CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 670 Pr ject: Type of Inspection: I �--- Address: 3 S -)-g C. . 132 Date Called: -?- .So -0 Special Instructions: Date Wa}oed: a.m. V — Z —d" p.m. Requester• Phone No: o L Approved per applicable codes. ❑ Corrections required prior to approval. i i Z �Z W UO NC3 J = ir- N LL W � QQ LL Q 10 W o. Z F— UJI 5' U� N (3 H W W. U LL: ~O — Z UCO) 1-- H O Z r INSPECTION RECORD 1 Retain a copy with permit INSPECrION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: >j 1 Z �Z W W D UO moo. J H S2 U. WO }} J UQ co) 2 d: �W F- O ZH W 2 �. U O N � H. W W Z u l LL W Z U =. OH. Z Type o section: �� rSpe7m ate Ca le 7/30/o Uate Wanted: M. Lo P.M. Requester: Pho 7 u A 3 00 _ 7 1 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: >j 1 Z �Z W W D UO moo. J H S2 U. WO }} J UQ co) 2 d: �W F- O ZH W 2 �. U O N � H. W W Z u l LL W Z U =. OH. Z INSPECTION RECORD / ! 1 ' Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Pr c : CA - ILL Type of InspectiorV. Approved per applicable codes. Corrections required prior to approval. COMMENTS: , Acl ess: ISPEcial Date Called: .2 a Instruc ions: � Ivey Date Wanted: a.m. Requester: Phone No v Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 eo `1 Pi r o �-� � Ivey a i /v41 1 4 .ws -0h i y I Spec t uate: i 700 REINSPECTION FEE �EQUIRED rior to inspectio fee ust be paid at 6300 Southcenter B ., Suite 00. all to schedule reinspection. keipt No.: Date: �..v� •S. i, na:::.:. jd. :` r'.' i, Yr!...►'.:. �: c' h.:`.:..• U:.. �.'.: e:% d: c: J. t,. �+ w.,... 5:.`. a.• i,.>.: 1' a, w:. 4,..i::_:J�i�ur:�:.::..T�,i.':m '7...t;Lt�.a..a nr.�.'v:.::..:.a.. .. .... .... 'r Z Z �QQ LU JU UO Cj) (3 CO) LLJ LLI X N LL. w O. LL co )_ = d . �W Z Z �- W �p 0 H. WW H LL O .Z P _ O F- z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: ZCZAIC aL Type of Inspection: Jt.� Address: I Date Called: 4 y Y Special Inst uctions: L-67 /6 Date Wanted: 3,, a.m. W p.m. Requeste i A,,,, Phone No: a Approved per applicable codes. O Corrections required prior to approval. A f Inspector: Date: -7L r) j $47.00 REINSPtCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Lk- l 0 Z Z 30 00 CO 0 H ' LU S2 LL W 0. �j to :3 = W Z �. H 0. Z H. �p U o WW 1-- . LL. 0 . Z' L1J CO 0 Z INSPECTION RECORD a Retain a copy with permit INSPECTION N0. PER N PT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Pr ' ct: Type pf Insp per applicable codes. Corrections required prior to approval. COMMENTS: d 07th OAl $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call, to schedule reinspection. Z F= *— W JU 0 CO w= LL W O LL d. = W H Z� H O Z H UJI 5 U O N. .0 F-. W U1 LL —O tll Z U= O ~. Z f A ss' IS pecial r Date Called: instructions: Date Wanted: a.m. Lq p.m. - Requester Phone No: '_ 73 D— per applicable codes. Corrections required prior to approval. COMMENTS: d 07th OAl $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call, to schedule reinspection. Z F= *— W JU 0 CO w= LL W O LL d. = W H Z� H O Z H UJI 5 U O N. .0 F-. W U1 LL —O tll Z U= O ~. Z '+ INSPECTION RECORD Retain a copy'with permit 2) O Da 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: ?u 9 § Date Called: Special Instructions: Date Wanted: / m. P Requester: C (- Phone No: a Approved per applicable codes. Corrections required prior to approval. I r i r i 4 i , Inspector: ' Date: K S 2"G 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must iid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectii Receipt No.: Date: Z S Z '~ W �QQ � JU UO Co J H S2 U. WO LL co =W Z I— z° �5 U� O ay W W. F IL ll! Z U= O ~. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER j61-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 i; Pr ct: �. c C� C� f � � Type f Ins ection: i �t V, (A F lu. Address: Date Called: Sp6cial Thstructions: Date wanted: a.m. p.m. Requester: Phone No: ("Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s t Z ��.. � W W� -3 U U O LO C1. W= J �.. N W WO J U- CO) W. Z0 �5 U 0, O N, 0 F- =V LL Z Z 0 INSPECTION RECORD 'OOLI -O,) 3 Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 )4 -3670 Project ( 1 Cj C 1f tev� Type Inspection Tpt r �G to Address: [S Date Called: nstructIons: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 1 Inspecto : Date: s l L! UL Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 I 1 1 i t I + I Z Z. UO 0 LU J LL WO J LL Q N� = CY �W l'- O. ZH W Ljj U� O N o H W W H U' LL O Z lil U= O ~� Z INSPECTION RECORD � ; Retain a copy with permit INSPECTION NO. QPEN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I P 10 Type of inspection: Aja . Addres : —� Date Called: Special Instr ctions: Date Wante ' �N a Requester: )14 ZA Phortie.jV� Approved per applicable codes. Corrections required prior to approval. COMMENTS: s 1 0- ) 4'J" Inspector Date: S`�- ` 1- 1 Receipt No.: 7 ate: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I i Y 0 Z H .� W 2. W D UO c CO W =. J N LL W O, LL J C _. = Z F- H O w ~ W �p O � O H. W Uj ~ I LL W U= ~O }' Z C INSPECTION RECORD f I Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j ct Type of nspection: 1. Ad ess: t& • � �5 �) P). Date Called: 5/2 //0 Special instructions: (J� Date Wanted: rri o �p.m. Requester: N j`v t I Phone No: , b f I S t I Approved per applicable codes. Corrections required prior to approval. 1 i i i Inspector C Date: $47.00 REINSPECfION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �,� ,:u..�.... i......�.zS.... �. n ^: S:rt:'.•.r :�.. n''.. :'o:;�......;yyvJ i» &:ts tei ^.,ib� }.. a *._�,a c�,V„wr�l•n.r.• ...,. _ .� .. . .■ Z IF" J U UO N O W= �L W O. J u_ a CO :3 �W �_ !— O W ~ W U� O N o�- W LL . _Z �. L11 U =, O Z e_ fY q INSPECTION RECORD f � i Retain a copy with permit INSPECTION NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4, Pr ct: lb Type of Inspection: Ad 4 Date Calte Special Instructions: Date Wanted: Requester: Al' P e 0 .� ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: P __ Q `l J Y. P -P - 1 v k` F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630 Southcenter Blvd., Suite 100. Cal to schedule reinspection, 4 Z QQ SZ W. J U U CO o' I J 1— D LL W O L L = d. �W Z� ZO 2 U �. O N O H� W T W. i u_ Z 111 O� Z —INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr ct• Gilk Type of Inspe io n: /V A r s * C Date Called: I S� 1770q Special n tructions: Date Wanted: Requester: Phone No: — 73D q 0pr 'oved per applicable codes. Corrections required prior to approval. 4. Z W. U. 00 Cj) Ljj -J S2 LL� LLJ 0 U. co) a W Z O ff; �-; W W 5 0 0 W W U. Z: c f) : Z .......... INSPECTION RECORD 1 f Retain a copy with permit Fp � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 F ,. t<: Pr 'ect: ,� �� (( lU t P ^ Type of Inspection: i1 �G►r ( � W Q Address: .3 9 �° S I Date Called: 5 -19- 0 4- 1 Special Instructions: Date Wanted: 5 — a.m. _ m. Requester: Phone No: Inspector . � Date: S 010 Receipt No.: Date: $47.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z W ' W � U0 CO) = �LL W O. LL d in 1 0 , H =. ?H F- O z f- �p U O N C) H- 3: i� ~ O' : lil Z U C0 O z INSP15CTION RECORD ` � Recain a copy with permit ' INSPECTION NO. - PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Poet: Typ f Insp ctio Address: )? A!9 a. I SMcial / ' Date Call d: q ( (0 loq Approved per applicable codes. Inst ctions: Corrections required prior to approval. e-- . Poet: Typ f Insp ctio Address: )? A!9 a. I SMcial / ' Date Call d: q ( (0 loq Inst ctions: Date Wanted: LA n V (I jq e-- . Requester: Phone No: � Inspector: Date: 1 -1 -'"�_v j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f Z I�: W 0 CO a W= M u_ W O. U. N w ry�y . V �W Z� H O Z F- III � W . Cl) ,0 H W W: H H U - 1-- (Li H O Z N INSPECTION RECORD Retain a copy with permit ' INSPECTION NO. PER O S,�Q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr c co Type of I�n�spec�jon: 12- Ad a s: Date alled: q /(P /0 Special Instructions: Date Wanted: Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. 'r Inspect Date: Ll i U i Rec 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioi ipt No.: Date: 0 Z Z UJ JU UO W CO) u_ WO r r 9—J. LL H W Z H E O W l!— W U� N 0 I— WW LL Z LlJ U CO) O F.. Z I INSPECTION RECORD Retain a copy with permit I - INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 i tS�Approvecl per applicable codes. Corrections required prior to approval. COMMENTS: i .i Project: Z a 7 4- Type of Inspection: Address: Date Called: / Special Instructions: Date Wanted: a.m. 3 / 7 - a `/ `is.m. Requester: Phone No: Z Z' JU 00 � 0 W J � U. WO LL J N CY = W ? f- Z� �5 �o O F— Liu w U. —O Z UN O ~ ` z I INSPECTION RECORD (� Retain a copy with permit %' R3 INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 P ject: L (AacAau G(61 .. 7 Typ f inspection (� _ ) A��s�: � Date Called: 3 o Special In tructions: / 5 , 4- V Date Wanted: ZIL p.m. Requester: V hg e No: r Approved per applicable codes. O Corrections required prior to approval. I CO ENTS: i i f i i i - i i , ,x f 4, � I i. Inspector: Dater �, ..- E $47.00 NSPECTION FVvd.., QUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z �W UO 0 UJ I- CO) LL WO �_j LL N = W I.- _ Z H W O. � p. U O �, 0 F- W W. H LL O W Z co Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 PrType V o*ect* �m&c (�OL67U of Inspection: U,v &-Z Address: Z s 1 G [Special Date Called: � — — 17 —0 Instructions: Date Wanted: a.m. Requester: Al ' Phone No: �(P / i Approved per applicable codes. Corrections required prior to approval ; { COMMENTS: 2 l � Inspector: Date: $47.00 REINSPECTIOIUEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Z Z �2 U O J 3: Nw W O. LL =a w zF HO. W ~ w 5. U� O W �H w W ' U- O .Z W U N O Z 12 y4 INSPECTION RECORD Retain a co with it D0-oz cop p erm INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes. Corrections required prior to approval. A Project: C 5 C, V) Type of Inspection: do titl s Ld C�II•aIh Address: ry 137W r1 n t '} ctions: Date Called: 04 Special Instructions* Lof 1 6 Date Wanted: a.m 3 P.M. Requester: � Phone No: 2 0 6 -300 - 6 074 . COMMENTS: � 7A a 5, Tt F J T7 csc l F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z z~~ W Q � W� UO N W = J CO L WO U- a. S2 d 3: z H H O Z h- �5 U� :O N 011-- w ill ~ H u. O Lil Z: U= O Z INSPECTION RECORD - 1�0 - D P-5 Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 1 2 1 f( 06 4 , 1 -3670 g 6 1 )3 g6, 74'ect:G�,G�iN T 1l ft'ttrbh-1"'-' 11 VV4 A(loress: P- - Date Called: Special Ihstructions: - 7 Date Wanted: a�M'. E P. Requester. Phone No: ��4p proved per applicable codes. Corrections required prior to approval. 0 1 Z Z JU U 0 to 0 UJ N O W 0 9:3 LL < a W M 0 W 11-- W LLJ 5 a IP- W LL1 u. 3: 5 0. Ill Z 0 Z INSPECTION RECORD - Retain a copy with permit INSPECTION NO. PER I NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 U_ 431 -3670 7*6 / V Type of Ins o c' n:/ — /v A e f t Date Called: Special Instructions: f �.. Date Wanted: Q m. p.m. Requester: Phone�� Approved per applicable codes. Corrections required prior to approval. CO ENTS: Nom. I -1 S .00 REINSPECTI N FEE REQUIRE/D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W. Z. UO y0. W =. J I,.- S2 U- WO �Ei LL cf)d = W 1- O Z F- W LIJ �p O C 0 F- WW H r� Z . UN O Z INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 - Approved per applicable codes. Corrections required prior to approval. Pr ct: ) e'tj C ! . ' Typ oflnspection: / r Ad ress: rl� 3d k _ Date Called: C) Special Instructions: I 1 Date Wanted: ,- - D p.m. Re quester: �- , Phone e No: -- Ln l $47.00 REINSPEcriONAE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Receipt No.: Date: r 0 Z �Z I~ q W JU UO co �LL W O L L U� = a �W � Z H W W 2p O N .0 F_ W 111 Z N O Z qV 5 O f .. ti 1908 City Of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. .�. •._ . ^l(t'6�t, 6A 111..•..�lA'i.i \...116._..1.�L'167 i.J 6i 6i 6-.i: V11 '. - 471i 1'1 C G.' .... _ ..� .. - Needs shift inspection i Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Z ;� Z �W JU U Cl) W= H 9 L WO 9_j LLQ U� 2 FW Z H H_ O Z F_ W W U O - 0 F_ W H O W Z CO O H Z f"' ". c: . `' X 54. " .`r' {•,� l,�'X .lr : �'� �tC`r .. ° Zi ..:f'. r - .,. , • ... .. I { Field Rep. Job No. Page of Earth consultants, Inc Gootcchnlual rmovxrs. GmM-As A En'Or xunanal Sdaitists Coilgwkm l sting 6 ICDO / WADO htq)CCtkri "kxs 1805 136th Place N.E., Suite 201 - Bellevue, WA 98005 Bellevue (425) 643 -3780 - Toll Free (888) 739.6670 FAX (425) 746.0860 DAILY FIELD REPORT oject Job on Grading Contractor General Contractor's __3� ` Grading Foreman ' j017 1 1 Oh Site Time Off Site Dqte 7 t I � c q I Time Miles 30 Weather ._. it No. Hrs. visitors Client/Owner !nt Received Unchecked By Checked By E Report No. ►re approved Plans /Permits on -site ❑ Yes ❑ No If No, contact the building department or explain below: z �z WD 00 W J � CO) LL W UQ fn D = �w Z I- O z t- w U O N o t— WW H� LO z W co z a b! I - IslOr �1v= '1'd Q> 'Slsr ui NOTICE: IF THE DOCUMENT IN THIS FR OF THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE Q S LNaA NC a= NagNOG J� .