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Home My WebLink AboutPermit D03-357 - CASCADE GLEN - LOT 15CASCADE GLEN - LOT 15 3825 SOUTH 132ND PLACE D03 -357 z re W' 6 U O, co C W I �u_ W O. La 0= h- w I- 0 z� W. U O N' w w. Z u. O, wz. UN O z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600150 Address: 3825 S 132 PL TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 15 Address: 3825 S 132 PL, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contact Person: Name: MY KEIROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, D -5 Contractor: Name: 3 A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2420 SQ FT SINGLE FAMILY RESIDENCE WITH 512 SQ FT ATTACHED GARAGE AND 110 SQ FT COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, DRAINAGE FOR ROCKERIES, DRIVEWAY ACCESS, AND LAND ALTERING. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $237,299.20 Fees Collected: $3,301.81 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: • N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 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: Storm Drainage: Y Street Use: N Profit: N D03 -357 Permit Number: D03 -357 Issue Date: 12/31/2003 Permit Expires On: 06/28/2004 Phone: Phone: 206 300 -6874 Phone: 206- 300 -6874 Expiration Date:09 /04/2004 Public: Non - Profit: N Printed: 12 -31 -2003 _... , tiern..;.;...{w ai.' iYi. cus., uJt.4+, <.ed.:Ja:.1iti:..::. ?.:U; 1L�iii +t•`.'.::e3 Water Main Extension: Water Meter: doc: Devperm " 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -357 Printed: 12 -31 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: doe: Devperm Date: �-�- � / -0 3 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 constr . • 'on or the perform.' e of work. I am authorized to sign and obtain this development permit. Signature: ~- Date: \ 2 /�t O Print Name: c N, 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. D03 -357 Printed: 12 -31 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600150 Address: 3825 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 15 PERMIT CONDITIONS Permit Number: D03 -357 Status: ISSUED Applied Date: 11/12/2003 Issue Date: 12/31/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 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: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 10: 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). 11: All wood to remain in placed concrete shall be treated wood. 12: 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. 13: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 14: Manufacturers installation instructions required on site for the building inspectors review. 15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 16: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. doc: Conditions D03 -357 ....: t:+ lP. a .::.i�f�;u1'1F?jc � '- 1fw;4i:i�.4'. LLB[ 5iui'.{ �sY: i1 .'::.tiCt�v�'lcl�.`c'�i':id+/3iA Printed: 12 -31 -2003 wr r v, .. ...ua .,.. .x.....wnwu n.w..adL City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 18: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 20: 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. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. 24: The Land Altering Permit Fee is based upon an estimated 100 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. 25: 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. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 28: 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. 29: 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. 30: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 31: 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. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances doc: Conditions D03 -357 Printed: 12 -31 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 regulating construction or the performance of work. Signature: doc: Conditions Print Name: Cb D03 -357 Date: /' // Printed: 12 -31 -2003 King Co Assessor's Tax No.: 1 � ZZ_G> p — Site Address: 3 S Z� � - 132 1 Suite Number: Floor: Tenant Name: CA 'S / j j New Tenant: J .... Yes ..No Property Owners Name x -∎ Cy'��i , N\-p -ivE_S Mailing Address: I ee) lc) t C 1U1-I -�8dAJ fib., `).3 � 3 City State Zip Name: Mailing Address: City State Zip E -Mail Address: .s:� )e---&> 3J _ � 7 3� c_cz.y Fax Number: Z; 7/4 I `2-6 3 Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 \applications'pennit application (3.2003) 3/2003 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 ** Day Telephone 7P09 3oE5 ez4 City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT QF, RECORD :All plans mist be wet stamped -by Architect.of Recor Company Name: Mailing Address: EN GINEEROF RECORD All.plans must be:iwtetstamped b y:Erigineer oRecord Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Page 1 State City Day Telephone: Fax Number: Zip I1.3)111GrfPE tN I,T IN RNIATI•• " �y { r� 3 ^•a;�: n + Ji ^�. y�> tr:` f: r�;.: s::.%::: t`. nj:'a:.e�;r- :��.i,,fF2•s ?.1�.,, .�.?wv.F�hv.j ✓.`9: tapplications%pennit application (3.2003) 3/2003 Scope of Work (please provide detailed information): < L . t = Will there be new rack storage? El ..Yes .. No If "yes ", see Handout No. for requirements. Page 2 Valuation of Project (contractor's bid price): $ l70, _ Existing Butautng Valuation: $ : I" 'Floor :2° °.Floor. ' 3`° ; Floor Floors • ': Accessory; Structure*• : : Attached, Ga . :Detached: Garage:: Attac ed ;Carport Detached •Cargo Covered'Deck ::Uncovered Deck nterior .. emodel Addition td. Existing Structure ST ::.Construction ;' ; per UBC :�• . V V iu U' A) Type of Occupancy per UBC 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) ) e `7 *For an Accessory dwelling, provide the following: Lot Area (sq ft): ') 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? J ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [j.. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 15... Water District #125 ❑ ... Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance ...Construction /Excavation/Fill - Right -of -way Non Right -of -way Ike V ' .Total Cut I OD cubic yards Total Fill ( DD cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public a applicatiomlpcnnit application (3.2003) 3/2003 SI Call before you Dig: 1- 800 - 424 -5555 Please:refer: to•Pu Work s',lultetin #1 fbrYees apd esfiinate sheet Sewer District ❑ ...Tukwila X... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... 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 Health Department. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Geotechnical Report ❑...Traffic Impact Analysis 0 .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size " : Unit T e: YP ' Qty ;...nit YPe; ,. Qty : Unit • YPe:' �: Qty ; ; Boiler Compressor : Qty , Fumace<100K BTU 1 Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU ' Floor Furnace Ventilation Fan ;.3 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood i 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind L�NXEG `A14IC LP t lT- N FO. ;:. MECHANICAL CONTRACTOR INFORMATION Company Name: j- . Mailing Address: ) Z' ■3 Gt�(•.t — ' 1 2-t 6'TA5 lEsc31 City State Zip Day Telephone: C 6 3 � , L f 9 Fax Number: Expiration Date: Contact Person: (b 2E '( 1 - 61., 4 ■t/07VJ E -Mail Address: Contractor Registration Number: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 216 Scope of Work (please provide detailed information): Use: Residential: New ....PI Replacement ....0 Commercial: New ....0 Replacement .... 0 Fuel Type: Electric 0 Gas ... Other: Indicate type of mechanical work being installed and the quantity below: 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. BUILDING OWNE • • R • U- . ORIZED AGEN- Signature: Print Name: 1'-- ,A- Mailing Address: Z > /i t City Date: t Day Telephone: (706) 7 State Zip Date Application Accepted: //— K2 -z'3 Date Application Expires: 6 -4 ; Staff Initials: tapplicationa\permit application (3.2003) 3/2003 Page 4 ' Ttd• T` ML `tiA•i#'rt1 {a¢iiJWls +'t�"1J'h� �' !.aewt Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600150 3825 S 132 PL TUKW CASCADE GLEN - LOT 15 R03 -01586 SKS 1165 DREAMCATCHER HOMES LLC TRANSACTION LIST: Type Method Payment Check 2313 RD Pmts Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description Account Code Current Pmts 000/322.100 000/345.830 000/345.830 000/342.400 000/342.400 000/386.904 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,844.05 .00 1,766.55 - 1,148.26 1,148.26 37.00 36.00 4.50 Total: 1,844.05 D03 -357 APPROVED 11/12/2003 1,844.05 12/31/2003 02:54 PM $0.00 . 12/31 9716 TOTAL. 4323.90 ra Printed: 12 -31 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila 1422600150 3825 S 132 PL TUKW CASCADE GLEN - LOT 15 R03 -01370 SKS 1165 DREAMCATCHER HOMES LLC TRANSACTION LIST: Type Method doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 3354 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,457.76 Payment Date: 11/12/2003 04:24 PM Balance: $1,844.05 Amount 1,457.76 Current Pmts 1,148.26 250.00 23.50 36.00 Total: 1,457.76 D03 -357 PENDING 11/12/2003 9716 TOTAL 327002 Printed: 11 -12 -2003 Project: r ,/: t: , e (-- A; 4' Type of Inspec I n: a Address: fz t ..._. f /::7 , , . /.- 2 / Date Called: Special Instructions: ./.---/- - . ' ' " ' --). ,I, ":". Date Wanted: ea-m 6 t ar .„ 21: Requester: , • , A/lC /6.- Phone ( No: (yr) 73d-296' ,4 ".".`" • • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: L D ■ .4■ ¼' nspe r: ri $4 .00 REINSPECTION PE REQUIRED. rior to inspection, fee must be " at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: Date' .7` Pr c �fj�,( �`� y� toi Are of Ins eciibn: g ssl � s--) ` -2e �� Date Called. j j /, L pecial Instructions: Date Wanted:Lp am ) / / V / l -1 V _ a;m. p.m. Requester: % Ph ne No. 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Up:3 _7) �T PER • (206)431 -3670 El Corrections required prior to approval. COMMENTS: F)-v\ Gy -.4 c t & /1 ,..� . (tvNAJL.LCLL ,i P.‹ k Receipt No.: Date: 44' f&ti 7.00 REINSPECTIOFFEE REQUIRED. rior to inspection, fee must be id at 6300 Southcen r Blvd., Suite 19 . Call to schedule reinspection. Date: COMMENTS: 1 \ ) ^ * n -rAh �� ,-, p.e4r.