�)'o 1191 ®•r•;j olxc Z ' OI ' g '70 ��91 ® •r'� Olxc 9NO .r - Tea a alsr d N!US *aGH -LV3M -7 nS NI s a1.sr • - lea N r>: =,UY (� s Im"o i�Zxgl -tea ;1.sr x O NOTICE: IF THE DOCUMENT IN THIS FR OF THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE Q S LNaA NC a= NagNOG J� JOB: CAS M>e- Glctt - - �• SABCO CONSULTING ENGINEERS INC. SUBJECT • - UAMPow f3A5 CM6k47 j L. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 DATE: A-40, 0 &1 BY KYS TEL. (425) 338 03 AGO Y JOB #: SHEET # �/ ft V -W Amr- qL E 4 3 CL e 3 CQ (L4R Es Avovt, � s �0 .. ipL,Y Lm i0 T fhA(Z 9, **f Zic $ �� rc3- 13 AY S ►I0 .G -i:r _ �II f - �OIL'Tj�� is 1►Sf�cL -L.. • N o zo t4 - r A-L- V � r� 0 4v5 l-. v 11 1 • �� r • 1, ti r V • Q lo'; y'1► -- - , p 11 e Its' 0 .C.. 'Nft 1 . T`IP- , A u 0 x 1 A.G o v. u(P. Hour e 4W, ro.c__ Z ;�- Z �w Q 2 JU 00 ND J cf) w u. � =w z �. f- O z H- U� w UJ H �O W Z U= O ~. Z 6 R' io SA13CO CONSULTING ENGINEERS INC. suBjEc-r: i=O vv GASKmad-F iahct- 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 DATE.' BY KYS TEL. (425) 338 03 42 JOB#: SHEET# It 5" M 11 r•- a, - I�A - d 7Z VO . El z Z W. 2 D U 00 NO CO) w LLI CO) U. 0 cf) U z 0. z F— W UJ 5: cf) 0 .w W u. —0. .Z . w cf) 0 z TO BE BUILT ONE SINGLE TIME BY DREAM CATCHER HOMES LLC L>O 4=mC)2 *ao a AR NOR Architects Northwest. Inc. P: 425 -485 -4900 ( 18915 142nd Avenue NE F: 425 -487 -6585 Suite 100 Toll Free: 1 -888-ARCH-100 Woodinville; WA 98072 Email: archnwl@aol.com APPR0 1997 U B C LATERAL ANALYSIS FOR n /r�ft T jkW�� 4 ✓pN2 p fiRM � T 2 004 �ENT CITY OF TUKWILA, WASHINGTON PLAN M2400A2F -1 C1S,CADE GLEN z . Z u� _ J U. U O . CO) U J N U- w O, �5 �. w H O. z U 0� O E- w U w U N. O Z !ARCHITECTS NORTHWEST 1997 UBC LATERAL ANALYSIS FOR PLAN M240OA2F=l (INCLUDES 3 -CAR OPTION) NOTE: PLAN M2400A2F -1 IS A MINOR REVISION TO PLAN M2400A2F -0 (LATERAL ANALYSIS ATTACHED). THE REVISIONS INCLUDE THE ADDITION OF 2' AT THE FRONT OF THE LIVING /FOYER AND THE PLACEMENT OF FOUNDATION WALLS BELOW THE PREVIOUSLY CANTILEVERED 2'X 10' NOOK BAY: THESE REVISIONS HAVE NO AFFECT ON THE LATERAL LOADING, SHEARWALLS OR HOLDDOWNS, NOR DO THEY HAVE ANY AFFECT ON THE 3 -CAR VERSION (LATERAL ANALYSIS ATTACHED). Z Z. wW. Q � JU U O. co 0. W = J F-, 52 LL W O: 9 -. u. Q. 520 = W' z�. E- O. Z� W �. U� O to' W LL _o w Z O'' Z' ' ARCHrr Plan : -- M2400A2F -0 Lateran Analysis: FiNOWHMIEBT Date: 10/30/99 Lateral Analysis: 1997 UBC P: Max Ht - upper= 270 @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Maus Ht -main = 200 @ Ridge; :Use P = 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht -lower = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: Total Wind Loads a y -y, upper- 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs b y -y, upper= 10.00 ft w x 12.50 ft h= 125.00 sf x 15.35 psf = 1919 lbs TWL y -y upper = 7291 lbs C y-y = uppe- 19.00 ft w x 12.50 ft h= 237.50 sf x 15.35 psf = 3646 lbs d y -y = uppe- 9.00 ft w x 12.50 ft h= 112.50 sf x 15.35 psf = 1727 lbs e y -y = uppe- 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs 1 x -x = uppe- 9.00 ft w x 6.00 ft h= 72.00 sf x 15.35 psf = 1105 lbs TWL x -x upper = 7000 lbs 2 x -x = upper- 18.00 ft w x 12.00 ft h= 216.00 sf x 15.35 psf = 3316 lbs 3 x -x = upper- 14.00 ft w x 12.00 ft h= 168.00 sf x 15.35 psf = 2579 lbs 4 x -x = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs a y -y = main= 7.00 ft w x 14.50 ft h= 101.50 sf x 13.50 psf = 1370 lbs b y -y = main= 15,00 ft w x 10.50 ft h= 157.50 sf x 13.22 psf = 4001 lbs TWL y -y main = 14386 lbs C y -y = main= 19,00 ft w x 9.00 ft h= 171.00 sf x 13.22 psf = 5906 lbs d y -y = main= 11.00 ft w x 9.50 ft h= 104.50 sf x 13.22 psf = 3108 lbs e y-y = main= 0.00 ft w x 0.00 ft h= 0.00 sf x 13.22 psf = 0 lbs _ 1 x -x = main= 9.00 ft w x 9.00 ft h= 81.00 sf x 13.22 psf = 2176 lbs TWL x -x main = 11759 lbs 2 x -x = main= 18.00 ft w x 9.00 ft h= 16200 sf x 13.22 psf = 5457 lbs 3 x -x = main= 13.00 ft w x 9.00 ft h= 117.00 sf x 13.22 psf = 4126 lbs 4 x -x = main= 0.00 ft w x 0.00 ft h= 0.00 sf x 13.22 psf = 0 lbs Seismi V = 0.1964 x (W) w lbs, V in full strength values max V seismic WOAup =( 1404 sf /rf + 1380 sf/ wl + 0 sf / fir )x 10 psf = 27840 lbs : V roof = 5468 lbs. (for rho calc.) W a y -y =( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V a y -y = 0 lbs. : 0 pif W b y -y =( 360 sf /rf + 292 sf/ wl + 0 sf / fir )x 10 psf = 6520 lbs : V b y -y = 1281 lbs. : 89 pif W c yy =( 699 sf /rf + 738 sf/ wt + 0 sf / fir )x 10 psf = 14370 lbs : V c y -y = 2822 lbs. : 202 pif W d y -y =( 345 sf /rf + 350 sf/ wl + 0 sf / fir )x 10 psf = 6950 lbs : V d y -y = 1365 lbs. : 52 pif W e y-y =( 0 sf /rf + 0 sf/ wl + 0 sf / flr )x 10 psf = 0 lbs : V e y -y = 0 lbs. : 0 plf W 1 x -x=( 324 sf /rf + 296 sf/ wi + 0 sf / fir )x 10 psf = 6200 lbs : V 1 x -x = 1218 lbs. : 66 plf W 2 x - x=( 576 sf /rf + 600 sf/ wl + 0 sf / fir )x 10 psf = 11760 lbs : V 2'x -x = 2310 Ibs.: 90 pif W 3 x - x - -( 504 sf /rf + 484 sf/ wl + 0 sf / fir )x 10 psf = 9880 lbs : V 3 x -x = 1940 Ibs.: 188 plf W 4 x -x=( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V 4x-x= 0 Ibs.: 0 pif WOAmain= 23 90 sf /rf + 3980 sf/ wl + 1154 sf / fir )x 10 psf = 75 240 lbs : V total = 14777 lbs. W a y-y =( 273 sf /rf + 260 sf/ wl + 0 sf / fir )x 10 psf = 5330 lbs : V a y -y = 1047 Ibs.: 50 pif W b y -y =( 649 sf, rf + 942 sf/ wl + 164 sf / fir )x 10 psf = 17550 lbs : V b y -y = 3447 Ibs.: 304 plf W c y -y =( 834 sf /rf + 1850 sf/ wl + 732 sf / fir )x 10 psf = 34160 lbs : V c y -y = 6709 Ibs.: 402 pif W d y -y 634 sf /rf + 928 sf/ wl + 258 sf / fir )x 10 psf = 18200 lbs : V d y -y = 3574 lbs. : 102 plf W e y -y =( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V e y -y = 0 Ibs.: 0 pif W 1 x -x=( 539 sf /rf + 917 sf/ wl + 218 sf / fir )x 10 psf = 16740 lbs.: V 1 x -x = 3288 Ibs.: 278 plf W 2 x -x=( 892 sf /rf + 1708 sf/ wl + 531 sf / flr )x 10 psf = 31310 lbs : V 2 x -x = 6149 lbs. : 280 pif W 3 x -x=( 959 sf /rf + 1355 sf/ wt + 405 sf / fir )x 10 psf = 27190 lbs : V 3 x -x = 5340 Ibs.: 577 pif W 4 x x=( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V 4x-x= 0 lbs. : 0 pif 18915 -142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 FAX- !4951 487 -6585 :4 i w,say l .....n.. ....... 2�fYi :': .1 .. �..� . ...Y+r1+SV�wd«FM4W�SWM .NiYI ». . Z Z W QQ � 0 N0 C0 w J= N LL W }} J LL Q fn = d FW Z H H O Z H W W O - 0 F_ WW i- F- LL O W Z CO) O F- . z ARCHITECfS -NORTHWEST Date: 10130/99 Plan : M240OA2F.0 page 2 of 11 Compute of Shear - Resisting Walls & Compu x -x, V y -y upper floor: Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW a y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = 16.33 4.50 location V wind V seismic/1.4 V max Vs / length plf 0 upper floor 0.00 tl If shear wall tl sw y -y 14.33 ti if shear wail 54.33 14.00 tl If shear wail 26.00 tl if shear wall 0.00 tl If shear wall 18.50 tl If shear wall ti sw x -x 25.67 tl If shear wail 54.51 10.34 tl If shear wall 0.00 tl If shear wall 14.33 3.00 a y -y = 0 Ibs 0 Ibs 0 #'s/I = 0 pif wind 8.00 6.00 1919 Ibs 915 Ibs 1919 9sA = 134 pif wind Use SW #: P1- 6(198plQ C y -y = 3646 Ibs 2016 Ibs 4.50 21.50 wind Use SW # P14(304plQ d y -y = 1727 Ibs 975 Ibs 1727 XsA = 66 plf wind Use SW #: P1- 6(198plQ e y -y = 0 Ibs 0 Ibs 0 # SA = 0 pif wind Use SW # not used 1 x -x = 1105 Ibs 0 1105 Vs/I = 18.50 3.50 - 5.331 2 x x = 3316 Ibs 1650 Ibs 3316 9sA = 129 plf wind Use SW #: P1 -6(198plq , 3 x x = 16.00 9.67 2579 Vs/I = 249 plf wind Use SW #: P1- 4(304pif) main floor 2.67 2.67 5.00 2.75 748 Ibs 1370 9sA = 66 pif wind Use SW #: P1- 6(198plQ b y -y = 4001 Ibs I I I I I I 1 4792 Ibs 5906 VsA = 0 wind main floor: Sum SW a y -y = ( Sum SW b y -y = ( Sum "SW c y -y = ( Sum SW d y -y = ( Sum SW e y y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 location V wind V seismic/1.4 V max Vs / length plf governing force SW# plf SW # plf upper floor 20.83 tl If shear wall tl sw y -y 11.33 ti If shear wall 83.83 16.67 a If shear wall 35.00 tl if shear wall 0.00 tl If shear wall 11.83 tl if shear wall ti sw x -x 22.00 0 if shear wall 43.09 9.26 tl If shear wall 0.00 tl If shear wail 8.33 3.00 a y -y = 0 Ibs 0 Ibs 0 #'s/I = 0 pif wind 16.67 b y -y = 1919 Ibs 915 Ibs 1919 9sA = 134 pif wind Use SW #: P1- 6(198plQ C y -y = 3646 Ibs 2016 Ibs 5.50 29.50 wind Use SW # P14(304plQ d y -y = 1727 Ibs 975 Ibs 1727 XsA = 66 plf wind Use SW #: P1- 6(198plQ e y -y = 0 Ibs 0 Ibs 0 # SA = 0 pif wind Use SW # not used 1 x -x = 1105 Ibs 0 1105 Vs/I = 3.00 3.50 - 5.331 2 x x = 3316 Ibs 1650 Ibs 3316 9sA = 129 plf wind Use SW #: P1 -6(198plq , 3 x x = 16.00 6.00 2579 Vs/I = 249 plf wind Use SW #: P1- 4(304pif) main floor 1.88 1.88 2.75 2.75 748 Ibs 1370 9sA = 66 pif wind Use SW #: P1- 6(198plQ b y -y = 4001 Ibs I 1 353 pif wind Use SW #. P1 -3(389pIf) C y -y = 5906 Ibs 4792 Ibs 5906 VsA = 0 wind Compute V x -x max. an d V y -y max. location V wind V seismic/1.4 V max Vs / length plf governing force SW# plf SW # plf upper floor a y -y = 0 Ibs 0 Ibs 0 #'s/I = 0 pif wind Use SW #: not applicable b y -y = 1919 Ibs 915 Ibs 1919 9sA = 134 pif wind Use SW #: P1- 6(198plQ C y -y = 3646 Ibs 2016 Ibs 3646 Vs/I = 260 plf wind Use SW # P14(304plQ d y -y = 1727 Ibs 975 Ibs 1727 XsA = 66 plf wind Use SW #: P1- 6(198plQ e y -y = 0 Ibs 0 Ibs 0 # SA = 0 pif wind Use SW # not used 1 x -x = 1105 Ibs 870 Ibs 1105 Vs/I = 60 plf wind Use SW #: P1- 6(198plq 2 x x = 3316 Ibs 1650 Ibs 3316 9sA = 129 plf wind Use SW #: P1 -6(198plq , 3 x x = 2579 Ibs 1386 lbs 2579 Vs/I = 249 plf wind Use SW #: P1- 4(304pif) main floor a y -y = 1370 Ibs 748 Ibs 1370 9sA = 66 pif wind Use SW #: P1- 6(198plQ b y -y = 4001 Ibs 2462 Ibs 4001 #'sA = 353 pif wind Use SW #. P1 -3(389pIf) C y -y = 5906 Ibs 4792 Ibs 5906 VsA = 354 pif wind Use SW #: P1- 3(389pif) d y -y = 3108 Ibs 2553 Ibs 3108 9sA = 89 plf wind Use SW #: P1- 6(198p1Q e y -y = 0 Ibs 0 Ibs 0 WSA = 0 pif wind Use SW #: not used 1 x -x = 2176 Ibs 2348 Ibs 2348 9s1I = 199 plf seismic Use SW #: P1.4(304plQ 2 x -x = 5457 lbs 4392 Ibs 5457 VsA = 248 plf wind Use SW #: P14(304piQ 3 x x = 4126 Ibs 3814 Ibs 4126 VsA = 446 p w ind Use SW A P1- 2(516pif) Verify Capacity of Designed Shearwalls: upper oor. Sum SW cap y - y = 54.33 if x 198 pif + 0.00 If x 100 pif = 10758 Ibs > 7291 F.O.S. = 1.48: 1, OK Sum SW cap x -x = 54.51 If x 198 plf + 0.00 If x 100 plf = 10793 Ibs > 7000 F.O.S. = 1.64: 1, OK main floor. ? Sum SW cap y -y = 83.83 If x 304 pif + 0.00 If x 198 pif = 25485 Ibs > 14386 F.O.S. = 1.77 :1, OK Sum SW cap x x = 43.09 If x 350 pif + 0.00 If x 198 plf = 15082 Ibs > 11758 F.O.S. = 1.28 :1, OK Redundancy Factor Check: Vmax for "p =1" Vmax = (2)xVt / sgrt A A= 1360 sq ft Vmax = 801.4 Since 801 plf > full seismic of 567pif at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear. Roof diaphragm: b y-y. 1919# / 14.33 ft of top plate = 134pif< 140plf. OK Use full ht studs under scissor truss. Roof diaphragm: c y y 3646# / 140plf max = 26ft. Design truss for added 3634# lateral load. Use continuous solid blocking SW to truss. Roof diaphragm: 2 x -x: 3316ff / 140plf = Use 24ft of sheathed wall to deck between trusses, per Det #5. (Or design truss bracing for 3316# lateral load) Roof diaphragm: 3 x -x: 2579# / 140plf = Use sheathed gable truss to deck, per Det #4. Upper floor diaphragm: b y -y: (4001# - 1919#) / 14ft of continous top plate = 149plf < 177plf OK Upper floor diaphragm: c y -y. (5906# - 3646#) / 20ft of continous top plate = 113pif < 177plf OK Main floor roof diaphragm: d y -y. Use details # 9 and #10 for tranfser from SW above to roof deck 89plf < 140plf OK General: Use -6 sheathing at gables and gable end trusses continuous with sheathing below._ 18915 -142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 r%1 I A "C� A09 A °nn FAX: (425) 487 -6585 Z 1 Z W �U UO CO o CO LU _J_ F- to U WO LL ¢ U=) = C1 i.. W Z� F- O Z F- U 0 N D F- U I=- U LL- O W Z CO O I ` Z ACHITECIS NORTHWEST 3.00 199 plf x 8.083 ft. h. = Date: 10/30/99 Plan: M2400A2F -0 Use: page 3 of 11 :heck C for Holdown Selection Uplift = ((ht x pit x width) - (2/3 D.L.x 112 ! 'h )J I width dote: No roof dead load used to resist shearwaii overturning, It is considered equal to any uplift force from wind. 1420 lbs. Use: .ovation width V plf ht. M / width DL /if Uplift Use: Holdowns selected ipper floor. 