- ivy -- p I Date Called: "2--) C tiv .0--,- • / p., 1., - 1 "ke 0 471,e2 4 i'f--) r s / .) -f) t� . I ., Phone � 1 / ce ~ ! ) • #M aog I Grd•-- /e4-0-7— `' / -b /rar. Vic., c., ,,. a-- , _ . t t . . / , ..3*- '1 - ° i' A-- 6e.<•? ) - ' ' '-/ t 3 1 - 1 ' -' 7 e 3. -F '=- k v v- .fi r" /1 / `-- f ) Pr6J, �y. cL . /j / n n: e of Insp , j r ! Ad s -- p I Date Called: Special Instructions: Date Wanted: ' + r 1 t.o a.m. Requester: Phone � 1 / ce ~ ! ) • INSPECTION RECORD Retain a copy with permit - l PER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector. C� em- 74 v (206)431 -3670 Corrections required prior to approval._ Dater r/ � $47.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: sg Pro ct: f Q f� / F / �4U' l o (iLJ Type of Inspection: !1+I 1c O Addre ^r ss +� s �, : ,/^�[[� 3 G5 SE / 3 2 ,iip d Date Called: d ::: , ' (.0 — / I - OI Special Instructions: Date Wanted: 6, -/ 4/_ O7 a.m. p.m. Requester: Ai;r Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n pproved per applicable codes. (206)431 -3670 El Corrections required prior to approval. COMMENTS: $ 7.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be p. d at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Ins ection�„_ rko -F( na --Q l j � ( , I , O/ C )( `t� Z�u�({ � � y Address: 3( S J$ ,? 7 Date Called: 06//6 V , Special Instructions: . / /7 ,Q )(•l�2 4 vG,u - / / 1-70S) J. J C /t " j)' 6/10( ApcoAA/e4 FL4--- 6,e_zizz 4< (arm. p.m. -ri-vok c/utre4 Phone No: • . . , ; 2 0 4 - 3 0 6 — ‘ , , . 7c/ (0/((/6(( F A J ov-L-1. '1 b( ( k, ,pi. - ., (/1 Fu,-ray. Projy4 (1 S( (( a)-1-‘ e Type of Ins ection�„_ rko -F( na --Q Address: 3( S J$ ,? 7 Date Called: 06//6 V , Special Instructions: . / /7 ,Q )(•l�2 4 vG,u - / / 1-70S) J. J C /t " j)' Date Wanted: Dc...-! / / /iv5� (arm. p.m. Requester: .. Ct `', Phone No: • . . , ; 2 0 4 - 3 0 6 — ‘ , , . 7c/ INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit o5 -0.57 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Cv Date: i .` vYr. �: �; �;; F,.f �:{: �ii� '%,u::�.;,�;!3.',:n��L.o,..:�eti ��t.' •1�':�,c:,:,,:._i::�S Ei $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: COMMENTS: Type of Inspection: -4 Address: g gF2‘ S i32 / 1 Date Called: /1/ 'Z. do Li r 1 7 D.5, r i z i , T 4 i ,J, '. (1 , ,•A 4 ./ 2 7.. .,.• 1 - a.m. p.m• Requester: • f ' Phone No: Project: (4 °.._4f « Of : Lrf -e,.•-4 Type of Inspection: -4 Address: g gF2‘ S i32 / 1 Date Called: /1/ 'Z. do Li Special Instructions: Id -. .•• Date Wanted: , ,•A 4 ./ 2 7.. .,.• 1 - a.m. p.m• Requester: • f ' Phone No: t .� t Af3 S 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 LI Approved per applicable codes. Corrections required prior to approval. Inspector: 4-3 Date: viz 2,6 3 f $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: Pr {ect: 4 • Type of Inspection: km (1 A d e ss: Date Called: f7 Special Instructions: so... vf Date Wanted: y � J A �� < t � Requester: Id (f /1) Phone No: 0C9- 130`)t4U INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ►, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: / Date: 21 1 V /.- $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: COMMENTS: (-0k � } IS. Type of Insp ction: `` hSvkoz -1 r (ivy Addr s,:-, L 5— S 1 -3) rnc,..) ti-A-4-1 c s e 1 1 hr 1 Date Wanted: a.m. p.m. Va v' t° cY f f t vv..., 5- It V i v�r� V'00 � I rth�'� �C� r Ot� in.■ t,tn<; c.,I I 1 C 001 Pro' t: CtSCOck P (-0k � } IS. Type of Insp ction: `` hSvkoz -1 r (ivy Addr s,:-, L 5— S 1 -3) Date Called: Special Instructions: . Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIr INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ° � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j Approved per applicable codes. Ej Corrections required prior to approval. Inspector' ...- ,, '"V .,,,a/vv i o... Date: 3.30 02-1 ❑ $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: Proj ( aS('U <.io f - I Imo- �4OVA (7 Type of Ins tion: t 1 , - hSI \ Address: 3F5; 5 S ?I Date Called: ' -- GL ) Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4: 1 -3670 8 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: - V \o() I(' V1St) LtAfl Q6 vE G Vac1 -e, \ CtrAW \� 6(9 Inspector: Date: 3` 30- QL/ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr,oject.; La Ca de 6/e/4 Type of Inspection4 1/1/k (at pi Am:5 _5-& /304-vtlid Date Called: 3/9/ Special Instructions: LC) r / Date Wanted: Requester: m t Phone No: 4 7 36....c 2 9 toz.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS c‘\ . ]r -■-\sJ c-t-A \Ppv0V e C Inspector" Date: s_ 30 _ El $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: Prq ect: / C. 64. -4- (7 Type of Inspection: / - /0 e C t Ad-WI Gvc (� A r : S a SE /3atio( 1:1 Date Called: �3I C J Special Instructions: �� Date Wanted: 30 /Q �p.m. Requester: Nt C Phone o: �l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERNA' 0/ ?'r; A 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: COvvl Ofq4 C Ort-PC - \ UvtiS F rclvv\kk.t coo v o.).e 1 p<, 4 ) r Yf t' Get v\ r'rfv c 'P c Inspector:') 0 J Date: $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: COMMENTS: ,4.:t,, in r / ` -L 5 4 0 7 - ! 2" "' I (-fre v ---- � �. /thm..G�..... f 5 W-44, �.e.,,. /7 ,-, ro s- Special nstructions: �� r 4 \ wia._ Li 3 z i, �,, .gy 04,--CJ `` ` ,42,.