16.00 248 pif x 8.083 ft. h. = 2005 lbs - 170 lbs = 1107 lbs, Use: STHDI ORJ w/ (28) 16d sinkers, l 1 /2° edge 6.00 248 plf x 8.083 ft. h. = 3 y -y = 14.33 134 plf x 8.083 ft. h. = 1082 lbs - 80 lbs = 704 lbs. Use: H6 w/ (16) 8d nails y - y = 8.00 260 pif x 8.083 ft. h. = 2105 lbs - 80 lbs = 1894 lbs. Use: CS16 - U - strap w/ (28)1 Od nails STHD14 w/ (38) 16d sinkers, l 112" edge di 6.00 260 plf x 8.083 ft. h. = 2105 lbs - 80 lbs = 1946 lbs. Use: MST48 w/ (34) 16d nails d y -y = 4.50 66 pif x 8.083 ft. h. = 537 lbs - 80 lbs = 418 lbs. Use : scheduled nailing 21.50 66 pif x 8.083 ft. h. = 537 lbs - 80 lbs = -31 lbs. Use: scheduled nailing 1 x -x = 18.50 60 pif x 8.083 ft. h. = 483 lbs - 80 lbs = -6 lbs. Use: scheduled nailing 2 x -x = 9.67 129 pif x 8.083 ft. h. = 1044 lbs - 80 lbs = 789 lbs. Use: CS16 strap -36"I w/(18)1 Od nails 16.00 129 plf x 8.083 ft. h. = 1044 lbs - 80 lbs = 622 lbs. Use: H6 wl (16) 8d nails 3 x -x = 2.67 249 plf x 8.083 ft. h. = 2016 lbs - 80 lbs = 1945 lbs. Use: MST48 w/ (34) 16d nails 2.67 249 pif x 8.083 ft. h. = 2016 lbs - 80 lbs = 1945 lbs. Use: MST48 w/ (34) 16d nails 5.00 249 pif x 8.083 ft. h. = 2016 lbs - 80 lbs = 1884 lbs. Use: MST48 w/ (34) 16d nails main floor: a y -y = 16.33 66 plf x 11.500 ft. h. = 756 lbs - 100 lbs = 218 lbs. Use: 5/8" AB wrin 12" of panel edge 4.50 66 pif x 11.500 ft. h. = 756 lbs - 100 lbs = 6D8 lbs. Use: STHD10RJ w/ (28) 16d sinkers, 11/2" edge b y -y = 8.33 353 pif x 8.083 ft. h. = 2854 lbs - 160 lbs = 2414 lbs. Use: STHDI ORJ w/ (28) 16d sinkers, 8" edge dis 3.00 353 pif x 8.083 ft. h. = 2854 lbs - 160 lbs = 2696 lbs. Use: STHDI4RJ w/ (38) 16d sinkers, 1 1 /2" edge C y -y = 16.76 354 plf x 8.083 ft. h. = 2864 lbs - 160 lbs = 1979 lbs. Use: STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge d y -y = 5.50 89 pif x 8.083 ft. h. = 718 lbs - 80 lbs = 573 lbs. Use: STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge 29.50 89 plf x 9.000 ft. h. = 799 lbs - 90 lbs = -77 lbs. Use: 5/8" AB Win 12" of panel edge 1 x -x = 3.00 199 plf x 8.083 ft. h. = 1605 lbs - 160 lbs = 1446 Ibs. Use: STHDI ORJ w/ (28) 16d sinkers, 1 10 edge 3.50 199 pif x 8.083 ft. h. = 1605 lbs - 160 lbs = 1420 lbs. Use: STHDI ORJ w/ (28) 16d sinkers, 1 112" edge 5.33 199 plf x 8.083 ft. h. = 1605 lbs - 100 lbs = 1429 lbs. Use: STHDI ORJ w/ (28) 16d sinkers, l 112" edge 2 x -x = 16.00 248 pif x 8.083 ft. h. = 2005 lbs - 170 lbs = 1107 lbs, Use: STHDI ORJ w/ (28) 16d sinkers, l 1 /2° edge 6.00 248 plf x 8.083 ft. h. = 2005 lbs - 170 lbs = 1668 lbs. Use: MST48 w/ (34) 16d nails 3 x -x = 1.88 446 pif x 6.500 ft. h. = 2896 lbs - 65 lbs = 2856 lbs. Use: STHD14 w/ (38) 16d sinkers, l 1/2" edge di 1.88 446 pif x 6.500 ft. h. = 2896 lbs - 65 lbs = 2856 lbs. Use: STHD14 w/ (38) 16d sinkers, l 112" edge di Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 2.75 446 plf x 8.083 ft. h. = 3601 lbs - 220 lbs = 3402 lbs. Use: STHDI4RJ w/ (38) 16d sinkers, 1 112" edge 2.75 446 pif x 8.083 ft. h. = 3601 lbs - 220 lbs = 3402 lbs. Use: STHD14RJ w/ (38)16d sinkers, l 112" edg Holdown and Shearwall Summary Use (13) STHDI ORJ w/ (28) 16d sinkers, l 1/2" edge dist. Use (1 ) STH1310 w/ (28) 16d sinkers, 1 10 edge dlst. Use (6) STHDI4RJ wl (38) 16d sinkers, l I/2" edge dist. Use ( 4) STH1314 w/ (38) 16d sinkers, 1 1/2" edge dist. Use (2) CS16 strap Wl w/(18)1 Od nails Use (2) CS16 strap -46"1 w/ (28)1 Od nails Use (11 ) MST48 w/ (34) 16d nails Use (2) H6 w/ (16) 8d nails ' Shearwalis, plate nailing and anchor bolts per schedule - as indicated. 18915 -142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 ^ � -% j'%r- 'd^nn FAX: (425) 487 -6585 Z Z' Q �W W� UO CO O W NW WO IL Q N=) 2 l.. W ZI- F-- O W �p U O - ca I- WW �- O ti! Z U =: O� Z ARCHITE ea CALCULATED BY NORTHW..:ST DATE o rr 3-�- SHEET N0. _.__4_ Design criteria per 1997 Uniform Building Code: 80 mph t exposure "B" Wind per Section 1615: Design Wind Pressure: . P= CexCgxQsxlw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor Site/Project Specific Values: Ce = 0.62 (Exposure B @ < 15' H); Cq =1.3 (Projected Area Method per section 1621.3) Qs =16.4 (Basic Wind Speed = 80 mph); Iw =1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P =13.22 psf < 15 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30 17.91 psf < 40'H Earthquake per Section 1626: Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: p (Equation 30-3) combined with r max equation (Section 1630.1 .1) creates a design condition to attempt to keep p =1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sgrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF#2 or better, HF#3 @ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- -7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d , 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L c@ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915 -142nd AVE. /. SUITE 100 Exposure B 80mph PHONE: (425) 485 -4900 WOODINVILLE, WA I FAX: (425) 487 Z - Z ItW D J U UO uJ J co u- w LL ¢ �D s a H= Z O` W 2 5' Ucl CO 3 = w' F- U. u. O ed Z U N 0 FF : . z 0 ARCHITECTS N.. rrHwE c..L. r OWL, CALCULATED BY f DATE r NO. s OF SHEAR WALL SCHEDULE see 1997 UBC tables 234144, & 23414 -2) P1-6 v =198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. value reduced for Hem Fir 4085# Anchorage: 16 d nails Q 5" o.c. OR 5/8" A8 2 48" o.c. to conc. P1-4 v = 304 pif 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails 4" o.c. OR 518" AB @ 36" o.c. to conc. P1-3 v = 389 pif 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" ox. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" O.C. to conc. Use min. 3" nom. Studs @ adjoining panel edges: P1 -2 v = 516 pif 112" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 318 "x5" lag screws @ 9 "o.c. or 518" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 pif 112" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" O.C. Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 518" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2-3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" O.C. to conc. Use min. 3" nom. Sills and studs @ adjoining panel ed es. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. HOLDOWN SCHEDULE updated 7!30/98 # listed for, I f97 Simpson Strong -Tie cat # STHDI ORJ w/ (28) 16d sinkers, 1 117 edge dist. STHD10 w/ (28)16d sinkers, I I 1 edge list. STHD14RJ wl (38) 16d sinkers, 1 1/Z' edge disc STHDi4w/ (38) 16d sinkers, 1 117 edge d HPAHD22 w/ (12) 16d nails,1 1 /7 edge disc HPAHD22 w/ (16) 16d nails, 1 1!2" edge disc HPAHD22 -w/ (19) 16d mails, >8" edge disc W AB wfm 17 of panel edge CS16 strap -36"1 W(18)10d Trails CS16 sbap46"I w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56)16d nails HD10A w/7/8` SSTB28 A.B.w/ (4) 7/8" bolts HDBA w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) SIT bolts HTT22w/ SSTB -20 A.B.w/ (32) 10d nails. A35 FA w/ (12) 8d nails 1 891 5 -142nd AVE. N.E. / SUITE 100 ❑WnnIG- LdPr-il 485.4900 2745# 2575#@6 "c, hem -fir table 2745# 2576# hem -fir table 4430# 4220#@6 "c, hem -fir table 4430# 4220# hem -fir table 1564#@6 nails added for hem fu 22400 @8 "curb (16) nails max at rim joist 2607#@6 nails added for hem fir. 500# 1353# nails added for hem fir 1650# nails added for hem fir 1850# hem -fir table 2945# hem -fir table 4415# hem -fir table 5150# hem -fir table 7823# value reduced for Hem Fir 5301# value reduced for Hem Fir 3038# value reduced for Hem Fir 4085# value reduced for Hem Fir 450# value reduced for Hem Fir 0 WOOOINVILLE, WA 9801 FAX: (425) 487 -65E Z Z e W W J0 0 O CO )o &) W J to ld WO IS U. a Q) = Clr. H= z� U .O co. 0 l.- 2W P2. "O t! I Z U� P _' O �" Z kll� ,V u 4 Y al► o . m 3V. r ■ ��.�.. f e b % o n� (� Y n co m c �o m fa OF i b i O m O —' �— D .� X N r Fn o N a I m D r I Ib vLo cn m cn o m .1 1R) CL 1 D i N O j z k C k �m C G` s � L N - - a U - Ll s 6 kll� ,V u 4 Y al► o . m 3V. r ■ ��.�.. f e b % o n� (� Y n co m c �o m fa OF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i m rrl � O 0 i b i O O —' �— D X N r Fn o N a I m D r I Ib vLo cn m cn o m .1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i m rrl � O 0 ARCHITE NORITHMAEST U00, A •v Q` O ti J B n� I r ( 113915 - 142nd AVE. N.E. / SUITE 100 JOB YK 2 4co A CALCULATED BY _ 0 DATE O I3 0 ' SHEET N0, OF It 2 3 r- L .. i I r� I f I h I 0 (1 N qa y o • ie-- I = ti st..is II � ZM2 I m �0 I P� HALL V RM 3 r u *4 I WOODINVILLE, WA 9807 FAX: (2061487 - Z �= Z aW 2 �U L) 0, co o w= co F-,- V/ U. WO u- Q co D = W Z H W O w Ucl O co o � W W O W z U co) 1= � Z , Z ' ) 0 s � mo i \ LINE _O WALL ABV. - _ p' SAP. 6LA55 L ABV. r/ . • , 4x12 D.P. Cis _ 5°S° SLIDER "o 51.1 ER — - - _ ►7 - _ — FIEAOER 4 T -E' AP P. — Vo 1 s U2• n �'p > - 1 , p I. o _ O � bi r r� u� °'lln a °Pr�b -�� b ZI I I a, a l p I I I I p In it u g F -I m i �; q h • I I t� b I o... . -- - -� �, h � K12 O r 12'-O'LOJ tL 4.10 ►i In �I'G G 5ED oPENI > N -- P• fl_ N '� •' H. }N IN, : , r:a IC I I�I.J •aF r �•� a n \,f3 I F o ,��'� I� (_' - s b T - o•Ih� �' _ _ 2. I�? ., `I_ . rt ^ W 5 7 -Po Ilt I f5 u o � h I p �(� r` N CI . O > dr b 9/4 x16 I/2' b L B 24P t+'•. P i .LINE O S ^ ,. N � 0 !f , I n 2 � � L .� -- � I ADER I' -B' A .P ♦ N I \ 1�� 132 -C n a f- IS ° P °b 9 I� 711m a `V ln�l' '� • !- W. ;' qV l 21 b / - I W b t• I __i P III WALL ABV. • ► :l its 1, 1 Q ' 6 °eta x w q ►, i O Y.a :u \ TV y O I I m 1 a I �r✓ a SH. 93 °5 a e h 1 X Z \ II l5 _ 4xI P . _ _'b=IO D.P. - _ - C H * 11 PLUSH IN P WALL _ 4_.. 4111 - _ 'I'�' _ I ( �•�� `M N) r- uQ 57b = 16ibL ?gib B.2PV4 _ � j •�w • 11 I t R I 1� .I` vo .1 GoD i Co CD m 1491(3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. JOB �Y% 2 4 A.2 F - O ARCHI 1 CALCULATED BY N FI ST DATE �_ ►' SHE_ I NO. OF SO *fop 3 . r 18915 -1 42nd AVE. N.E. / SUITE 100 LT f .. I 4) ST•uo14 A 1 el�le•cu�Td �d �W WOOOINVILLE, WA 980: FAX• rpnRl 4A7.65f z �Z '~ w JU 00 W= J H N LL c W O. G J LL Q co) d W Z Z� w U� 0 — o F- W H L). w °z. U =, Z { I ` Y P , I V ,"', t K REAR I 1� 34• -ON& 1 la•�L � ! 1 1 — • oz. 1 LL ! m GONG 3PAGE LINE c 18915 -1 42nd AVE. N.E. / SUITE 100 LT f .. I 4) ST•uo14 A 1 el�le•cu�Td �d �W WOOOINVILLE, WA 980: FAX• rpnRl 4A7.65f z �Z '~ w JU 00 W= J H N LL c W O. G J LL Q co) d W Z Z� w U� 0 — o F- W H L). w °z. U =, Z JOB l4doA�2.F:-c ARCHITECTS 4 C4LCULATED BY ML. 40ASAX . T. NOR THWEST OLTE fptgo 199, . SHEE 7 NO O F _ VI 7 3.2 EX, i . V%vo" -QJM J\ I - 12 "woo* rp%) g4wrz r 2. e u-Aftg- V=)r so rf A 56 M6- P. qAIL- rV A%A -C.KF' .:-' n me f-� I - �. >c --&- *L-1 1 10 tf rr.vc 04 Maem?- L= 13. -1 z 3: Z w 62 D U C.)0 CO a Co W W CO U w 0 5 LL < c o D W 3: Z �- I 0. z I-- W LU 2 5 D O C/) Q F- w 3: w _0 L F- 0 z CO. p:c o F- Z Ir. 10 41 moop, JOB ARCHITECT'S 24� "` CALCULATED BY njM0RTH DATE I c7 3 t7 9 '9 SHIT NO. OF I �. TYPICAL END CONDITIONS ° ' - o' NAILED mum a �tP05r $WLPA °• Floor oldown FInst allation Tie ' EM 'iMSHEMCONE , g a '' � '" FROM pan .I • MST37 W/ (24) 164 nails MST48 w/ (34) 16d nalls 2845# MST60 wl (48) 16d nails 4415# Typical STHD14RJ MS172w/ (56)•16d nails 5150# Rim Joist Installation END TH is • - .� Dn v • e • • ONE 04 :i • • REBARIN . • SHEAR CONE • • 12 MIN. Typical CS • • RE IAR LENGTH InsUllation as a Floor -to- ,' r i ' • • • • FloorTie Typical HDSA Holdown' Installation with r om . fpO SSTB anchor bolt. WX R BAR L Washers are not required LB E M .. ; . . . , , agorae dMUM at the base. ; r ad / •• ' Eouel L �^ HDI OA w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts Typical STHD CS16 strap36"I w/(18)1 Od nails 1353# HD8A w/ 7/8"'SSTB28 A.B. w/ (3) 7/8" boos Corner Installation CS16 sWdp46 w/ (28)10d mails 165011: HD5A w/ SSTB20 AB w/ (2) S/8" bolts with 3 -2x studs STHDIORJ w/ (28) 16d sinkers, 1 112" edge dist. 2745#@@ "c. 257511@6 "c. STHD10 w/ (28) 16d sinkers, l 112" edge disc 2745# 2575# STHD14RJ w/ (38) 16d sinkers, l 1/7 edge dist. 4430# @-8 "c. 4220#@5'c. • — STHD14w/ (38) 16d sinkers, 1 1/7' edge disc. 4430# 4220# NOTE ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T HEMFIR- 211/97 exp 1/99, OR CATALOG C-98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. 1 8915 -142nd AVE. N.E. / SUITE 100 SHONE: (4251485 -4900 WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Z 11-:. A It W _3 C.) UO W~ Nu- WO u - N d H =: Z 1— HO W ~ W U� ON o I— = U u' O 111 Z CO) O Z ARCH ITEPTS CALCULATECM 'L9OfJ r W0RaST OAr= I 1-to 1 SHEET, NO I(A a= - c IN7'3L" i i - 1 =F— MIN-6 AS R WIRED ABB 0 2 O.C. ' IDct a DL. 2x AS S"Z-AR KAL :_ (- FANS) . DETAIL A D�= t'AIL A SIM. -`,'FIGAL *ROOF DIAPHRAGM RIpO=� 2x BLY KIN& 2x BLOCKING - KA_ TO HATCH 166 ® 6' URC. _ Arc WA!! L., %TER-.AL D=TA L 4 . NOT TD SGA:. I Lac =R AFL DATA L NO 7. C 5GAL_ 5i- AA- F=-R ?LAN bd NAM 0 6' O.G. I " 5.- ATr!INS — INTO ROOF FRA.MIN& MIL ?-�R PLAN ---% 2x FIRE SLOGKING I b a b' Ot (2) 16d NAILS s EACH 5 i LO 2x SL.OGKINS S=-TH N 5'ti75 I 2x L�SR (ONE I p SIZE LAR60Z MHAN I�) FRAMING MLtit°57J, OR SOLID 51-KS 'LATERAL DETAIL 10 18915 - 142nd AVE. [- !.E- / SUITS 100 JJJODINVIL L ✓JA 92r . �.� : A J /.r. r- bd s b" Ow. U.N.O. °R -FASRIGAT� 2 Ow. c �c DEAN b6 ® 6"04- U.N.O. i ==MR F 4N .3) T I 1 \� " NOT TO 5GAL= I �!� k I 17:)=7 ok I L I 7 No TJ %A Z SZ �W LL. �. JU UO (1) Cl . C0 Lu J Co W WO 2 QQ U. co D _ CY �.. W Z H !— O Z F- W LLJ gy U O N o�- W W �O _ ui N U O Z A 7 ARCHITECTS NORTHWEST a —TYPICAL ROOF DIAPHRAGM ROOF FRAMIN6 SHEAR WALL .'PER PLAN — MR PLAN 2xb SOLID SLOCKINS • 48 O.C. - \16d • 6* O.C. SHEAR WALL PER PLAN .AT 1.. DETAIL 11 ROOF -c+MA'MINS %2x fqfm BLOMNS 2x SILKS Erfe= STUDS a (2) 16d NAILS • E44H STLb -- I LA7BRAL DETAIL 4 4 NOT TO SCALE .4 MA SHEAR WALL PER PLAN 2x 901-10 SLOCKMS (4) 16d INTO 5LOOKINS 10d • 6' O.G. F PLAN :LATERAL Df!rrAlL 5 (2) 16d • 6 04 U. O. S -C+EAR ViAiLL SCAEMLE FOR NAILIN6 PATTERN NOTTO SC 0 SHEAR WALL PER PLAN NOT TO sckx ILATER4 'DETAIL 15 NOT To s4AIJE hir /cill -inn JOB h-N 2.4 6 0 AL CALCULATED BY GATE t 0 1.30 SHEET NO --E a—OF (3) 16d TO 5LOCKIN6 EACH END TIM bd NAILS • .6 O.G. lin-ev" SW-Alli4lN&— INTO f W.AMINS WOODINVIL(r-, WA 9807 FAX (4251 a27 -658 Z -W . �U 00 ND . lo tu w i C0 U. WO U. to CY F ILI Z � Z 0 �- III Uj D U D C0 :0 DH ILI 0 Z L) Co: i= F " 0 Z 16* O.G. TYPICAL PERMIT COORD COP'S PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -023 DATE: 01 -21 -04 PROJECT NAME: CASCADE GLEN - LOT 16 SITE ADDRESS: 3829 SOUTH 132 PLACE _ A _ Original Plan Submittal _Response to Correction Letter #_ _Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS Z '� Build g Division �( V „ 4 - Fire Prevention ( %Z''� - f2 � 0 { vl • (� „(.Ole �Z Planning Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01 -22 -04 Complete E' Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7 ' Structural TING: Please Route Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 02 -1 - 04 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 s /routingsllp.doc 2 -28.02 28.02 PERMIT COORD COPY is z ;� z �W �U UO CO W W = H �W W �a_ U. a = �w Z w� w U� ON o�_ W �U u' O •• z W CO O Z Signacurc 'Z il�'`��1� ✓`� ''� Issued be DEPM1 TMENT OF LABOR AND INDUSTRIES Z mo w: J U U O`, CO p LU J F- CO) LL.. wO J LL. Q H =: Z 1— O Z F- w a �p O COY: p H. w U LL O' .. Z, w U =; ~ O Z r / WOO t. 6, a GaSCa ►- ' m T�E�Z 5ERV I CE LM � 3b 2� 5o ut h 13 Place Co TAX I . VVE LINE IT --•• -- v .0- 00 — � , . ..*, .• n� rc� 1evc�ed by the � IEM UNDERbROUND ELECJP HONE/CABLE _ y C c n , _ �Orformance ' h cif r SD SD s 59, , ;,., � d errors an d ,53 _ . o n of I uthori • Cle 1 D .- --- dao � violat � RAIN DRAIN ._ � _ pied sta of �► 1 _ . ,� --.. for the ade va a Ponsib111tq 1 . .11.1 • ,.. -- . ,.. _ - �- designer. .. d 8n pests totall • _ _ gner. Addition% +i ons p w the NEA GAS LINE - Z r reslons r - _ drawings �, to these 19 �.. .. ,- .. -�� _ _ � this date II • \ - .ol woo - X15T1' id' this ►v. \ ow.- _� ., . Yell and vrill teq Hsu �ooePtance 40 / — - 0 1 f 1 _ — _ : = — _ u 4 TALL. for subsequent sod - drawings IME�R ---•' `--" final \ i �•,�- ----�- - acceptance is- su bj \ t t r �, _---�- - ` �� the Public W •,.. ° td mve� b 98 �.r -�+- - �p Wo rks u i v� S y �-- 1 Dat • Pecto3. _ _ T DRAIN = — --- -� _ o Jos . % - ..� - - •� GARAGE \ o - -► _ . ► o� FFE 104 _ COQ -- - FILE � `° - fdn. drain 4 .. -- -- - � • � - � storm 1 - - 4' d1a ./ i ww FLOOR 000 1 %WIA -aM U TV APPROVtO SIDE SEMM Pol 059 i F E B Z 9 20'01 ,,� , o o 4 TALI. r rw rY . \ ape 1;UiQ I r✓ r ' -'i // A IN 2 1 2014 .101.11 4 Le � / 1 _ 1 ✓ '� .ry � s ,�.. v -_ —_ — ,, -- ITEPLAN \ wo�- Of i f 1000, / _ r • 107 1.10 1000, 100, Ole 1011 moompjoMm" 0 %" V1111040 GENERAL DOVE ALL REQUIREMENTS OF THE 14 q 7 UN I FORM BU I LD I NS CODE, ALL APPLICABLE C OVE5 AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. (LD Ir1G GONS'TRL<,TION '1YPE: VN SEISMIC, ZONE: 5 OCCUPANCY GROUP: R - WIND SPEED: 60 MPH FIRE ZONE: 3 EXPOSURE CATEGORY: 15 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRAG INS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PREGEDENGE OVER SGALIED DRAWINGS. SITE WORK ,GENERAL UNLESS A 501LS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER 15 PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERA&E SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTIN65 SHALL BEAR I' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTIN&5 TO BEAR ON FIRM, UVD I STURBED EARTH BELOW ORGANIC SURFACE SOI ALL BACK FILL MATERIAL SHALL BE THOR+OU&HLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERPERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL MINIMUM CLASS AND USE F'G SLUMP SAIGKS / G.Y. A. FOOTINGS 2500 5 -4 5-1/2 B. SLABS ON &RAVE 2500 5 - 4 5 I. AIR ENTRAINING AGENT (SAS TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POS50L I TH 300 SERI E5 (4 oz. PER 1000 OF CEMENT) TO BE USED IN ALL GONG RETE. S. MIX MAY BE DE516NED IN ACGORDANGE WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE. 4. YNATIER TO CEMENT RATIO PER UNIFORM BUILDING GORE. RE I NFORG I N6 5TEEL ASTM A615 GRADE 40, REINPORCIN6 STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. .CONCRETE COVER OF RE I NFQRG I N6 STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 1 -1/2" BEAMS AND COLUMN' NOT EXPOSED TO EARTH OR HEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. CARPENTRY _GENERAL ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUIL.DIN & GORE CHAPTER 23. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BE I HEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BE I HEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BEI HEEN FLOOR JOISTS AND EARTH. ,,UMBER 57REN6THf UUN 1 T5 IN P51) STUDS F V F B E HEM -FIR 03 15 500 1,2001000 STUD 6R.ADE 1,200,000 JOISTS ! RAFTERS HEM -FIR #2 ( 2XIO) '15 I,O I �00�000 HEM-FIR 02 (2x 12) '15 980 1,300,000 BEAMS, HEAVERS, LINTELS i GIRDERS 4" NOMINAL D0U6 -FIR 02 q5 460 1000A000 6" NOMINAL DOUIS -FIR MI 85 1,550 1 X600,000 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) 165 2,400 10001000 STRUCTURAL COMP051TE TIMBERS LAMINATED VENEER LUMBER 285 2 I,g00,000 PARALLEL STRAND LUMBER 2410 2,900 2,000 LOAD I N6 ROOF 15 PSF DEAD LOAD + 25 P5F LIVE LOAD 40 PSF FLOOR 10 PSF DEAD LOAD + 40 P5F LIVE LOAD 50 PSF CEILING 5 PSF VEAD LOAD + 10 PSF LIVE LOAD 15 PSF DECK 5 P5F DEAD LOAD + 60 PSF LIVE LOAD s 65 PSF INTERIOR PARTITION s 7 Pe,F EXTERIOR PARTITION 10 PSF Y4000 BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOGKIN& OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT END5 AND AT ALL WOPORT OF .1015T5 AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "x2 "x3 /I b " PL.f \TE WASHERS a 4'-0" ON CENTER UNLESS NOTED OTHERAI SE. 7" MINIMUM EMBEDMENT. ALL METAL FRAM I N6 ANG+iORS AND HAN&ERS SHOWN ON DRAININ&S SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY 51 MP'.PON COMPANY OR APPROVED EQUAL. PLYYVOOD ALL PLYWOOD WALL AND ROOF 5HEATHIN6 SHALL BE 1/2" GDX, LJhLE NOTED OTHERWISE. MINIMUM NAILING SHALL BE Sd • 6" O.G. AT PANEL E:D6EB AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR S" EATHIN6 SHALL BE 3/4" GDX TONGVE 4 GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAIL I NI& SHALL BE IOd • b" O.G. e PANEL EDGE -5 AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. 5TA66M ALL PANEL EDGE5 AT ROOF AND FLOOR SHEATH I N6. ORIENTED STRAND BOARD (0.5.8) .SHEATHE I N6 PRODUCTS OF EQUIVALENT SPAN RATI N&S SHALL BE ALLOWED. 2LUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL DE DOUG -FIR LARCH, FABR I GATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORK I N& STRESS VALUES OF 2,400 PSI IN BEND I N6, I,! OO PSI IN TENSION, 1,600 P51 IN COMPRESSION PARALLEL TO &RAIN, 560 PSI IN GOMPRE5510N PERPEND I GULAR TO &RA I N AND 165 P51 HORIZONTAL SHEAR (COMBINATION 24r--V4). GLUE LAMINATED TIMEERS TO SE AITG CERTIFIED. USE NAI PROOF GLUE. MANUFACTURED TRU55E5 ALL TRU95E5 SHALL 13E DESIGNED BY R;E&ISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE EN61NEER OR BY A QUALITY CONTROL. A&ENGY SUCH AS THE STATE TRU55 FABRICATORS GOUNG I L . ALL 7RU 5 DE516N5 SHALL BE SUBMIT'T'ED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARI N& WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TR165 BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT HEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUS5E5 TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TI ED INTO THE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM AN I NTE&RAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION ME1- WELL T IGHTEN W BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. D I A60NAL AND SHAY BRAG I N& SHALL BE USED TO BRACE ALL TRUSSES. ALL TRIUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOHS, TOP CHORD 85 PSF OF TRIBUTARY WIDTH BOTTOM CHORD S PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD In PLA!�E5 ALL MASONRY F I REPLAC E5 AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPL I GABLE PORTIONS OF THE UNIFORM BU ILD I N6 CODE AND THE UNIFORM MECHANICAL CODE. FLUM L INER MINI MUM, 5/6" FI CLAY (OR LOU I VAL.ENT) PER UDC . FLUE AREA PER UBG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WE16HT UNLE SPEC I F I CAL.Y DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC CONTROL, AND AN OUTS' IDS SOURCE OF G 3TION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCES 15LE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.G.B.O. SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS 5PECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF Fc I REPLACE OPEN I N6S. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY F I TTI N6 GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION ,GENERAL ' UNLESS NOTED OTHERWISE, INSUL.ATION 5HAt.L COf4FORM TO THE YrASHINOTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1 -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOYCIRS, PARTITIONS AND CkNRNERS. FACE STAPLE BAITS. FRICTION PIT FACED BATT'°S USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY GAP PERM RATING OF ONE (MAX) R -10 INSULATION UNDER ELECTRIC HATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BEI PEEN WALLS AND FOUNDATIONS, WALLS AND ROOF AND WALT. PANELS, OPENIN65 AT PENETRA OF UTILITY SERVICES THROUSH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, &ASKETED OR HEATHER -- STRIPPED TO ,LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS 13E 'l+EEN RESIDENCE AND OARA6E ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REG IUIRE "NT. S. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 265.'13. SITE 19UILT AND MILLY40RK SHOP MADE P400CEN SASH ARE EXEMPT FROM TESTING Wr SHALL 9E A ATHER- STRIPPED, CAULKED AND MADE T16HTLY FITTING. 4. RECESSED L16HT FIXTURES TO LIMIT AIR LEAKAGE PER WS.E.C. PIPIN& FOR HOT WATER / STEAM SYSTEM' OF PIPING FOR GONTINUOUSLY CIRCULATING HOT WATER SERVICE 15 REQUIRED TO BE INSULATED PER THE WS.E.C. SERVICE WATER PIPING SHALL HE INSULATED TO A MINIMUM OF R -3. Y-6POR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE GE IL IN65 ARE APPLIED DIRECTLY TO THE UNDER5IOF OF ROOF RAFTERS, AND AT EXTERIOR YNALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 6" O.G. AND 6AP5 BEI HEMN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/1116. A &ROUND COVER OF 6 MIL (0.006 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL CRAM SPACES. THE &ROUN'D COVER SHALL BE OVERLAppW ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 WA5HINGvTON STATE ENERCGY CODE (Y4.5.E.C) - TABLE 6 -I PRESCRIPTIVE REQUIREMENTS O) FOR &IZOUP R OCCUPANCY CLIMATE ZONE O. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSE:MBLIE5 BUILT IN ANGE YNITH SECTION 601.1 OF THE YN.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A F'ROPOSED EM516N HAS A 6LAZINS RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL GOMP'LY WITH ALL OF THE REQUIREMENTS OF THE 15% 6LAZINS OPTION (OR HI&HM. PROPOSED DESIGNS YNHICH CANNOT MEET THE SPE CIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPL I ANICE BY CHAPTERS 4 OR 5 OF THE WS.E.C. 2. REQUIREMENT APPLIES TO ALL GEILIN65 EXCEPT 51NSLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRANC CEILING. 5. REQUIREMENT APPLICABLE ONLY TO 51NSLE RAFTER OR JOIST VAULTED CEILIN65. 4. BELOW &RAVE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED U5E, AND INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 6022 OF THE W.S.E.C. 5. FLOORS OVER CRAWL- SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RES15TANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORD I NI6 TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.G. 1. NOT USED IN CLIMATE ZONE 1. 8. NOT USED IN CLIMATE ZONE I. 4. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE A5516NED DEFAULT U- rAGTO" FROM TABLE 10-66 OF THE W.S.E.C. 10. YWERE A MAXRMIJM 6LAZIN6 AREA 15 LISTED, THE TOTAL 6LAZIN6 AREA (COMBINED VERTICAL PLUS ) AS A PERCENT OF &ROSS GONDITIONIED FLOOR AREA SHALL DE LESS THAN OR EQUAL TO THAT VALUE, GLAZING WITH L - FACTOR OF Us O.40 OR LESS 19 NOT INCLUDED IN &LAZING AREA LIMITATIONS. 