„a ;,\44,,,e, , �„ i -� oi-a. „pi-v., ./ Lw 1. 1 e-#4 OIL / ,12i 1 � / 444 6 d "1, „ t.- 7\ Projjec�t:: f,, 1 ? it ewe (� 4 Type of Inspection: � �Zt . � e /� Ad al' ss: �� S . / 32 �� Date Called: ,-, ro s- Special nstructions: �� Date Wanted: �,, .gy 04,--CJ P.m. Requester: : 11! . Phone No: Yt. iNV RECORD Retain a copy with permit INSPECTION NO. I PERM T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcentef Blvd., #100, Tukwila, WA 98188 (2 1 6)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspect r: • ...w J.J.' r 11 1 ,3 -357 Date: 3_ 21:7, $47.00 REINSPECT O 4E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcer Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prof pct: l Gt,S('ri(\ -P �.- C)1 A ✓� & 15 Type of I spection: Loic h t Address: P),P- 5 S _ 1 Date Called: l Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Inspector: INSPECTION RECORD Retain a copy with permit A4\ Date: . b03- iii PERMIT j�,�. •i. )4 -3670 Ilil 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: ri $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: Proje c�scoc�P OPLA 15 Type o Inspection: v\ n v ' kcr�r v �vn 1 r Address: 3 c 3 1 - 2 , 7- \ Date Called: C r aw ` Se(('-e., Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1" 670 1::kpproved per applicable codes. El Corrections required prior to approval. COMMENTS: ( (� r)rireC�4t0 -A\ vv. P -Onr1 Cn p�.`�4 � � Inspector: ( l_{D Date: € i _0L) El $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: Project: I S24AF � G &711 Type of Inspection: f Ail,/ 1N 6 Address: Lp 7"/".5 - 57-25 - S, /3a. / Date Called: 3 - -2 V -O V ,-- Special Instructions: Date Wanted: a. Requester: C ,/ Pone No: 1 aD6 7 ^ 427&2-- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: J $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Ty of In IlaV 13 /e/., Date Calle Special Instructions: Date Wanted: . a iwi . . hoti Requester: N .. c., ( Phc , r : 1 3 : LQ -"' 1 q0 ) / i A...,:i it ( --. . ) - - ., '''.., • 4 .... #„... / . - ) . : , • , / u 1 I P ject: / ,, Ty of In IlaV 13 /e/., Date Calle Special Instructions: Date Wanted: . a iwi . . hoti Requester: N .. c., ( Phc , r : 1 3 : LQ -"' 1 q0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit PERMI (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: z- $47.00 REINgPECT N FEE REQUIRED. Prior to inspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: A/1„ ,/ 5 / m c7 5 ki/ /(4 i // / V 4 / f j-iin t - z -, 'A ; / /19 ", • ('lt d.. I ,/ Type of Inspe tion:C �/ eier >Le.c, P f ' P ? -- L SD 3 /< i• A .A2 `-> � ` i f ,; l/7 - ,.01,1 ii 1 d ' /i-_ ' 1 C"--1" A-An 1- ; 54 -1. i-//;1, 1 /VOlk — -- 5; 5 / 1 ; 74 / 1 7/)- - 2- - • .?/4 ,2/,, e-? ,e_/-c- , ,A1 »/_._ -- Date Wanted: j� ? (a? 7/0 '4,4 t iri eii d \ 7 Requester. c 4 . , 2 Phon No - .A Pr c p Type of Inspe tion:C �/ eier A .A2 `-> � ` ' d ( a / (o Date Calle 1 Special Instructions: Date Wanted: j� ? (a? 7/0 m P.m. Requester. c 4 ` Phon No INSPE Inspector: ION NO. r 1 INSP T ION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a.� i L& - 357 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. El $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: COMMENTS: Type of inspection: u.satl._-Clo. I.) 4-c4j \ X3/2. rfc,vl,rts (,2) . 3Ss 'ti)-?r Oos\ . Special Instructions: Lot 15 Lot l Date Wanted: 2- < , a.m. Pm Requester: Tay c34-r • (.7 row\ s ,o c c .e. (7, ,rp rA - 1-790 1, )9 S ( 4 \I .Pin r c v- c, SO - 0 t r1 S1)?c* S i l�ao \.\ a6. - AA \ 4 vvnR. Project: C QSCGII:�e, ��Qh Type of inspection: u.satl._-Clo. �Cy ( „sP Address: 3325 S 13241c1 PI Date Called: 2.y b- O Special Instructions: Lot 15 Lot l Date Wanted: 2- °� a.m. Pm Requester: Tay Phone No: 300 "� 687* INSPECTION RECORD Retain a copy with permit D03-357 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMI N El Approved per applicable codes. Corrections required prior to approval. Inspector:` Date: 2 - O $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: C .. COMMENTS: Type of Inspection: ST) Address: 22 g,.5 t P1 Date Called: oi/30 t og ....5-- Special Instructions: Date Wante : ,. 04/ 00140/ a.. m p.m. Requester -. - a (j. 4- 2- o s • 7 & s, to. -�. -, 1Z Ai, 0. Cw t ri) AU, r ( - 4 ; 9 1 , r 5. - Gam- , 1?) Ai . 6_ cam., .4 Pr ect: �1 //``,� Ode S( elf) - )C / Type of Inspection: ST) Address: 22 g,.5 t P1 Date Called: oi/30 t og ....5-- Special Instructions: Date Wante : ,. 