11 . OVERHEAD 6LAZ SHALL HAVE U- FACTORS DETERMINED IN ANCE WITH NF'RC TOO OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. L06 AND SOLID TIMiBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 33 ARE E)ET'IPT FROM THIS INSULATION REQUIREMENT. N I. i DOORS, WINDOWS AND SKYLIGHTS DOORS TO THE EXTERIOR SHALL. HAVE A MAXIMUM 1 -1/2" STEP TO A MINIMUM 56" DEW LANDING. ALL GLAZING SHALL NEST THE REWIR WNT'S OF THE WLS.E.G. TABLE 6-1 UNLESS NOTED OTH MNSE. AEI. I SKY HA INATED GEAR NO ISE. ALL BEDROOM E Y EGRESS WINDOM SHALL HAVE MINIMUM NET CLEAR OFWl OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ADZE WIDTH OF 20" AND A MINIMUM NET CLEAR Olp IN& HEIQrHT OF 24 MAXIMUM FINISHED SILL H1114WT OF 44" ABOVE FLOOR. AML FACTORY SOIL I M TO BE CONSTRUCTED TO PERMIT M INFIL TI 0.3 GFM PIER LINEAL FOOT OF OMERABLE SASH PMIMETEIR AS TMTED BY !STANDARD ASTM E 265."M. SITE BUILT AND MILLAORK SHOP BUILT Y40OPEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL SE MADE YCATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDINS G LASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 03 CFM PER SQUARE FOOT OF DOOM AREA. SEE PLANS FORs 1. MAXIMUM GLAZING AREA. 2. &LAZING MANUFACTURER AND MODEL S. WEIGHTED UA GAL.GUL.ATIONS FOR SUBSTANDARD GLAZINO. SAFETY GLAZING LOCATIONS PER UNIFORM 19UILDINO CODE. I. INGRESS AND EGRESS DOORS. 2. SLIDING 6LA35 DOORS AND SWINSING 6LAS5 DOORS. 3. SHOVM AND BATHTUB ENCLOSURES. .4. &LAZING WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN b0" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN q 5QIUARE FEET THAT I5 LESS THAN 16" ABOVE FINISHED FLOOR. 6. GLAZING IN AL GUARD RAILS. - SCREENS NEW NOT BE PROVIDED AT SKYL16HT5 WEN FULLY GLASS 15 USED AS SINGLE ISLAZIN6 OR IN ALL PANES INSIULIITIN6 UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE NET. I. THE &LAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE H16HEST POINT OF ISLASS 15 NOT MORE THAN 12'-0 ABOVE ANY YrAL.KINS SURFACE OR AsCCESSIBLE: AREA. 9. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY 19UILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE P JOVVISIONS OF THE UNIFORM B UILDINS WOE! AND THE UNIFORM MECHANICAL CODE. HEATING EACH DYELILIN6 UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DE&IREES FAHIIREW -IT AT A HEl6HT OF 'S' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS W61EN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF 19UILPINO ENVELOPE FROM THE YNASHINSTON STATE ENERGY GODEs THE ELEIM OF A BUILDING WWICH ENCLOSE CONDITIONED SPACES T'HROU6H WEIGH THERMAL ENERGY MAY BE TRAMFERED TO OR FROM THE EXTERIOR EXCEPT AS EMV7W BY THE WSE.G. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE 19UILPINS ENVELOPE SHALL OBTAIN AIR FROM O , MEETING THE; PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL. HUIRNIN6 APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ;�. MICT'YNOIRK LOCATION AND 5OLW.,E OF G4t-eUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE L15TED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR IN5TALLATION IN CLOWT5, ALCOVES OR CONFINED SPAGE5 SHALL BE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL GORE. , 'NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENGL05ED 5P'ACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FUFK*4E, E:NCI -05W FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LE55 THAN 12" WIDER THAN THE FLIRNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM NEGHANICAL CODE. LIQUEFIED PETROLEUM 6A5 BURNII N6 APPL I ANGE5 SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION INHERE HEAVIER THAN AIR 6 ASE5 M16HT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEAN5 FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM WZHANICAL GODS. HEATING AND C00LINS APPLIANCES LOCATED IN A &ARA&E AND YNHICH GENERATE A GLOW, SPARK OR FLANS CAPABLE OF I&NITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND SURAIERS OR HEATING ELEMENTS AND SWITCHE5 AT LEAST 16" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE HALL, FLOOR OR CEILING SEPARATING A RESIDENCE (6ROUP B, DIVISION 3 0Cf,UPANGY) FROM A 6ARA6E (&ROUE' M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE &ARA6E ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.OIq" (NO. 26 6ALVANIZED SHEET 6AU6F) AND HAVE NO OPENINGS INTO THE 6ARA6E PER THE UNIFORM BUILDING CODE. AARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAM SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL GORE. EVERY APPLIANCE M516NED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM GOMPLYINS WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B &AS VENT OT TYPE SW &A5 VENT SHALL 13E INSTALLED IN AC40RDANCoE WITH THE TERMS OF ITS L15TIN6, MANUFACTURERS iN5TALLATION IN5TIRUCTION5 AND THE REQUIREMEM^5 OF THE UNIFORM MECHANICAL GODS. A TYPE B OR SW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LE95 THAN 2' -0" A00VE THE HIGHEST POINT Y+ME THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUIL.DIN& WITHIN 10'-O" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN YNH I GH THE APPL I AN , E 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO GONEUSTIBL.ES PER THE UNIFORM MECHANICAL CODE. AT I N6 EQUIPMENT ALL HEATING EWIPMENT SHALL MEET THE REQUIREMENTS OF THE Ig8'T NATIONAL APPLIANCE ENER6Y CONSERVATION ACT (NAECA) AND BE 50 LAaMJW. EWIPNENT SHALL ALSO C04IPLY YOUTH SECTION 1411 OF THE YN.SE.C. NVAG EQUIPMENT FOR LOIN -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF M516N LOAD V J�� to o� i r FLEA NO � %xil IL To I1.0 ✓A1W rlir,siri" la` ,INTE6RATE0 INHQLC HOUSE VENT SYSTEM SPECIFICATION5 FROM THE 2000 AA.&HINOTON STATE VENTILATION AND INDOOR AIR GWALITY CODE FOR THE INT'ZRMIITTENTLY OPMATIV INTftRATED FORGED AIR VENTILATION SYSTEM. I. SOURCE 5PE 1INICo VENTILATION REJIRVIININ & A. E)WAUST FAN RE. UIREMENT'Ss I. JDATHROOMS, LAUNDRIES AND POWt7ER ROOM5 - 50 GFM • 0Z5" W6. 2. 4KITGHETe - 100 GFM a Oar W.G. RANdE HOOD'S AND Dom DRAFT RANGES MAY VE RATED AT 100 C 1 M • 0.10" KO. (MIN) A4ZW USM FOR EXHAUST FAN REWIREN E!". 9. EXHAUST DUC REQUI s I. VE INSULATED TO R-4 (MIN) IN UNCONDITIONED SPACES. 114 Z. DE EQUIPPED WITH A BACK DRAFT DAMPER. S. TERMINATE OUTSIDE THE! BUILDINS. 4. COMPLY WITH TABLE 5 - 5 ON THIS SHEET. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE RDOMS THE FORCED AIR !SYSTEM USING THE FOLLOWING NETHIOD. B. PRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE S IZED ACC,ORDINb TO TABLE 9 ON THUS SHEET. IS. BE DUCTED FROM THE EXTERIOR AND GONNEGTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE Co. BE INSULATED? TO IR-4 (MIN) Ill LOCATED WITHIN HEATED SPACES. D. BE ITEGTCD FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOMNS ARE"? I. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THIREE FEET ABOVE THE FRESH AIR INLET. 2. WWERE IT WILL PICK UP OR MC.TIONABLE ODORS, FUMES OR VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAYING FUEL BURNING APPLIANCES THEREIN. D. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING ORAINA6E SYSTEM, UNLESS THE VENT OPENING 15 AT LEAST THREE FEET AsSOVE THE FRESH AIR INLET. 6. ATTICS, CRAY. SPACES OR OARAOM. , 4. THE INLET DUCT SHALL BE EMC0UII°}°Et7 WITH ONE OF THIS FOILLOKN& k A. A MOTORIZED DAMPER CONEC,TED TO THE AUTOMATIC CONTROL TIMED, OR 8. A FIXED DAMPER INSTALLED AND SET TO MEET M FLOW RATES A5 S!°!°.GIFIED IN TABLE 5-2 ON THIS SHEET, OR G. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE OF 0.10" WATER 6AUW3E AT THE POINT INHERE THE OUTSIDE AIR DUCT 15 it CONNECTED TO THE RETURN AIR PLENUM. S. THE VENTILATION SYSTEM SH4ALL. BE BY A 24 -HOUR GLOOK TIMER INSTALLED IN A READILY ACCIESSIBLE LOCATION. THE TI1''R SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL . INSPEGTtON THE TIMER SHALL BE SET TO OPE'TRATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF E16HT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READ " YWOLE ;HOUSE VENTILATION (SEE OPERATING IN51RUrGTIONS)". NOTE% KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED YWOLE HOUSE EXHAUST FAN WITH A MINIMUM SOME RATING OF IS AND SIZED Ai4cORDIINiq TO TABLE 3-2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THUS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE 9UILDINIS CAVITIES. INTERIOR DOORS SHOULD BE UNVMRCAM ONE HALF INCH (1/2 AEOVE THE FINISHED FLOOR TABLE 3 -2 ` VENTILATION RATES FOR ALL GROUP R OCGUPANCIE S FOUR STORIES AND LESS" MINIMUM AND MAXIMUM VENTILATION RATESs C45IG FEET PER MINUTE (GFMU FLOOR AREA, FT IO MAXIMUM LENGTH FEET A 2 5 IZ 4 4 5 b OPTION &LAZING OLAZIN6 U- FACTOR I POOR GEILINb VAULTIED MA" VAA"- r04L.L- FLOOR SL.AD 8 AREA. LL-FACTOlt MAX. GEIL_INO ABOVE INT. Exr. ON MAX. �I MAX. X OF MAX. MIN. MAX. GRAVE CELOry VELC" BRAVE 98 MOOR VERTICAL OVERMEAD 143 110 165 125 ORAVE GRAVE 210 Fil. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R- I O R -30 R -1 O 130 15% 0.40 0.56 0.20 R -38 R -30 R -21 R -21 R -10 R - R-10 III. UNL I MITED 0.40 0.56 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -IO 60 dIROUr R-5 q5 143 110 165 125 188 140 210 155 233 OCr%wANGY 10 105 85 128 100 150 115 1 130 lq5 ONLY 218 160 240 2501 -5000 - 75 113 qO 135 105 O. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSE:MBLIE5 BUILT IN ANGE YNITH SECTION 601.1 OF THE YN.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A F'ROPOSED EM516N HAS A 6LAZINS RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL GOMP'LY WITH ALL OF THE REQUIREMENTS OF THE 15% 6LAZINS OPTION (OR HI&HM. PROPOSED DESIGNS YNHICH CANNOT MEET THE SPE CIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPL I ANICE BY CHAPTERS 4 OR 5 OF THE WS.E.C. 2. REQUIREMENT APPLIES TO ALL GEILIN65 EXCEPT 51NSLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRANC CEILING. 5. REQUIREMENT APPLICABLE ONLY TO 51NSLE RAFTER OR JOIST VAULTED CEILIN65. 4. BELOW &RAVE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED U5E, AND INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 6022 OF THE W.S.E.C. 5. FLOORS OVER CRAWL- SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RES15TANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORD I NI6 TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.G. 1. NOT USED IN CLIMATE ZONE 1. 8. NOT USED IN CLIMATE ZONE I. 4. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE A5516NED DEFAULT U- rAGTO" FROM TABLE 10-66 OF THE W.S.E.C. 10. YWERE A MAXRMIJM 6LAZIN6 AREA 15 LISTED, THE TOTAL 6LAZIN6 AREA (COMBINED VERTICAL PLUS ) AS A PERCENT OF &ROSS GONDITIONIED FLOOR AREA SHALL DE LESS THAN OR EQUAL TO THAT VALUE, GLAZING WITH L - FACTOR OF Us O.40 OR LESS 19 NOT INCLUDED IN &LAZING AREA LIMITATIONS. 11 . OVERHEAD 6LAZ SHALL HAVE U- FACTORS DETERMINED IN ANCE WITH NF'RC TOO OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. L06 AND SOLID TIMiBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 33 ARE E)ET'IPT FROM THIS INSULATION REQUIREMENT. N I. i DOORS, WINDOWS AND SKYLIGHTS DOORS TO THE EXTERIOR SHALL. HAVE A MAXIMUM 1 -1/2" STEP TO A MINIMUM 56" DEW LANDING. ALL GLAZING SHALL NEST THE REWIR WNT'S OF THE WLS.E.G. TABLE 6-1 UNLESS NOTED OTH MNSE. AEI. I SKY HA INATED GEAR NO ISE. ALL BEDROOM E Y EGRESS WINDOM SHALL HAVE MINIMUM NET CLEAR OFWl OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ADZE WIDTH OF 20" AND A MINIMUM NET CLEAR Olp IN& HEIQrHT OF 24 MAXIMUM FINISHED SILL H1114WT OF 44" ABOVE FLOOR. AML FACTORY SOIL I M TO BE CONSTRUCTED TO PERMIT M INFIL TI 0.3 GFM PIER LINEAL FOOT OF OMERABLE SASH PMIMETEIR AS TMTED BY !STANDARD ASTM E 265."M. SITE BUILT AND MILLAORK SHOP BUILT Y40OPEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL SE MADE YCATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDINS G LASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 03 CFM PER SQUARE FOOT OF DOOM AREA. SEE PLANS FORs 1. MAXIMUM GLAZING AREA. 2. &LAZING MANUFACTURER AND MODEL S. WEIGHTED UA GAL.GUL.ATIONS FOR SUBSTANDARD GLAZINO. SAFETY GLAZING LOCATIONS PER UNIFORM 19UILDINO CODE. I. INGRESS AND EGRESS DOORS. 2. SLIDING 6LA35 DOORS AND SWINSING 6LAS5 DOORS. 3. SHOVM AND BATHTUB ENCLOSURES. .4. &LAZING WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN b0" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN q 5QIUARE FEET THAT I5 LESS THAN 16" ABOVE FINISHED FLOOR. 6. GLAZING IN AL GUARD RAILS. - SCREENS NEW NOT BE PROVIDED AT SKYL16HT5 WEN FULLY GLASS 15 USED AS SINGLE ISLAZIN6 OR IN ALL PANES INSIULIITIN6 UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE NET. I. THE &LAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE H16HEST POINT OF ISLASS 15 NOT MORE THAN 12'-0 ABOVE ANY YrAL.KINS SURFACE OR AsCCESSIBLE: AREA. 9. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY 19UILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE P JOVVISIONS OF THE UNIFORM B UILDINS WOE! AND THE UNIFORM MECHANICAL CODE. HEATING EACH DYELILIN6 UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DE&IREES FAHIIREW -IT AT A HEl6HT OF 'S' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS W61EN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF 19UILPINO ENVELOPE FROM THE YNASHINSTON STATE ENERGY GODEs THE ELEIM OF A BUILDING WWICH ENCLOSE CONDITIONED SPACES T'HROU6H WEIGH THERMAL ENERGY MAY BE TRAMFERED TO OR FROM THE EXTERIOR EXCEPT AS EMV7W BY THE WSE.G. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE 19UILPINS ENVELOPE SHALL OBTAIN AIR FROM O , MEETING THE; PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL. HUIRNIN6 APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ;�. MICT'YNOIRK LOCATION AND 5OLW.,E OF G4t-eUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE L15TED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR IN5TALLATION IN CLOWT5, ALCOVES OR CONFINED SPAGE5 SHALL BE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL GORE. , 'NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENGL05ED 5P'ACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FUFK*4E, E:NCI -05W FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LE55 THAN 12" WIDER THAN THE FLIRNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM NEGHANICAL CODE. LIQUEFIED PETROLEUM 6A5 BURNII N6 APPL I ANGE5 SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION INHERE HEAVIER THAN AIR 6 ASE5 M16HT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEAN5 FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM WZHANICAL GODS. HEATING AND C00LINS APPLIANCES LOCATED IN A &ARA&E AND YNHICH GENERATE A GLOW, SPARK OR FLANS CAPABLE OF I&NITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND SURAIERS OR HEATING ELEMENTS AND SWITCHE5 AT LEAST 16" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE HALL, FLOOR OR CEILING SEPARATING A RESIDENCE (6ROUP B, DIVISION 3 0Cf,UPANGY) FROM A 6ARA6E (&ROUE' M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE &ARA6E ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN O.OIq" (NO. 26 6ALVANIZED SHEET 6AU6F) AND HAVE NO OPENINGS INTO THE 6ARA6E PER THE UNIFORM BUILDING CODE. AARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAM SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL GORE. EVERY APPLIANCE M516NED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM GOMPLYINS WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B &AS VENT OT TYPE SW &A5 VENT SHALL 13E INSTALLED IN AC40RDANCoE WITH THE TERMS OF ITS L15TIN6, MANUFACTURERS iN5TALLATION IN5TIRUCTION5 AND THE REQUIREMEM^5 OF THE UNIFORM MECHANICAL GODS. A TYPE B OR SW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LE95 THAN 2' -0" A00VE THE HIGHEST POINT Y+ME THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUIL.DIN& WITHIN 10'-O" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN YNH I GH THE APPL I AN , E 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO GONEUSTIBL.ES PER THE UNIFORM MECHANICAL CODE. AT I N6 EQUIPMENT ALL HEATING EWIPMENT SHALL MEET THE REQUIREMENTS OF THE Ig8'T NATIONAL APPLIANCE ENER6Y CONSERVATION ACT (NAECA) AND BE 50 LAaMJW. EWIPNENT SHALL ALSO C04IPLY YOUTH SECTION 1411 OF THE YN.SE.C. NVAG EQUIPMENT FOR LOIN -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF M516N LOAD V J�� to o� i r FLEA NO � %xil IL To I1.0 ✓A1W rlir,siri" la` ,INTE6RATE0 INHQLC HOUSE VENT SYSTEM SPECIFICATION5 FROM THE 2000 AA.&HINOTON STATE VENTILATION AND INDOOR AIR GWALITY CODE FOR THE INT'ZRMIITTENTLY OPMATIV INTftRATED FORGED AIR VENTILATION SYSTEM. I. SOURCE 5PE 1INICo VENTILATION REJIRVIININ & A. E)WAUST FAN RE. UIREMENT'Ss I. JDATHROOMS, LAUNDRIES AND POWt7ER ROOM5 - 50 GFM • 0Z5" W6. 2. 4KITGHETe - 100 GFM a Oar W.G. RANdE HOOD'S AND Dom DRAFT RANGES MAY VE RATED AT 100 C 1 M • 0.10" KO. (MIN) A4ZW USM FOR EXHAUST FAN REWIREN E!". 9. EXHAUST DUC REQUI s I. VE INSULATED TO R-4 (MIN) IN UNCONDITIONED SPACES. 114 Z. DE EQUIPPED WITH A BACK DRAFT DAMPER. S. TERMINATE OUTSIDE THE! BUILDINS. 4. COMPLY WITH TABLE 5 - 5 ON THIS SHEET. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE RDOMS THE FORCED AIR !SYSTEM USING THE FOLLOWING NETHIOD. B. PRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE S IZED ACC,ORDINb TO TABLE 9 ON THUS SHEET. IS. BE DUCTED FROM THE EXTERIOR AND GONNEGTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE Co. BE INSULATED? TO IR-4 (MIN) Ill LOCATED WITHIN HEATED SPACES. D. BE ITEGTCD FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOMNS ARE"? I. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THIREE FEET ABOVE THE FRESH AIR INLET. 2. WWERE IT WILL PICK UP OR MC.TIONABLE ODORS, FUMES OR VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAYING FUEL BURNING APPLIANCES THEREIN. D. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING ORAINA6E SYSTEM, UNLESS THE VENT OPENING 15 AT LEAST THREE FEET AsSOVE THE FRESH AIR INLET. 6. ATTICS, CRAY. SPACES OR OARAOM. , 4. THE INLET DUCT SHALL BE EMC0UII°}°Et7 WITH ONE OF THIS FOILLOKN& k A. A MOTORIZED DAMPER CONEC,TED TO THE AUTOMATIC CONTROL TIMED, OR 8. A FIXED DAMPER INSTALLED AND SET TO MEET M FLOW RATES A5 S!°!°.GIFIED IN TABLE 5-2 ON THIS SHEET, OR G. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE OF 0.10" WATER 6AUW3E AT THE POINT INHERE THE OUTSIDE AIR DUCT 15 it CONNECTED TO THE RETURN AIR PLENUM. S. THE VENTILATION SYSTEM SH4ALL. BE BY A 24 -HOUR GLOOK TIMER INSTALLED IN A READILY ACCIESSIBLE LOCATION. THE TI1''R SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL . INSPEGTtON THE TIMER SHALL BE SET TO OPE'TRATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF E16HT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READ " YWOLE ;HOUSE VENTILATION (SEE OPERATING IN51RUrGTIONS)". NOTE% KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED YWOLE HOUSE EXHAUST FAN WITH A MINIMUM SOME RATING OF IS AND SIZED Ai4cORDIINiq TO TABLE 3-2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THUS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE 9UILDINIS CAVITIES. INTERIOR DOORS SHOULD BE UNVMRCAM ONE HALF INCH (1/2 AEOVE THE FINISHED FLOOR TABLE 3 -2 ` VENTILATION RATES FOR ALL GROUP R OCGUPANCIE S FOUR STORIES AND LESS" MINIMUM AND MAXIMUM VENTILATION RATESs C45IG FEET PER MINUTE (GFMU FLOOR AREA, FT MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOW5 I BEDROOMS 4 INCH 25 4 1 NCH 10'-0 0 3 50 2 OR LESS 3 4 5 6 1 6 INCH 8 b INCH MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 600 50 15 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 10 105 85 126 100 150 115 113 130 Iq5 145 218 1001 -1500 60 4 10 15 113 410 135 105 158 120 180 135 203 150 225 1501 -2000. 65 418 60 120 q5 143 110 165 125 188 140 210 155 233 2001 -2500 10 105 85 128 100 150 115 1 130 lq5 145 218 160 240 2501 -5000 - 75 113 qO 135 105 158 120 180 135 2031 150 225 165 248 3001 -9500 80 120 q5 143 110 165 125 188 140 210 155 233 1"10 255 3501 -4000 85 126 100 150 115 1'13 130 Iq5 145 218 160 240 115 263 4001 -5000 q5 143 110 165 125 188 140 210 155 233 110 255 185 218 5001 -6000 105 156 120 180 135 4203 150 225 165 246 160 210 Iq5 2q3 6001 -1000 I :5 113 130 Iq5 145 216 160 240 115 263 MO 285 205 308 1001 -8000 125 188 140 210 155 233 110 255 185 218 200 300 215 323 6001 -gOCI'll 135 203 150 160 225 240 165 1 115 248 2 63 160 I qO 210 285 Iq5 205 2 308 1 210 220 315 330 225 235 338 353 _ >MOOC 1 145 2161 " FOR RESIDENCES THAT EXCEED 6 BE `ROOMS, INCREASE THE MINIMUM REMIREMENT LISTED FOR 6 B BY AN ADDITIONAL IS CFM PER IROOM. THE MAXIMUM CFM 15 EQUAL TO 13 TINS THE MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTED CFM • 0.25" IN.6. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOW5 I 50 4 INCH 25 4 1 NCH 10'-0 0 3 50 5 INCH q0'-O" "S INCH 100' -0" 3 50 6 INCH NO LIMIT b INCH NO LIMIT 3 80 4 INCH 2 WA 4 I NCH 20 3 80 5 INCH 15 . S INCH .. 100' -0" 3 80 6 INCH q0' - 0" - INCH _ J O LIMIT 3 100 S I N ,H 2 WA 5 INCH _ 50' --0" 3 100 6 INCH 45' -0" b INCH NO LIMIT 3 125 6 INCH 15' -0 ,,. _- 6 INCH NO LIMIT 3 125 1 INCH 10 -0" 1 INCH NO LIMIT 3 NOTE: 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABL PRESCRIPTIVE INTEGRATED FORGED AIR SUPPLY DUCT SIZING REQU I RED FLOW (CFM, PER TABLE 3 -2 MINIMUM SMOOTH DUCT DIAMETER MINI MUM F=LEXIBLE DUCT DIAMETER MAXIMUM LENGTH „ .�_ . ",-I MAXIMUM NUMBER OF EL13OY45 2 50 -W 6 1 NGH 1 I NGH 20' -0" 3 80 -125 "7 INCH 6 ;w--H 20 -0 3 15- 115 8 INCH 10 I NGH 20' - 0 " 3 110 -240 q INCH II INCH 20' -0" 3 NOTES I. FOR LENST'HS OVER 20 FET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS N UMDMIN6 MORE THAN 3 INCREASE DUCT DIAME'TLR I INCH DUCT rRK I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAM5 SHALL BE AIRTIGHT PER THE UNIFORM MECHANICAL CODE. B. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MECHANICAL GORE. 4. DUCT INSULATION BE INSTALLED IN AC44RVANCE WITH THE UNIFORM MECHANICAL CODE. 1 LAwrWand that the Plan Check approvals area d tO wM and o: iNiMm and app vm d p s n alutk, ize t violation o f vio of e + ar opted o aftnance. Receipt of =$. tractor's Copy Of approved plans S*nowledWed ft 4 Dare ....� P M No. SEPARATE PERMIT REQUIRED FOR. `,MECHANICAL LECTRICAL W PIN" CITY OF TUIMILA RUtt.al�!C, ri1V'�l 1� hry ve SAN � 1 u N � �r C u r n Vi U t < 5t� L)V Q� WrrtF Z Wy z< Al 4 W �Z 4) J < N l 'n Cr ll�� fn La < KO C A W3i`_ OUVf-�� LLI LA m w_ frULj F woo �WU a0< �lr W<xwslxw N U i W U 3 v - 0 w W�� 2 N [t o�q 3LL g g N N qT �oCl) M N z� , �Uw >o_j J o O 2 N v v- r i I I I� x . 01gV 8Y: OATS: NO 1 /1I/'l'a► 4TLUL B Y: DATE: `A 10/30 /a -"Wm /v: GAIL (0 � r I _ 2►`G (' D.i�.r� i Dh �_l3A1`! Z_4_ I�Ps ON FRA t FOUND ATION MEN51 ON RAM I N6 4 F.Q_Qh AT I ON DIMENSION DI MEN510N 2x 'STUDS PER `LAN I MEN510Tr SLAB OR 7 --- --- 2x STUDS PER PLAN FO I MEN510N UNDATION _ W � -- BATT IN5ULATION PER PLAN FINISH PER ELEVATION OVER 2X 5TUD5 PER PLAN U �"INISH PER ELEVATION OVER T BAT? INSULATION PER PLAN A TT IN A I - R P AIR INFIL PAPER IE Zx P. T. SILL PLATE W/ LIRA ON BARRIER SUL ON PE LAN FINISH PER ELEVATION OVER GATT INSULATION PER PLAN OVER SHEATHING PER PLAN ANCHOR BOLT5 PER SHEAR tnv AIR �NFILTRA ? LB. BUILD TI PAP ON BAER , '1 LB. BUILDING PAPER OR FINISH PER ELEVATION OVER WALL SCHEDULE 12" MAX. : T! RRIER FINISH P ELEVATION ' PER ELEON OVER 2 AIR INFILTRATION BARRIER 3/4 T.tb. PLYWOOD SUBFLOOR M ENDS t '1 MIN. 2X STUDS PER PLAN 3/4 D 6. PLYWOOD SUBFLOOR X STUDS PER PLAN �} '1 LB. BUILDINb PAPER OR FRO OVER SHEATriINb PER �'�AN >• BLUED a NAILED "I LB. BUILDING PAPER OR �.. , AIR I NF ! LTRA'' :ON BARRIER - -13ATT INSULATION PER PLAN OVER SHE ATH I N6 PER PLAN BLUED t NAILED AIR INFILTRATION BARRIER EMBEDMENT (ELSEWHERE USE OVER 5HEATHING PER PLAN OVER SHEATHING PER PLAN BATT INSULATION PER PLAN '3/8" VIA. X IO" ANCHOR BOLTS BAIT INSULATION PER PLAN BATT INSULATION PER PLAN O 46" O.CJ Z - FLASHING i NERVASTROHL OR FLASHING NERVASTROHL OR FLASHINb Z - FLA5HIN6 FOR WATERPROOFING, 5/4" T. a G. PLYWOOD 5UBFLOOR Z - FLASHING WOOD TR Ni � ' I I FOR WATERPROOF I N6 9/4 T.4(9. PLYWOOD SUBFLOOR WOOD TRIM GLUED a NAILED WOOD TR!M GLUED t NAILED OPTIONAL J5T5 OPTIONAL , �" OPTIONAL 4 R b" MIN. FLR. . PER PLAN - FLR. J5T5. PER PLAN b" MIN. " GONG SLAB OVE �� svta , _ 4" GONG. SEAS b" , MAX. IN. G. 3 0" MAX. 4 MIILL. BL V . B. OVER . - Z ` �vh 30 MAh. 30 4 GON 1 2X P. T. SILL PLATE W/ j� ? �- N s } ^X P. T. SILL PLATE A/ • ANCHOR BOLTS PER SHEAR , • (1) 04 HAR I ' • " ° j 46 ANCHOR BOLTS PER SHEAR .. (1) M4 BAR CONTINUO NUOU� I� • a m z a CONTINUOUS r2 1 WALL SCHEDULE 12 MAX. • • _ l v WALL SCHEDULE 12' MAX . �.. .• , (1) 04 BAR I. „ •', s F a < w I• • FROM ENDS a MIN, FLR..1 PER PLAN CONTINUOUS FL I 7" MIN. FROM EN05 t •• • . ' . R. JSTS PER PLAN M.. • • • • • • • ♦ • • • • • • . . EMBEr '"ENT (ELSEWHERE USE Z STUB OUT #4 BAR X 24 "' -_ 2X P. T. SILL PLATE A/ _ _ . l II EMBEDMENT (ELSEWHERE USE STUB OUT �4 BAR X 24" � � a ' X - / 4 t 8 D O Gx !O" ANCHOR BOLTS ® 18" O.G. _ __ - '• °� °� ANCHOR BOLTS PER SHEAR - - -- UL ' ��. 