04/ 00140/ a.. m p.m. Requester -. - a (j. Phone No: ;1 - cQO - 6S 7(/ Doi -3E7 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 El Approved per applicable codes. Corrections required prior to approval. Inspector: t Date: 2-/ ri $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: Project: n ( ' ` T y p f Inspection: d _ Adak , Add s . r � 4 (3a 41, Date Called: i P 0� Special Instructions: Date Want Requester: 1 0-4-6,- Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Date: Doi 351 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: El $47.00 SPECTION F'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. q'ro1ect: 6,6, giev 1 Type of Inspectio tk� 04 we'l(s • • Calle / (,� � / 0 � . i3/ (`te �/ Special Instructions: Date Wanted: 1 / ' 7 a.m. /�7 Requester: Aficif P a e 6(0 -730 ~,q(t)a INSPECTION RECORD Zi Retain a copy with permit INSPECTION NO. PERMIT N 'i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: kNA. c c,�e w`(5 2 �-� 6v ` J ex.4 c � i Date: S 7.00 REINSPECTION EE REQUIRED Prid to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: f G e O 4-r( .I rep* o r o I 'I 1P * \ k r SUVVC AS `, 1 4 '55 po✓ CIA - - r -rao, i hciS f A � N 0 r : v' C'npv0,1 C ov\ r o (-\or h( )1 P i \O U St 3 r0 6 CAL ~C i (1.961 Ot,Nc` C�1W.0�c 1U1��‘ik, C '1( t ( 1 v,n -e1n ((6 ,n 5 a t' u w P<A ( (J O ro v e, )9 AI So 3 T. + soo trot vl r.e T OW, - k ov 5f 5i A-r S ra ( -t-t- i,.)A. ar 40 P iMra 1 v\aG .lv1)d UU1 '( P ct: Typ f It= ,( CO Of A � Q( fi. , 13 .2 '� Date I D Called: i f CD L { Special Instructions: 0/5) N' J Q:c'O Date Wanted: I (2 1 10 (4 4 . . Requester: NICK Phone - - 7 30 PILe4 N Approved per` applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L03 7 PERMIT A . (21 6)431 -3670 ❑ Corrections required prior to approval. Inspector JO A d Date: 1-- ; 1 — (1L 0$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 • , • ..r.�,,:•(, "-_' "" ,t ••7 'rl7x9P7'"-+'=' Vsnr...;,j 4 yf*"rrrr.. s Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department Thomas P Keefe, Fire Chief ( Needs shift inspection FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ! Retain ., current inspection _schedule Approved without correction notice Approved with correction notice issued C c: .4' 1 � Permit No. / Steven M. Mullet, Mayor Suite # Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 NOTES: 4' MAX. HEIGHT yip / /> / / n 1' MIN. CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH 6 OUTLET PIPE 1 MIN. 16' 2• DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT -DIP GALVANIZED, ASTMA 3. ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING WITH SLIP FIT EXPANSION JOINTS. SEE ABOVE FOR ROCKERY DETAILS NON- SHRINK GROUT (MOUND TO DRAIN) NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. MIN. 4• DIAMETER PERF. PVC, SOR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 11/4 CONTINUOUS SLOPE TO OUTLET; PIPE WRAPPED IN UNDISTURBED FILTER FABRIC (MIRAFI OR EQUIVALENT) • SOIL Imo 2 (OR FLATTER) 1I 12• 12• it L 1' MIN. 4 • 2% 12• 4' DIAMETER GALVANIZED STEEL SLEEVE NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE•ORAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'.4• QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1• DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE: MIN. 2• GRAVEL UNDER PIPE. 12• WIDE PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY AND OUTLET PIPE Daig 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE city of Tukwila SHEET: APPROVAL: B. SHELTON ROCKERY & SIDEWALK W/ SAFETY RAIL RS -05 REVISION 41: 08.03 i !f� File: D03 -0357 35mm Drawing #1 Check Seismic: 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 =( W b y -y =( W c y -y =( W d y -y =( W e y-y =( W 1 x -x=( W 2 x -x=( W 3 x x=( W 4x -x=( 0 sf /rf + 360 sf /rf + 699 sf /rf + 345 sf /rf + 0 sf /rf + 324 sf /rf + 576 sf /rf + 504 sf /rf + 0 sf /rf + 0 sf/ wi + 292 sf/ wi + 738 sf/ wi + 350 sf/ wl + 0 sf/ wi + 296 sf/ wi + 600 sf/ wi + 484 sf/ wi + 0 sf/ wi + 0 sf 1 fir )x 0 sf / fir )x 0 sf / flr )x 0 sf / flr )x 0 sf / fir )x 0 sf / flr )x 0 sty fir )x 0 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6520 lbs : 14370 lbs : 6950 lbs : 0 lbs : 6200 lbs : 11760 lbs : 9880 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2'x-x= V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2822 lbs. : 1365 lbs. : 0 lbs. : 1218 lbs. : 2310 lbs. : 1940 lbs. : 0 lbs. : 0 plf 89 plf 202 plf 52 plf 0 plf 66 pit' 90 plf 188 plf 0 plf WOAmain= 2390 sf /rf + 3980 sf/ wl + 1154 sf / flr )x 10 psf = 75240 lbs : V total = 14777 lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x=( W 2 x -x=( W 3 x -x=( W 4 x -x=( 273 sf /rf + 649 sf,(rf + 834 sf /rf + 634 sf /rf + 0 sf /rf + 539 sf /rf + 892 sf /rf + 959 dirt + 0 sf /rf + 260 sf/ w1 + 942 sf/ wi + 1850 sf/ wl + 928 sf/ wl + 0 sf/ wl + 917 sf/ wl + 1708 sf/ wl + 1355 sf/ wl + 0 sf/ wl + 0 sf / fir )x 164 sf / fir )x 732 sf / flr )x 258 sf / flr )x 0 sf / fir )x 218 sf / fir )x 531 sf / fir )x 405 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 17550 lbs : 34160 lbs : 18200 lbs : 0 lbs : 16740 lbs. : 31310 lbs : 27190 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x x = V 3 x -x = V 4 x -x = 1047 lbs.: 3447 lbs. : 6709 lbs.: 3574 lbs. : 0 lbs.: 3288, lbs. : 6149 lbs. : 5340 lbs. : 0 lbs. : 50 plf 304 plf 402 plf 102 plf 0 plf 278 Of 280 plf 577 plf 0 plf a • ARCH ITLCTS NDRTH WEST Lateral Analysis: 1997 UBC P: Max Ht -upper - P: Max Ht -main = P: Max Ht -lower = Compute Wind Load x -x, y -y: 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 c y -y = upper= 19.00 ft w x 12.50 ft h= 237.50 sf x 15.35 psf = 3646 lbs d y -y = upper= 9.00 ftwx 12.50 ft h= 112,50 sf x 15.35 psf = 1727 lbs e y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs 1 x -x = upper= 9.00 ft w x 8.00 ft h= 72.00 sf x 15.35 psf = 1105 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 ay -y= b y -y = y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = 4x -x= main= main= main= main= main= main= main= main= main= 27.0' @ Ridge; :Use P = 20.0' Ridge; :Use P = 15.0' :Use P= 7.00 ft w x 15.00 ft w x 19.00 ftwx 11.00 ftwx 0.00 ft w x 9.00 ft w x 18.00 ftwx 13.00 ft w x 0.00 ftwx CITY OF TUIIvliiA APPRCIVI` 0 DEC 3 0 2003 I csulru BUILDING DIVI 14.50 ft h= 10.50 ft h= 9.00 ft h= 9.50 ft h= 0.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule 13.22 psf 101.50 sf x 157.50 sf x 171.00 sf x 104.50 sf x 0.00 sf x 81.00 sf x 162.00 sf x 117.00 sf x 0.00 sf x •nit • 13.50 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = FILE COPY Plan : 1 412400A2F -0 Lateral Analysis: Date: 10/30/99 1370 lbs 4001 lbs 5906 lbs 3108 lbs 0 lbs 2176 lbs 5457 lbs 4126 lbs 0 lbs I !,nriArct2nri that the Plan Check a orovals are subject to error. and orni ssiors anc approval of. plans I is 0 . / jit} �c��-' .`e the , _ lr.lti n of any •. '� i a rr T - : ,c e. ,. • 1 .. :1 ...o k -, t o . • i.:i 1,Y.., •. : h' 3 G.a ...'.i,vt',.'vi • pFR Mirc s• Nra Total Wind Loads TWL y -y upper = 7291 lbs TWL x -x upper = 7000 lbs TWL y -y main = 14386 lbs TWL x -x main = 11759 lbs • WOODINVILLE, WA 98072 FAX: (425) 487 -6585 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 0 0.00 tl If shear wall tl sw y -y 14.33 tl If shear wall 54.33 14.00 tI If shear wall 26.00 tl If shear wall 0.00 ti If shear wall 18.50 II If shear wall tI sw x -x 2 tl If shear wall 54.51 10.34 tl If shear wall 0.00 tI If shear wall 14.33 3.00 _ - 8.00 6.00 _ 4.50 21.50 _ 0 18.50 3.50 5.33 16.00 9.67 2.67 2.67 5.00 2.75 _ 0 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 20.83 ti If shear wall tI sw y -y 11.33 tI If shear wall 83.83 16.67 ti If shear wall 35.00 tI If shear wall 0.00 tl If shear wall 11.83 ti If shear wall tl sw x -x 22.00 tI If shear wall 43.09 9.26 tl If shear wall 0.00 ti If shear wall 8.33 3.00 _ 16.67 5.50 29.50 0 3.00 3.50 5.33 16.00 6.00 1.88 1.88 2.75 2.75 _ 0 ARCHITECTS NORTHWEST Date: 10/30/99 Compute sum of Shear - Resisting Walls & Compi / x -x, V y -y oor: Compute V x -x max. and V y -y max. location upper floor: a y -y = 0 lbs 0 lbs 0 #'s/l = 0 plf wind Use SW #: not applicable b y -y = 1919 lbs 915 lbs 1919 #'s/1= 134 plf wind Use SW #: P1- 6(198p1f) c y -y = 3646 lbs 2016 lbs 3646 #s/1= 260 plf wind Use SW #: P1 -4(304p11) d y -y = 1727 lbs 975 lbs 1727 #s/1= 66 plf wind Use SW #: P1- 6(198p1f) e y -y = 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not used 1 x -x = 1105 lbs 870 lbs 1105 #I's/I = 60 plf wind Use SW #: P1- 6(198p1f) 2 x -x = 3316 lbs 1650 lbs 3316 #vs/1= 129 plf wind Use SW #: P1- 6(198p1f) , 3 x -x = 2579 lbs 1386 lbs 2579 #'s/I = 249 plf wind Use SW #: P1..4(304p1f) main floor: a y -y = 1370 lbs 748 lbs 1370 #s/1= 66 Of wind Use SW #: P1 -6(198p1f) b y -y = 4001 lbs 2462 lbs 4001 #'s/1= 353 plf wind Use SW #: P1- 3(389p1f) c y -y = 5906 lbs 4792 lbs 5906 #'s/I = 354 plf wind Use SW #: P1- 3(3890f) d y -y = 3108 lbs 2553 lbs 3108 #s/1= 89 plf wind Use SW #: P1- 6(198p1f) e y -y = 0 lbs 0 lbs 0 #'sJl = 0 plf wind Use SW #: not used 1 x -x = 2176 lbs 2348 lbs 2348 #'s/1= 199 plf seismic Use SW #: P1.4(304p1f) 2 x -x = 5457 lbs 4392 lbs 5457 #'s/l = 248 plf wind Use SW #: P1- 4(304p1f) 3 x -x = 4126 lbs 3814 lbs 4126 Ws/l = 446 plf wind Use SW #: P1- 2(516p1f) Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor. Sum SW cap y -y = Sum SW cap x -x = ~ J 1 V wind 54.33 If x 54.51 If x 83.83 If x 43.09 If x 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 V seismic /1.4 V max #'s / length plf governing force 198 plf + 198 plf + 304 plf + 350 plf + 0.00 If x 0.00 If x 0.00 If x 0.00 If x Plan : M2400A2F -0 100 plf = 100 plf = 198 pif = 25485 lbs > 14386 198 plf = 15082 lbs > 11759 10758 lbs > 7291 F.O.S. = 10793 lbs > 7000 I F.O.S. _ page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = Redundancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1360 sq ft Vmax = 801.4 Since 801 plf > full seismic of 567plf 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 -): 3316# / 140plf = Use 24ft of sheathed wall to deck between trusses, per Oet #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 < 177p1f OK Upper floor diaphragm: c y -y: (5906# - 3646#) / 20ft of continous top plate = 113plf < 177plf OK Main floor roof dlaphragm: d y-y: Use details # 9 and #10 for tranfser from SW above to roof deck. 89plf < 140plf OK General: Use sheathing at gables and gable end trusses continuous with sheathing below._ _ ._ 1.48 :1, OK 1.54 :1, OK 1.77: OK 1.28 : 1, OK WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITEC:tS NORTHWEST Date: 10/30/99 Plan : M2400A2F-0 Check Overturning for Holdown Selection Uplift = ((ht x plf x width) - (2/3 D.L.x 1i , Note: Ito roof deal load used to resist shearwall overturning, It Is considered equal to any uplift force from wind. Location width V plf ht. upper floor: b y-y C y -y= 14.33 8.00 6.00 d y -y = 4.50 21.50 1 x -x = 2x -x= 3 x -x = main floor: a y -y = 16.33 4.50 b y -y = 8.33 3.00 c y -y = 16.76 d y -y = 5.50 29.50 1 x -x = 2 x -x = 3 x-x = 18.50 9.67 16.00 2.67 2.67 5.00 3.00 3.50 5.33 16.00 6.00 1.88 1.88 134 plf x 260 plf x 260 plf x 66 plf x 66 plf x 60 plf x 129 plf x 129 plf x 249 plf x 249 plf x 249 plf x 66 plf x 66 plf x 353 plf x 353 plf x 354 plf x 89 plf x 89 plf x 199 plf x 199 plf x 199 plf x 248 plf x 248 plf x 446 plf x 446 plf x 2.75 446 plf x 2.75 446 plf x 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 11.500 ft. h. = 11.500 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.000 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 6.500 ft. h. = 6.500 ft. h. = 18915 - 142ND AVE. N.E. /SUITE 100 PHONE: (425) 485 -4900 M / width 1082 lbs - 2105 lbs - 2105 lbs - 537 lbs - 537 lbs - 483 lbs - 1044 lbs - 1044 lbs - 2016 lbs - 2016 lbs - 2016 lbs - 756 lbs - 756 lbs - 2854 lbs - 2854 lbs - 2864 lbs - 718 lbs - 799 lbs - DL /11' 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 100 lbs = 100 lbs = 160 lbs = 160 lbs = 160 lbs = 80 lbs = 90 lbs = Uplift 704 lbs. Use : 1894 lbs. Use : 1946 lbs. Use : 418 lbs. Use : -31 lbs. Use : -6 lbs. Use : 789 lbs. Use : 622 lbs. Use : 1945 lbs. Use : 1945 lbs. Use : 1884 lbs. Use : 218 lbs. 608 lbs. 2414 lbs. 2696 lbs. 1979 lbs. 573 lbs. -77 lbs. It)) / width Use: Use: Use: Use : Use : Use: Use: page 3 of Holdowns selected H6 w/ ( 16 ) 8d nails CS16 -46 U -strap w/ (28)10d nails MST48 w/ (34) 16d nails scheduled nailing scheduled nailing scheduled nailing CS16 strap -36 "I w/(18)10d nails H6 w/ ( 16 ) 8d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails WOODINVILLE, WA 98072 FAX: (425) 487 -6585 11 5/8" AB Min 12" of panel edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 8" edge dis STH014RJ w/ (38) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge 5/8" AB w /in 12" of panel edge 1605 lbs - 160 lbs = 1446 lbs. Use : STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge 1605 lbs - 160 lbs = 1420 lbs. Use : STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge 1605 lbs - 100 lbs = 1429 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2005 lbs - 170 lbs = 1107 lbs. Use : STHD1 ORJ w/ (28) 16d sinkers, 1 1/2" edge 2005 lbs - 170 lbs = 1668 lbs. Use : MST48 w/ (34) 16d nails 2896 lbs - 65 lbs = 2856 lbs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di 2896 lbs - 65 lbs = 2856 lbs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 8.083 ft. h. = 3601 lbs - 220 lbs = 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 8.083 ft. h. = 3601 lbs - 220 lbs = 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge Holdown and Shearwall Summary Use(13) Use (6) Use(2) Use(2) Use ( 11 ) Use(2) STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. CS16 strap-36"I w/(18)10d nails CS16 strap -46"I w/ (28)10d nails MST48 w/ (34) 16d nails H6 w/ (16) 8d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. Use (1 ) STHD10 w/ (28) 16d sinkers, 1 1/Z' edge dist. Use (4) STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. • ARCHITECTS NDRTHJ\ ZEST JUb Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: . P= CexCgxQsx1w Ce= Exposure Factor; Cq= Method Factor, Qs =Wind Stagnation pressure; lw=Importance Factor z z - U 00 CO = CO W P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H w 0 g5 CO I- w Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Z — E- Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q z O R = Rotation value from Table 16N ; W = Total Seismic Dead Load uj • Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) N O— 0 H • w W H- - IL, O w z U r n 0 z 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); lw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: Earthquake per Section 1626: 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)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): 18915 =142nd AVErN.E. /. SUITE 100 PHONE: (425) 485 -4900 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 floorsheathing: 3/4" T&G CDX plywd w/ 10d cLD 6" oc at edges (177p1f 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 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. CALCULATED BY A DATE tope) 3d l SHEET ND. OF I Exposure B 80mph a • 1. v •••• • • W00DINVILLE, WA 9807; FAX: (425) 487 - 658: SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -1 -1, & 23- 114 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w I 8d (gun) nails @ 3" o.c. 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 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining paneedges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 318 "x5" lag screws @ 8" o.c. or 5/8" 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 edges. 