5/8" DIA. X 10" ANCHOR BOLTS Z O 18" O.G. _ _ -- ••e\ '• AN P. T. SILL PLATE W/ I Lf , , , , , , ,o z ) - I - WALL SCHEDULE 12 MAX. z X Y I I L „ _ ° ANCHOR BOLTS PER SHEAR Q T , GHTL I NE - I T 1 r O 48 O.C.) _ + X ' WALL SCHEDULE 12" MAX. Z i TORM DRAIN - -= ~- #4 BAR VERTI ® 18" O.G. 41 (I) M4 SAR GON 1`10005 _ _ _ FROM ENDS t 7 MIN. Q TIGHTLINE I I (I) M4 BAR CONTINUOUS �I F '� I ? Q TI6HTL c -► i :�- - I Ih EMBEDMENT (ELSEWHERE USE STORM DRAIN - 04 BAR VERTICAL O 18 D.G. '� - I N « ROM ENDS i 1 M N. STORM D I -" - EMBEDMENT (ELSEWHERE USE REQUIRED - - -- W/ ALTERNATE $ENDS �4 BA►.R VERT!GAL e l8" O.G. �� = • W/ ALTERNATE BENDS � �4 BAR VERTICAL • 18 O.G. -� _ •�� w � - - �� 5/8 D I A. X i O ANCHOR BOLTS d� • - 1 F RFQU I RED I � - -� �2 . = i F REQU I RED w _ m u - a +-IORIZONTAL • O O.G. W/ ALTERNATE BENDS =i I I • 48" D.G.) - - t HORIZONTAL O 10 O.G. W/ ALTERNATE BENDS L� ,° 5/6 DIA. X 10 ANCHOR BOLTS T =- -� -6 MIL. BLACK V. B. t HORIZONTAL a 10 O.G. JI �- - I(1 II -t 6 M!L. BLACK V. B. a HORIZONTAL • 10" O.G. �' 1 • • 48 O.G) - •- �j W b M11.. BLACK V.B. I II - N -.t- • , , •• - -- _K V.B. - BAR V'rRTIGAL O 18 O.G. • • II • ---�-� i t s, -I -- • . , , , ' • -- • ° u• ' _ , • Al ALTERNATE BENDS D < V) W 1I �•- _ -- _ IF :• i HORIZONTAL • 10" O.G. o v+ I�� II I if ,• W 14 " '"", C2) *4 BAR GONT �_' �� : ,� • . , N I NUDU5 ` oc � Z v o C3 N (2) 4 BAR CONTINUOUS "' _ ! J� _•_ (2) M4 BAR CONTINUOUS -� - -- • J (D ° , '�' "'� - (2) #4 BAR CONTI NLDUS �' _ z o k' . (2) �4 BAR GONTII�UOU� W �'^ a • �_ $< 4" DIA. PERF. �� 6 3" _ 4" DIA. PERF. '� " " _ „ 4" 01 f\ PERF. 4 . _ 4" DIA. PERF. 4" " 4" „ 4 VIA. PERF. dzw�3r�>�a� <� Ld FOUNDATION DRAIN �I SCALE I" - 1' -O" - - --� " 1 . b � 5G 1 - I - _ FOUNDATION DRAIN �-E O FOUNDATION DRAIN 'SCALE . I - 1 O FOUNDATION ON DRAIN — SCALE I = 1 -D " = I' -I FOUNDATION DRAIN ,SCALE I 1 60" FOUNDATION NALL 2 6 FOUNDATION WALL W✓ SLAB 3 8" FOUNDATION WALL 4 FOUNDATION 8 MALL �/ SLAB � GARAGE FOUNDATION Y�IALL. FRAMING a FOUNDATION NOTE: SPACING BETYVEEN INTERMEDIATE cy F I NG MATERIAL PER 2 X ST z D ! MENS I ON bUARDRA I L TO BE A MAX. OF ELEVATION OVER BU I LD I N6 z UDS PER PLAN I I/4" VIA. MIN. 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. PAPER t SHEATHINb PER PLAN W F- BAT''' INSULATION PER PLAN FLR. JSTS. PER PLAN FLR. T R PLAN SHALL NOT PA55 THROUGH ANY OPENING 3 v J5 S. PE L CONT. HANDRAIL _ INSTALL 5/8" TYPE 'X' OF FRAMING w w ^ W SATT INSULATION PER PLAN 3 W S BATT INSULATION PER PLAN BATT INSULATION PER PLAN BALUSTERS TO CONFORM • MMEIMBERS PER PLAN W J ! _ TO UBG SEC. IOD6 A a 50q ,_ v 3/4" T. PLYWOOD INSULATION BAFFLE TO kn cr SUBFLOOR GLUED a NAILED 3/4" T.tG. PLYWOOD SUBFLOOR 3/4" T.4(5. PLYWOOD SUBFLOOR BATT INSULATION EXTEND 12" ABOVE ? a GLUED t NAILED GLUED t NAILED X PER PLAN ! INSULATION WITH 11/2" CLEAR AIRSPACE S O n i I VENTED 2X BLOCKING w _, W/ (3) 2" VIA HOLES m PER 24 O.G. $ $ } 4 SOLID BLOCKING SOLID BLOCK I N6 FASCIA BOARD w FLR. J5T5. PER PLAN 4 GONG. SLAB y cm TIER PLAN L_ V N -� 2X P. T. SILL PLATE ?V ANCHO z_ O0\/I 6 MIL. BLACK V.B. T I - R BOLTS PER SHEAR BEAM PER PLAN Z \ 2X P. T. SILL PLATE W/ ° OVER 4" GRANULAR FILL I)4 BAR WALL SCHEDULE 12" MAX _ BEAM 5 CONTINUOUS a N ANCHOR BOLTS PER SHEAR � 1 . , Z X CONTINUOUS ! I FROM ENDS t 1' MIN. • �< METAL 2 X 4 CLEAT � O PER P AN z v WALL SCHEDULE 12 MAX. 4 _ L FROM ENDS a r ' MIN. ►t { 4 I EMBEDMENT (ELSEWHERE USE < EACH SIDE 0 q" MIN. w w w z EMBEDMENT " ELSEWHERE Il ' . • • • .. • • . • .. , . , .. , _ _ � 5/5 8 D 0 A G X 10 ANCHOR BOLTS = z BOTTOM OF BEAM t`I T1,ZE� - Z :3 v w USE 5/8 DIA. X 1 O ANCHOR j . .. •, • . '. ' ..'•_• ..'• • , . • .. • • . ' � P. T. POST PER PLAN z w Q ,. • , T • • • • , • • , • , " • , " • , " 4 BAR VERTI G STAIR I R INSTALL -j o �� I >w u. AL • 18" C.C. O.G . 2 S I MP50N A54 BEL N5 ALL 5/8" (3) Ibd NAILS Q E;OLTS ®48 D.G.) � .. ,- 1 " QJ 0 4 BAR VERTICAL a 18" O.G. ° .... 6 MIL. BLACK V. B. , • 41 W/ ALTERNATE BENDS ry FRAMING ANCHORS 6 MIL. BLACK V. B. TYPE 'X' 6.W (2) LAYERS EACH TRU55 8d NAILS • Q _ � I =I � I � =I I I � (- �� `- O EACH P05T I HORIZ ONTAL �� VV ALTERNATE BENDS -- — — '— a HORIZONTAL a 10 O.G. • CEILING, (IrL.AYER O WALLS b O.G. z I I I —I I —I I h I I —I _ - -- N _ I 51MT'�.�ON H-I SEISMIC TIE • ONTAL a l0 O.G. •• I• I- -� I I—J I I =I I I I I•= 1 11 =1 I I= 1 =i I =I 1 = 6 MIL. BLACK V. B. I Ir — — — — — — I I— I --= I I �I ° •• _ - I 1 1 .--11 ! III -� I �- _ �_) I I •- =' I =III r ° (3) 2X12 STR.IN6ER5 48 O.G. _ • . li t, t —, , — _ ., I I= I =1 L. I -== 1 I I w .. . vI I I =1 I I =1 1= OVERHAN6 co I IC I I, ; ,III= 1 =1 I, l - l�l ., .. . I I ImJ 11-� 1 PER PLAN .. ° • •a • •• 2x STUD • I I=1 I - -a (2) *4 BAR CONTINUOUS �, 2) #4 BAR CONTINUOUS 2)4 BAR CONTINUOUS FIRE BLOCKING a MID -SPAN S PER PLAN - _ 4 4 I 4 FINISH PER ELEVATION OVER • • �� \— - Z LB. BUI LD IN6 PAPER OR AIR INFILTRATION BARRIER l 4 L 8" 4" BATT INSULATION PER PLAN - OVER SHEATHING PER PLAN SCALE: I" = (' -O" SCALE I" = i' -O" 2X4 THRUST BLOCK SCALE I = 1' -O" NOT TO SCALE SCALE I" = I'-O" 6 MOUSE /GARAGE FOUNDATION NALL 7 8" INTERIOR STEM MALL 8 CONT I NUOUS FOOTING NTER I OR 5TA I R 1 O FLAT CF I L. I NG 4 SAVE TYPICAL ROOF t CRICKET TYPICAL ROOF DIAPHRAGM 2 X b BUILT -UP CURB I DIAPHRAGM SHEAR WALL PER PLAN ROOF FRAMIN& SHEATH TRUSS I r SHEATH TRUSS MEMBERS PER PLAN SKYLIGHT SIZE PER PLAN W/ PER P i -b i PER PI-6 8d e 6 O.G. 4" MIN CU RB FLASHING AS U.N.O. ad NAILS a 6" O.0 . REC O MEN AM LAMINATED A55� SLOGI�NG 4 PREFABR!GATED THROUGH SHEATHING _� TRU55 ® 24" O.G. INTO LEDGER 2x FIRE BLOCKING +12' -0" A.F.F./ 2 LAYERS TEMPERED PROVIDE INTERMITTENT SEE PLAN (2) 2X4 \ GLASS O - 12' -0" A.F.F.) FRAMING A5 REQUIRED - -' 2x4 BLOCKING ` � RAFTERS OR TRU55 BEYOND WALL TO MATCH ROOF FRAMING (2) Ibd NAILS ® 2xb SOLID 2X4 HAILERS MEMBER PER PLAN � EACH STUD BLOCKING IOa ®4" O.G. A35 ®24" O.G. Ibd a b" O.G. 2x BLOCKING • 48" D.G. ' U.N.O. BETWEEN STUDS BATT INSULATION 2x AS RE Q I URED PER PLAN t ; t • . , ad a b" O.G. SLOPED 2x LEDGER (ONE (2) 2X4 SHEAR 1hAL U.N.O. HANGER SIZE LARGER THAN !a •' ••• G MEMBER), Ibd a b" O.G. 5�+E.AR WALL PRAMIN 2X4 INFILL FRAMING (SEE PLANS) (SEE PLANS) SHEAR WALL OR 50LI D BI (3) Ibd TO BLOGKI NG _ _ _ _ _ _ _ _ _ _ , 65EE PLANS) ; CY EACH END TYP. + --- _ ` SHEAR Y�IALL PER PLAN -5/8" TYPE "X" tu 51M SCALE I• z 1_p , •f � . , !. kl O NOT TO SCALE NOT TO SCALE NOT TO SCALE �� F =SHEAR � J SCALE 1" = 1' -O" 1 I SHEAR TRAN5FR DETAIL 12 SHEAR TRANSFER DETAIL 15 SHEAR TRANSFER TA � - _ _ � DETAIL L 14 TR DETA L. I � 1 GAT d v� le 1:2 SHEAR WALL PER PLAN a •, Q FINISH PER PLAN . m • INSULA"' ON PER PLAN CULTURED STONE ad NA I LS O 6" O.C. 2 x F I RF SHEAR WALL ,.•� , ' THROUGH SHEATHING / PER PLAN 2X STUD WALL - • • INTO FRAM i NG MEMBER B LOG IC I N6 PER PLAN GO y :►' 1 NG WALE r m I 2x BLKG „ p SHEATHING ' • �k BETWEEN d o PER PLAN , � . -. ; . j - STUDS (3) Ibd • N JOIST a DIAPHRAGM WEATHER RESISTANT' 6x12 D.F. � I .BARRIER ROOF SHEATHING METAL LATH TYPE I 'N' MORT .' . 4x4 BRAGS 5E N6 BED CULTURED STONE • m � (2) Ibd NA SWD 11/11/aq I Y L ,TYPE , ,r r ROOF FRAMING 10/30 /I • EACH , a lERAI 8Y: DATE: '� ! '�° 'N' ' MEMBER PER PLAN STUD I v MORTAR JO INT I MORTAR JOINT ` �\ Q�vrs� sir: DATE: TY 'N' MORTAR PE l j I ,, t �►*. �;� o \ JA w*. 4xb D.F. H Z SEATING BED i � ,� I 2 04 DOUBLE JOIST 2x SOOID BLOCKIN6 • 5HEAR AALL • NOT TO SCALE NOT TIC SCALE I SCALE I' s 1'-D" NOT TO SCALE NOT TO SGA, -E 16 L.1 GHTYiE I GHT VENEER O/ 5HEATH I NG 1"T L. I &HTYE 1 GHT VENEER O/ CONCRETE 18 BRACK T _ � 1�ETA I L I q SHEAR 'TRANSFER I�ETA I L. O S�EAR TRANSFER DETA 2 SKYLIGHT K' LAM. 6LA55 MAIN FLOOR U.N.O. TYP. • ALL GABLES U.N.O. fE ® 11" ABV. ABV. --� b" RAKE MAIN FLOOR ® 8' -11" ABV. MAIN FLOOR ROOF F RA M I NC=7 LAN SCALE 114" >: 1' -0" (ROOF FRAHIN6 N07E5: I. CONTRACTOR SHALL VER!FY ALL NOTES, DIMENSIONS # CONDITIONS PRIOR TO CONSTR,CTION. 2. ALL BEAMS # HEADERm TO BE 4X10 DF•2 A 2X4 WALLS # 6X8 OF • 2X6 YVALL5 U.N.O. 9. PROV i DE VENT BLOCKING OVER SUPPOR75. 4. BEARiN6 HALLS ARE SHADED. E. ALL TRUSSES: . SHALL BE STAMPED BY AN ENGINEER :"ICEN5ED IN THE STATE OF WA5HIN&TON. SHALL BE I N5TALLED # BRACED TO EN& I NEERS SPEC I F I CA' I ON5 SHALL HAVE DES16N DETAILS # DRAWINGS ON SITE FOR FRAMI N6 INSPECTION SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BU I LD I N6 DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS (5. SEE SHEET I FOR ADDITIONAL NOTES. •1. SHEATH ALL &ABLE ENDS PER PI-6 U.N.O. ABV. MAIN FLOOR ABV. di MAIN FLOOR 14 -0" O.H. TYP. o EAVES ROOF VENTILATION SYMBO 5TANDARD TRv55 / SCISSOR TRJSS ROOF FR_AMIN6 ASSEMBLY: 2 ROOF AREA 1 S.F. 1 I VENTILATION FZ OUIRED: 1 S.F. / 300 = 420.64 S.I. REOV PROVIDE 1/2 VENTILATION A EA`Y/ES, 112 • 12" BELOW RiD&E PROVIDE: BIRZ6LOCKIN6= 3.5 5.1. / L.F. - 259 SCREEN REDUCTION= .2-659.1. / !.•.F. EAVE VENTILATION REOUIRLD= 020.64 5.1. / 2 / S. 1. PER :".F 175 36 L.F. PROVIDE: 176 00 L F. BIRDBLOGK,46 VENTILAT ON= 462.00 5.1. SAVE VENTILATION PROVIDED= 462.00 5.1. I5 GREATER THAN 46032 5.1. REO'D 7 "x`1" ATTIC ROOF JACK= 4 5.1. EACH - 2596 SCREEN REDUCTION= 5675 5.1. EACH UPPER VENTILATION REO'D= g20.64 5.1. / 2 / S.I. OF EACH VENT: 12.53 VENTS PROVIDE: 13 - '1 "x7" ATTIC ROOF JACKS 41'7.75 5.1. UPPER VENTILATION PROVIDED= - 47115 S.I. 15 &REATER THAN ---- 460.32 5.1. REQ'D - USE: 1"16 L.F. SIRI7SLOCKIN& 462.00 5.1. US 19 - 7 "x7" ATTIC RZ)OF .JACKS 477.'15 5.1. TOTAL VENTILATION M00DED: ".15 5.1. 15 dMATER THAN '420.64 5.1. RF V n I � 00 2 ,_ 0 „ T.O. BEAM ® 8 -11 ABV. MAIN FLOOR W_ ® 17' -0" ABV. MAIN FLOOR RAKE M ® 7 -I!" ABV. MAIN FLOOR Flo C � d s 0 (13) 8 "xib" SCREENED FOUNDATION VENTS 3 it O O O STUB -OUT *4 BARS • 18" O.G. 24" LONG IC FBI 2x10 F.J. ® 16" O.G. O 0.5.0 150'-0" 2 SYMBO HOLOOWN TYPE AND AMOUNTS 2 • FILL # COMPACT . a . 1 I VENT AREA FOR 4" SLAB VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: • 4 t Z • DN. I 2x8 P.T. �I p .. " 3 U. ' I DECK JOISTS u cu H N �o ' 2 8 N e 3 c* m W_ p 2 I 1 x I f •- I L I 10'-0" 11 2' 36" WIDE (MIN.) GONG. 12 ,LAND I N6, 6" (MAX) 2x 10 F.J. • 16 O.G. BELOW THRESHOLD 2x8 P.T. LEDGER W/ FBI 2x10 F.J. ® 16" O.G. O 0.5.0 150'-0" 2 SYMBO HOLOOWN TYPE AND AMOUNTS 2 51 MPSON STHD 14RJ (19) TOTAL. I INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIIfi U.N.O. VENT AREA DBL. JSTS. VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: ♦• �v t Z $ I 2x8 P.T. �I p 2 51M. " 3 U. ' I DECK JOISTS u cu H N �o Z N cc q < z AI 8 N e 3 c* m W_ p 2 I 1 x I f •- I L I z 2x10 F.J. • 12" O.G. 1 ;t 2x10 F.J. • 16 O.G. 2x 10 F.J. • 16 O.G. 1 2x8 P.T. LEDGER W/ 1 ;;t I 4" GRANULAR FILL 1 TURN DOWN SLAB -----T ' $/8 "x5" LA6 SCREWS 0 I u- • 16" O.G. ST q 1/2 I •� I 4 2 5 6 KIM `1 1 DBL. JSTS. ATRAL BY: Q 1 $ 1 4 IL �lL 5FACE Q A • CRAI ACK I b MIL (BLACK) V.B. FOR FURN. DUCTS �' X1 2 DBL. JSTS. 18 "x24" CRAWL .x RAISE GONG. TO 1 SPACE ACCESS QI 4' -0 SYMBO HOLOOWN TYPE AND AMOUNTS 8xbx:6 G.M.U. 51 MPSON STHD 14RJ (19) TOTAL. TYP. • PORCH INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIIfi U.N.O. VENT AREA DBL. JSTS. VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: :I � VENTILATION 1ROVIDED t Z $ I 2x8 P.T. �I p 2 51M. " 3 U. ' I DECK JOISTS u cu H N �o Z N cc q < z Q n . 4 1 ;t O.G. r i 1 I I I h I jl I • A R 1 j ' I ON. 2 R ,I INSULATE d DBL. JS Ts. I I n D WEATHER STRIP 1 I q -,_ .00N DBL. JSTS. - 2x10 F.J. • 16" O.G. 4 Q 2 18 USE P.T. RIM JOIST NERVA5TOHL OR FLA5HIN6 FOR WATER PROOF I N6 1, DBL. JSTS. sq 0 0 D.S. D.5 LI OF F.P. ABV. SOFFIT# VENT O „ 2 - FLOOR ABV. FOUNDATION PLAN SCALE: 114 = 1 LATERAL RE5TRA HAFZVp4ARE SYMBO HOLOOWN TYPE AND AMOUNTS VENTILATION REOUiRED: 51 MPSON STHD 14RJ (19) TOTAL. USE: INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIIfi U.N.O. VENT AREA USE (38) I 6d NAILS EACH. VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: 1 VENTILATION 1ROVIDED t Z f9 D "XIb" FOUNDATION ��NT3 1 SLAB ON EDGE OF SLAB &RAVE " 3 U. Q u cu H N �o Z N cc q < z Lu uj U. U 2x10 F.J. • Ib" O.G. N e cv c* m W_ p 1 I f •- I L I z O' 1 ;t 2x10 F.J. • 16 O.G. --i N O 1L V 1 } ..: I 4" GRANULAR FILL 1 TURN DOWN SLAB -----T 0 I u- SLOPE 4" TO O.H. DOORS INTO FOOTING i q 1/2 I •� I 'RA ov% ?'• i I 2 ATRAL BY: Q 1 $ 1 4 17 GLR. m v FOR FURN. DUCTS �' e Q .x RAISE GONG. TO 1 PI 5 13 Iq" ABV. MAIN FLOOR -3 2 for __ --- - - - - -- 15 - - - -- - ----------- - - - - -- - --, PI -2 : I 6 5 3 I 2 2 = .. • • ij • I I OD.S. c v � O . 14 GANTL. JOISTS RAISE GONG. TO I . " 'off, 5 .• THIS AREA Iq" ABV. MAIN FLOOR • 1 L SOFFIT VENT # 1 I b INSULATE FLOOR ABV. I • • LL .; CONTINUE FOOTING - -w- Ail I 2 lop BENEATH O.H. DOOR I � . •• C� FOUNDATION PLAN SCALE: 114 = 1 LATERAL RE5TRA HAFZVp4ARE SYMBO HOLOOWN TYPE AND AMOUNTS VENTILATION REOUiRED: 51 MPSON STHD 14RJ (19) TOTAL. USE: INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIIfi U.N.O. VENT AREA USE (38) I 6d NAILS EACH. VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: 1 VENTILATION 1ROVIDED t USEI f9 D "XIb" FOUNDATION ��NT3 1 SLAB ON EDGE OF SLAB &RAVE " 3 U. Q u cu H N �o Z N cc q < z Lu uj U. U J p O z N e c* m W_ 4" CONC. OVER I f •- z O' 1 b MIL (BLACK) V.B. OVER N O 1L V } ..: I 4" GRANULAR FILL 1 TURN DOWN SLAB -----T 0 I I SLOPE 4" TO O.H. DOORS INTO FOOTING i I •� I 'RA ov% ?'• i I 5W0 ATRAL BY: DATE: 10/301" BLOCK -OUT GONG. 1 FOR FURN. DUCTS RAISE GONG. TO 1 13 Iq" ABV. MAIN FLOOR 2 .. • . . t I OD.S. - I . " 'off, 5 .• 2 v 2 V 1 • • LL .; Ail 23 -6 lop 40' -0" OVERALL FOOTPRINT � . •• C� 5 1. iolf -••••,...••- G.✓ .-/ FOUNDATION PLAN SCALE: 114 = 1 LATERAL RE5TRA HAFZVp4ARE SYMBO HOLOOWN TYPE AND AMOUNTS VENTILATION REOUiRED: 51 MPSON STHD 14RJ (19) TOTAL. USE: INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIIfi U.N.O. VENT AREA USE (38) I 6d NAILS EACH. VENTS REQUIRED = 51 MPSON STHD I O (5) TOTAL PROVIDE: INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENIN65, U.N.O. VENTILATION 1ROVIDED U5E (38) I6d NAILS EACH. v • FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS # ''. INSTALL S I MPSON GONG. TO WOOD HOLDOWNS CONDITIONS PRIOR TO CONSTRUCT I ON . 1 1/2" FROM CORNERS # W i NDOW ROUGH OPEN N65, N65, 2 PROVIDE SOLID BLOCKING OVER SUPPORTS. ALSO SEE MANUFACTURER'S SPECS. 5. POSTS TO BE P.T. 4X4 DF*2 # 8. STEP FOUNDATION PER 511E CONDITIONS. P.T. 4X6 DF 2 •BEAM JOINTS, U.N.O. A. 2,000 P.S.F. A99JMED SOIL BEAR N6 CAPACITY 4. ALL FOOTI Nc55 TO REST ON UNDISTURBED SOIL. SHALL BE VERIFIED IN FIELD. S. ALL WOOD IN CONTACT WITH GONG . 10. SEE SHEE I FOR ADDITIONAL NOTES. TO BE PRESSURE TREATED III. SPACE 5/8" VIA. ANCHOR BOLTS PER S WALL 6 SOFFIT, VENT, ! INSULATE CANTILEVERED AREAS. SC}EDUILE, W 2"X2 "X3116" PLATE NA5HERS U.N.O. r j • , V J �, JqN �►►, tl ?0 ��TEti FOUNDATION \VENTILATION GRAYVLSPAGE AREA: 1235 S F. VENTILATION REOUiRED: 1235 S F. /150 1 165 6 51. REQ'D USE: 6 "Xib" FOUNDATION VENTS VENT AREA 128 51.- 25% REDUC.,I /4"MESH = 4 6.0 51. VENTS REQUIRED = W5.6 SI./ VENT AREA = 12-5591. PROVIDE: 13 8 "XI6" VENTS, AREA = 1248.0 SI. VENTILATION 1ROVIDED • 1248.0 51. 15 GREATER THAN IW55.6 51. REG'D USEI f9 D "XIb" FOUNDATION ��NT3 I 1 N SPECIAL 50155OR TRUSS xtiE tia .,b.. 6 u. u z j � _ 0 ��a <> •u�•Z3Z< Law _<Z 0 W U a ZW r W � O uj mZNrt2>L&a.L. <� N U Z W a W W�� J _ N R vQ 4 " 3 U. Q u cu H N �o Z N cc q < z Lu uj U. U J p O z N e c* m W_ f •- z O' N O 1L V 1 m 0 I I 'RA ov% ?'• .. 5W0 ATRAL BY: DATE: 10/301" ��:vr9ED Br: DATE: I 1 N SPECIAL 50155OR TRUSS xtiE tia .,b.. O n O v O O N LINE Ot' ROOF BELOW 2 1_ 0 '1 Q 1_01' � 1 -011 4 1 -011 .4 1_011 8 1_0" �21_011 1 -- - - — *I 14 - -- , -0 11 - UFFER FLOOR LAN SCALE: 114 = I' -O" a 9 SHEAR MALL 50HEVULE (SEE Iqq 7 UBG TABLE 23- II - - 1, t ?3- II - -21 P -b V = 198 PLF I/2" PLYWOOD OR 0.5.5 EQUAL ft' 8d (GUI) NAI O b " O.G. ANCHORAGE: I6d NAILS O 5" O.G. OR 5/8" A.B. a 48" O.G. TO GONG. P!-4 V a 304 PLF 1/2" PLYWOOD OR O.SB. E QUAL IH/ ad (" NAILS a 4" O.G. ANCHORAGE: 16d NAILS O 4" O.G. GR 5/6" A B. a 36" O.G. TO CONW-, PI -3 V s 384 PLF 1/2" PLYWOOD OR 0.5$. EQUAL MV 8d (GUN) NAILS a 3" O.G. ANCHORAGE: 3/5"x5' LAS SGREiN5 • 12" O.G. OR 5/6" A B. O 30" O.G. TO GONG. USE MIN. 3" NOMINAL STUDS a ADJOINING PANEL EPSE5. PI -2 V s 516 P-F 1/2" PLYWOOD OR O.S.B. EQUAL IV 8d (GUN) NAILS O 2" O.G. ANCHORAGE: 3/8"x5" LA6 9GREW5 a 4" O.G. OR 5/8" A.B. a 24" O.G. TO CONC. USE MIN. 3" NOMINAL STUDS a ADJOINING PANEL EDGES. NOTE: THE SHEAR VALUES IN THIS TABLE ARE BASED ON THE USE OF ad PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113 BLOCK ALL PANEL ED6E5. NAIL 5PAC I N6 15 FOR ALL PANEL EDGES. 'SPACE NAILS • 12" O.G. ALONG INTERMEDIATE FRAMING MEMBERS. AT DOUBLE SIDED SHEAR WALLS, OFFSET SHEATHIN6 JOINT BY ONE BAY MINIMUM. PROVIDE 4x BLOGKIN6 BENEATH SILL PLATE, WITH NAILS STA55ERED. v 2 '_O" 30 f - 1 4 n 4 _ O 4 t 4 in _ 4 • • 4 (V a O • 0 n E USE FULL HEIGHT STUDS O 5415SOR TRUSS ABV. 6 -0 11 1 �I Ul Q I I VAULTED - I L \ X16 CARPET i`I I n I 2x4 5LOPIN6 HALF WALL I e 36" ABV. N051 N6 5 u 6 PI - TYP. a STAIRS PORC Xx L I NE OF WALL ABV.. 2x4 DECKING 8x8 P.T. POSTS W/ STONE VENEER BASE TYP. R COV'D PORCH 1 , 36" HI&H P.T. RAIL W/ 4x4 PICKETS O 12" O.G. 1 �o 2xb G.J. O 24" O. . BOT. O 8' -II" A.M.. 4 4 1 G I 4x12 D.F. BO a 13'-0" A.M.F. _ * - I O I I OPEN TO ABV. ' = rV (2) LAYERS a I TR ! AD FOYER ® a� � • 1 8 DINING a ' 110 - (2) 2x4 4 2 HDWD 316 S.0 I I I CARPET B I 1 Y ,� •�x USE FULL HEIGHT STUDS O 5415SOR TRUSS ABV. 6 -0 11 1 �I Ul Q I I VAULTED - I L \ X16 CARPET i`I I n I 2x4 5LOPIN6 HALF WALL I e 36" ABV. N051 N6 5 u 6 PI - TYP. a STAIRS PORC Xx L I NE OF WALL ABV.. 2x4 DECKING 8x8 P.T. POSTS W/ STONE VENEER BASE TYP. R COV'D PORCH 1 , 36" HI&H P.T. RAIL W/ 4x4 PICKETS O 12" O.G. 1 �o 2xb G.J. O 24" O. . BOT. O 8' -II" A.M.. 4 4 1 G I 4x12 D.F. BO a 13'-0" A.M.F. _ * - I O I I OPEN TO ABV. ' 56" W i DE (MIN.) GONG . ! 2 o6e , I �•- �( 6e LANDIN6, 8 (MAX.) P1_4 _ • 36 A. F. I _ 4 C, A. ry 'Di S � 18' • It BELOW THRESHOLD 10 5 5 -- +\ • 1 I } Aq— a O • (D IIOV S.D. 2' -01' 2' -0" 4' -0 1' � ' all 4� -0" �-- m x i - . •• _ GARPET O O SOFF IT, VENT, I 1 'ATI O a I NOOK O I 2x10 F.J. e l ' O.G. I T + I n .. 4" GONG. J I I HDWD It IL HANcSER ONE ODE 2xI0 F.J. e I b" O.G. INSULATE FLR. ABV • •�� 0 I� 4 0 I F o ' I 1 N I 2xI0 F.J. a I6" D.G. '� r I; A I tfi ART NICHE O m O - % LL HANGER TWO SIDES o rp 1 n I ,u 36" A.F.F. I'i I I I 1 'l •• DN. DN. I A N I �� o I I It IV I6.6 L.F. 8 I R.. I R. O O HDWD • x DBL. is x PI -3 5 MA BULID POST UP (2) x4 _ • 11 z 15 PI -2 Q • 11 21 I TO 6 3/4" WIDE AALLS 2X10 F.J. O 16" O.G. JI Q jj 2 TIGHT FI IT�G, I ' I 51MP r�ON HU41 Y � 2x6 WALL HANGER ONE SIDE PI -4 II THICK (MI )SOLID Cj I HAN6ER � u ADD DBL. BLK'6 ® - --gyp 1 ' GORED W/ �� 12 SHEAR WALL ABV. III 14 SELF GL 4x10 F. FL V.+4 SOFFIT, VENT, t Oil I I I INSULATE FLOOR ABV. 2' -0" 12' -O" III 2' -0 4' -O" 4' -O" L2'-O" 2' -O" b'-m" 2 2'-O" 2' ' Lo . , , > U 2x10 F.J. ® 16" O.G. III xl " 2 -GAR L7A�6E 2 O .J. a I6 O.G. tf1 FAMI (2) 2x4 WALLS FOR PLUMB INS t 4" GONG. ° GARPET LL t HEATING III „ u1 DBL. JST5. III 2x10 F.J. a lb D.G. ( n 4 p I WRAP ALL WARM WALLS, •U O I = III 18" HIGH PLATFORM I w = rV (2) LAYERS a I TR ! AD FOYER ® J A I • 1 8 DBL. JST5 . a ' 110 - (2) 2x4 4 2 HDWD 316 S.0 I I I I Q _ RANSE /OVEN V.T.O. I 1 Y ,� •�x WALLS . Q� 2 R = I Q I = 0 F.J. a 16" O.G. INSTALL VERTICALLY DOWN TO FRAMING BELOW. _ Q 3 '_ 8 .' 4' -4" 4'-4" 4' -0" 0 21_1 - 8" WIDE Lo L � SOFFIT, VENT, i 1 o KITCHEN AV 2 N F ABV ADD SIMPSON A35 FRAMING ANCHORS SOFF I T INSULATE FLOOR ABV. �t1 � oC dI V 'I m I � '9 I = � '� PREP. 15 AND LINE OF WALL ABV. x I DBL. TS. - 16"x24" 14 56" W i DE (MIN.) GONG . ! 2 o6e , I �•- �( 6e LANDIN6, 8 (MAX.) P1_4 _ • 36 A. F. I _ 4 C, A. ry 'Di S � 18' • It BELOW THRESHOLD 10 5 5 -- +\ • 1 I } Aq— a O • (D IIOV S.D. 2' -01' 2' -0" 4' -0 1' � ' all 4� -0" �-- m x i - . •• _ GARPET O O SOFF IT, VENT, I 1 'ATI O a I NOOK O I 2x10 F.J. e l ' O.G. I T + I n .. 4" GONG. J I I HDWD It IL HANcSER ONE ODE 2xI0 F.J. e I b" O.G. INSULATE FLR. ABV • •�� 0 I� 4 0 I F o ' I 1 N I 2xI0 F.J. a I6" D.G. '� r I; A I tfi ART NICHE O m O - % LL HANGER TWO SIDES o rp 1 n I ,u 36" A.F.F. I'i I I I 1 'l •• DN. DN. I A N I �� o I I It IV I6.6 L.F. 8 I R.. I R. O O HDWD • x DBL. is x PI -3 5 MA BULID POST UP (2) x4 _ • 11 z 15 PI -2 Q • 11 21 I TO 6 3/4" WIDE AALLS 2X10 F.J. O 16" O.G. JI Q jj 2 TIGHT FI IT�G, I ' I 51MP r�ON HU41 Y � 2x6 WALL HANGER ONE SIDE PI -4 II THICK (MI )SOLID Cj I HAN6ER � u ADD DBL. BLK'6 ® - --gyp 1 ' GORED W/ �� 12 SHEAR WALL ABV. III 14 SELF GL 4x10 F. FL V.+4 SOFFIT, VENT, t Oil I I I INSULATE FLOOR ABV. 2' -0" 12' -O" III 2' -0 4' -O" 4' -O" L2'-O" 2' -O" b'-m" 2 2'-O" 2' ' Lo . , , > U 2x10 F.J. ® 16" O.G. III xl " 2 -GAR L7A�6E 2 O .J. a I6 O.G. tf1 FAMI (2) 2x4 WALLS FOR PLUMB INS t 4" GONG. ° GARPET LL t HEATING III „ u1 DBL. JST5. III 2x10 F.J. a lb D.G. ( n 4 p I WRAP ALL WARM WALLS, •U O I = III 18" HIGH PLATFORM I w (v III -A rV (2) LAYERS n I I POST S BE , AMS, t GE I L I N6 pv 5 /6" TYPE 'X' G.W.B. ® J A I In 111 DIRECT VENT GAS F.PjjI DIRECT 3/4 PLYWOOD I in 0 I ° INSTALLED PER MANUF. SPECS. PROVIDE (2) 26 6A. tb I I 1 Y ,� •�x o I W/ 20" WIDE (MIN) NON- 51E5MIG STRAP , I = I �� ?- � � INSTALL VERTICALLY DOWN TO FRAMING BELOW. COMBUSTIBLE FLUSH HEARTH 1 � 15L. W W.H. TO ALL � I I I ..•�•',•�..• I I ,�, �� III � JST5. III DBL. JST5. ADD SIMPSON A35 FRAMING ANCHORS - � 5 1/ " x15" &.L.15. 24F-V4 • 24" O.G. TOP PLATE TO DBL. JOISTS. � oC dI V 'I m LI OF WALL ABV. LINE OF WALL ABV. I I UPSET INTO WALL ABV w I ��) I SIMPSON HU410 . Q _„• f 2xb WAl -L 51 tI/11/aa 6" VIA. FRESH AIR DATE: HAWSER- _ -. _ _ _�; _' to/3o /4q NOD •Y: _ 13 DUCT W/ DAMPER I SOFFIT DOWN TO --•�- x J - _ O BOTTOM OF J015TS It LL PI -2 1 10 D.F I �� TO 6 3/4" WIDE \.,%, - 1, ••••• 16 . �i I LIC -714 ISHT 2 -' ty HOLD BACK TUD STONE VENEER =�►`� FOR CONT. ATHING (GOBBLEFIELD) , 41_6 11 5 1_011 4 9 - 611 12'_0" 101„0" Ila 14' -O'' 40' -0" OVERALL MAIN FL OOR PLAN SCALE: 1/4" = 1' -0" LATERAL RE5TRA I NT HARDWARE SYMBOL HOLDOWN TYPE AND AMOUNTS 160 S.F. SIMP50N STH0I4RJ W) TOTAL ® INSTALL t -1/2" FROM CORNERS OR ROUGH OPENIN65, U.N.O TOTAL FINISHED AREA, 6IRRA6E: USE (36) Ib d NAILS EACH. zW,aoosm W W l�ps= m SIMPSON STHD (5 ) TOTAL INSTALL 1 -1/2" FROM CORNERS OR RjOU&H OPENIN65, U.N.O W U V5E (38) 16d_N EACH. SIMPSON MST45 (5) TOTAL a MAIN FLOOR. N "- INSTALL VERTICALLY DOWN TO POST IN CRAWL SPACE. _ USE (28) 8d NA EACH. EL LL O J SIMPSON M`T48 (II) TOTAL O UPPER FLOOR. -- INSTALL VERTICALLY DOWN TO FRAMING BELOW. USE (28) 8d N EACH. SI MPSON Hb (2) TOTAL • UPPER FLOOR. 0 INSTALL VERTICALLY DOWN TO FRAMING BELOW. USE (1 b) 8d NAILS EACH. 0 ADD SIMPSON A35 FRAMING ANCHORS • 24" O.G. TOP PLATE TO DBL. JOISTS. r1I 24' -O" JAN Z l ?004 I` 'f'•Nr FLOOR PLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, VIMEN5iON5 t q. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS 1 1/2" FROM CORNERS CONDITIONS PRIOR TO CONSTRUCTION. R WINDOW R U&H OPENINGS, ALSO SEE MANUFACTURERS SPECS. 2. ALL BEAMS i HEADERS To BE 4XIO DF a 2X4 WALLS i 10. INDICA`E5 POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 6X8 DF *2 a 2X6 WALLS U.N.O. 3. PROVIDE SOLID BLOCKINS OVER SUPPORTS. 11. SMO DETECTORS: SHALL BE 110 V I NTERGONNEGTED A/ BATTERY BACKUP 4. PROVIDE FIREBLO-KINS a ALL PLUMBING PENETRATIONS. 0 SHALL BE INSTALLED ON EACH FLOOR t ALL BEDROOMS 5. P41NDOW i DOORS ARE SHOWN t NOTED AS NOMINAL SIZES. SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A 6. YVINDOW HORS. O 6' -8" ABOVE FIN. FLOOR, V.N.O. CEILING GHANSE 6REATER THAN 24" 'T. ALL P4000 IN CONTACT WITH CONC. TO BE PRESSURE TREATED 12. SEE SHEET I FOR ADDITIONAL NOTES. 8. EXTERIOR WALLS TO BE 2x6 STUDS a 16" O.G., V.N.O. I$. ALL EXTER;OR AALLS TO BE Pi-6 J.N.O. AREA SUMMARY MAIN FLOOR 160 S.F. U PPER F LOOR W A �� H ?O S.F. TOTAL FINISHED AREA, 6IRRA6E: 2430 S.F. 4"T0 S.F. fi�D�f -023 . 11' it � w� ( jU W sq - W t eam` -' c• J ..JV W A �� r�3 W F�� <N <z Jg5 sp,wp� Q'�p <W► &m0I`�o�0 ` v i a z W o z zW,aoosm W W l�ps= m <0<T� < p� Q�s.i. c. az�, 2 >[fa► -« N () W U W w! J �U N 3� I..L g�g (JJ N N �0 N =Uw W EL LL O J p O z ~ N �I o' O oC dI V 'I m z a a 0 H w I I R e 4`; a c 51 tI/11/aa - ATMAL •Y- DATE: to/3o /4q NOD •Y: DATE: LEFT ELE\/A ON SCALE: 114" = 1' -0" RIGHT EL \/ATION SCALE: 11 4" s 1'-O" Z LINE OF ENTER OR rAALL LAP SIDING I tE ® 6ARAGE 5/4x6 CORNER TRIM ® FRONT r b EXP05ED -- LAP SIDING MAIN r LOOK s % 0 w v • RON L bx 1 2 BEAM W/ ;2x6 BRACKET 5/4x6 WINDOW TRIM 'fYF'. •FRONT VA I UN SCALE: 1/4" = I'-O" ELEVATION NOTE5: 1. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN t SCHEDULE PRIOR TO I NSTALLI N6 S I D I N6. 2. CAULK ALL EXTERIOR JOINTS Z PENETRATIONS. 9. 'PROVIDE WEATHER STRIPPING i FLASHING AT ALL DOORS t WINDOWS. 4. 'PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t GOUNTERFLASH I NG ® ALL ROOF PENETRATIONS, CHIMNEYS i 5KYL I GHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS 3 DOW45POUTS ® ALL EAVES, TYPICAL. b. SEE SHEET I FOR ADDITIONAL NOTES. Ar 6 —4 SKYLIGHT W/ LAM. &LASS zm - mice r.1 . K^IL. ry -- 4x4 PICKETS O 12" O.G. Ito PORCH L I GHTM I &HT STONE VENEER (COBBLEF I ELD) 0 CITY GF T'OKV4' APYKUvtV von) -oz3 jU L4 �Ir UL.. J S S< N UFO O�v_f�0 V La 0 ;n O C 9 . fi 3�Z?U Li J � N N 1l�� V1 °m II � _ 8 N U W 3 -�w W w Go J � _ Z N Q � 8 � 3 u. g�g w N N c� 0 zv� �U z w Z u- cc w w O J 0 2 ~ N v cb co I z _O O Q v m v z� I n 5WL 11AI P4 ♦TERAL 1W DATE: 10/30 /a u EYND /Y: DAIS: I lk . 4 REAR ELE\/ATI ON N �t q`ti TES SCALE: 114" = P-O" N r GOMPO51TION 5HIN6LE5 OVER 15110 FELT OVER 1/2" G.D.X. OR O.S.B. OVER TRU 5E5 FINISH PER ELEVATION OVER "Ilb FELT OVER 1/2" G.D.X. OR 0.5.5. It ® GOV'D PORCH � MAIN FLOOR i tri MANUFACTURED TRUSSES PER PLAN m is UPPER BUILDING SEC,,.TICN 'B' SCALE: 1/4" 2 1 % w r v ■ • i i - � � o •.• is MSTR BEDRM � •.• •i• - • 1: - ' •+ • • r OVER 2xIO FLOOR JO ISTS ul BEAM PER. PLAN I ► ■ 1 �1 • I KITCHEN POROW :1 6 P 000 OVM 2xI0 FLOOORJO VV • INSULATIO 2x4 DECKIN& 0\/ER 2xb P.T. PJO ISTS i L I NO ECooTION 'A SCALE: 1/4" = 1'-0° A * 4 0 4 0 SKYL 16HT ,A/ LAM. 6LA55 - -INSULATION 13AFFLE VENTED BLOGKIN6 It A UPPER s 2x6 STUDS Ib" O.G. W/ R -21 ; NSULATI ON TYP. U.N.O. i SUBFLOOR It O MAIN Q 0 MAIN FLOOR LINE OF CONTINUOUS FOOTI Nb W CITY Of Tdifi iIA wkuvtO FEB 25 2004 8�i1�t71NG i 1'r�l7N � n � AN �. .9 1 44 t�o�l -UL3 a a O � � €a m z'^q�c U� Luo� F . N FEY m 0�3zZZU LA. O�� M F r N � =� Z�<N 0 - -j t `'t vi zV) Ztom uj g= � F- WW (I z1 1 2 " u.fL6 -« N U u L.LJ 3 -�w W ZNQ mr a ll a 8k Q 3LL pp O w N o N -I w N co Z r Z now w EL LL .Q O J a O 2 N Q 4f9 I ly ; d� vl m. z a' o� lu t) �I R MV•. �j �' A'; 11AIARq AYWAL /Y: DAIS: 10.�30�gQ -j£v1KD $Y: DATE: -UL3 a