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. • • ARCHITECTS NDRTHW GST HOLDOWN SCHEDULE updated 7/30/98 STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 VT edge disL STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22w/ (12) 16d nails, 1 1/2" edge dist. HPAH022w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22•w/ (19) 16d nails, >8" edge dist. 5/8" AB wfm 12 of panel edge CSI6 strap -36"I w/(18)10d nails CS16 strap-461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD1 OA w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 FA. w/ (12) 8d nails • • ' . ._ 18915= 142nd AVE. N.E. / SUITE 100 PHONE (425) 485 -4900 J06 r\ q co - CALCULATED BY --- DATE tsbb # listed for.1/97 Simpson Strong -Tie cat. # 2745# 2575#@6 "c. 2745# 2575# 4430# 4220#@6 "c. 4430# 4220# • hem -fir table hem -fir table hem -fir table hem -fir table SHEET ND. 1564#@6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 2607#@6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir S DF k flJrttlftglt% „ 4011MNS lm fANA g i MIVS- W00DINVILLE, WA 98072 FAX: (425) 487.6585 • to • ARCHITErITS NORTHWEST t , t 0 11 0 -11•11111•111116■111\11010---- -• r t4 J . 8 .41—....--.—..--- z .2 m 1 • 74 I ....".'111111".. : di. - --- .: 59SLIAL 0A51-.12 e4D SCISSOR TRUSS 10' CI -- sna .s•er.:AL. SCISSOR ' rrRI./..S. • 3 rt, • ; .1, • .•••1•• .; • • . :• • !!: 18915-142nd AVE. N.E. / SUITE 100 PHONE: (206) 4854900 JOB M24ODA2-F -o CALCULATED BY DATE ; I I . 6ABLISS U.N.O. ( S ) ). . WISIErM111111111111 1. IEEE o Ft • -/ akl R44141 F to (la (54 IL 4. Lcfmnr?" _ Iii v.,/ LAM. GLA.....5 lot 1:111111 i =illsmin 9,06 F ra..kv■I SHEET NO. OF I ( 5e,•.o• • e..11.--/ ADV. MAIN FLOOR 2 I1 H TAIL - . C 1 b - .O. $I MAIN F.' MAIN I 1 OA WOODINVILLE, WA 98072 FAX: (206) 487-6585 ARCHITECTS NORTHWEST LINZ OF VA;.1. BEDRM 2 11oy 5D. maw= + 4464. •WiniAL.1 1 )19 ( 1 ;33 U FR/LL h4EI6NT STUD'S • LINE OR WALL 'Y_Crr • _ y. Crt • V c a a 5°5* PIGTvote YV AP. 6LA55 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: 206) 4854.900 • LINE OF ROOF S°1 CW JOB h lA CUD A CALCULATED BY v f FAR - DATE (017 o I `q ? SHEET NO. OF I ' 2. LINE OP r1AL EeW -NE CIS .05T. °O_ LING OP' FUOOt SE-01 WOODINVILLE, WA 98072 FAX: (206) 487 -6585 • 4 ARCHITELTS NORTHWEST PATI 4 ' wrNG. 7xN 1' 0. o. . c = �.n1 .4 flIA+Tb DIN I NG 18915 AVE. N.E. / SUITE 100 4 4aQ JOB IM 106 A ".F - O CALCULATED BY f'v'v'r Pvt.. DATE L0(30 ( 4 2 SHEET NO. OF t 9 1 Sit— ° b! -11' A MP. . N � / 6x6 NON -5TQ. JRAL - `∎ —• 4 . 0 OST GY=R D' YU?°_ NALF /W.- • 4: APP. ��I W 0, • 0 i 1 it D 01 II1� 0 1 1 v Ib 1 I i Wt..... n, 112 (7.0.! t1 O LO- ,VAULIN CP T LIVING ' C. 4 14P=T h„sTg8 c•► 2.+4 5 J I N6 . Y'4>•IL • 56 . NOSIN6 C. , - AIRS (Li) ' lt.o. (2)5Thel00.1 �►CL -� 1 2' -Oil r+AN6E4 TriO :xPO F.., • FAMILY* • P 901.1 .5' -C • .420.F. 1 1 1 I I OP C �9V. • I; � I o F O ER gyp.. 5' -B' AND WIL° I ., � 0I 54 14051N6 ASV. O5IN6 POST,: MALL BUJ . -. • NCO 2x4 ' P. N6 T1N6 • DIA. FR `LSM AIR DUCT YV DANr'JA a. :EL. sTS CARPET 2x10 F.�. • 16' OG, 4.IC DP SOT OOYW TO -- + OF •OI5T5 1L P05T5, SEAMS. I GPILIN6I o Cl I YV 5/8' rr s 1 '1 'X' 6 /v9. ; m. a J.1. i `0' OI M1 �I I' 'S I /0 ' x15 U2' 6_ 9__ -J X11 —VPSET INTO.,NL, ABV. v. Ail SIM.5ON M141 p 4x1 OF. IL I < II I O1 2x6 G.�. - 2 0.0 .1 e B' -II' A.M.P. I L16aTYt16MT I J, ■ I :TG --' -OFFI 70YM T "6' SOT. OF BEAM • H ., - : N coy'!" 01 ° ri i _II or pry ' —r • ■ el 4• 11.4. � h--_ II I J .. • 8' -d' A.MP. O I II 1 JD8L. SLti'6 I o II a 1 1= ?n iii J II, m 6'-0' 2' -0i ▪ I I I .-1 I SOP-'1 (41sr41a4 tal t WOODINVILLE, WA 98072 FAX: (206) 487 -6585 .,r.;,.; �.; '7s ynv.,. n,,��.. , : , . 4 . ya;.n.�v,:::r , 1ro?<*+ctrtrev r ,, - ._ t • ARCH ITE' TS CALCULATED BY NORTHWEST DATE , o l =o ( / ' 2 41o 2x10 P... • lb' G. 05L...ST5• 2x10 P.. • 16' O. DEL. -.WE. STJS -0./T 114 R_AR • 10' OG. -ONG 2x IC P... • 1.7' O.G. 1 .15E °.T. RIM .GIST 25L. s7S. HMVASTOML OR FLASe+IN6 FCR wATER PROCPI•6 C9L srs.i 1 05L sTS i 2x10 P.J. • 16' 00.1 4 ' GC 6 MIL. •• 1 t 1 . FL :CR A9 ■ PAC 5 )b.0 18915-142nd AVE. N.E. / SUITE 100 PHONE: (206) 485 -4900 �3. Ul 1U _ " I DS unit OF P.P. AOV. Joe ‘2.4 4 A'L F ' (4 tThl 101V JCIETS AREA IT. Vein; T. FLOOR r5V K-OUT G. FOR !JRN. DUCTS et012,t oven V9. OVER FILL TO ON. DOORS SHEET NO. J rt.) t •-) • B ON GRADE 2176E oP SLAG 3 cr r Ia'x3C GONG /EDGE GONG LINE C (LINE 9 of 11 4)$1 Cl� 6:tUt'TD 0 010 • II CONTINUE eOo 1N6 — J a 5ae.ATN O!-. 70OR : i 4. 4 ct TURN VOVW SLAS a INTO IOOT1N6 (2. i! 4j'o r DAP W • 'I W00DINVILLE, WA 98072 FAX: (206) 487-6585 z _I- • W _iO O 0 W I V/ u_ c W O • Q I 1— w Z F^ O W • I-- • W U � u) _ O f— W � U IL O W O — h- O F- z a VsE f GCRPER M •!R..^N' ARCH1TETS NORTHWEST gb CALCULATED BY t I S /Ax• r/INCOM r iMJ SOS rh 24 do • DATE i 0 l 3 c 19/ / 2x6 °RAG1G�r �� (4065•47 r 2:1 : -V ■ _MPO51 -o .� e I A i eu v. -t. SHEET NO L7a�_ P SICIN6 ��,6• Aria VENT ------ ili*MOW - M il IFIr � _ -- _ SLIM s .m om YrUr All= �.. • ._I. �.. MINIM 1� — s ue _ —� - ' 11 � s. _ ��■� • .... • li riggligi �� ` mi � r_ Lv i _ i nia ■ r 1 .1� �,.I1�i� a: iii1 yt '!_IENTI I I1 �c imir" ■ir r r► �t�saa d araaav+ am l _- -� �� ''�ii�i��tdlll�liiii�'��l�I�� `�aIQ�� - �� ; _ : KB E• a AN a , 2x10 TRIM \ .�l� .wi�INT i as ;G7::Ci. -T rV _Au GLASS 9 6' HI6 P RAP. W arr•.` Ir AI Mb, Irt 6742% =2 t: .44 11 41 1=1 • aaaNlr.vaMa ..-' .!-� -. -1 4 P�aaaaar� / ■rr\ '_ NIP' ■•INIMMOL V .∎ `E MI I ■■ 18915 - 142nd AVE. N.E. / SUITE 100 SAIL_ ,44.€ - mss lv OF 2x6 (:JE POS 2x R 2x6 MAI: LI6+.1 6 H T S• .i ..e.w I' WOODINVILLE, WA 98072 • ARCH ITE'TS JOB hn. VIC0 P3 2 F- O CALCULATED BY N RTI-INEST DATE (3 a (9 41 • !1 ''� ci • r - 18915.1 42nd AVE. N.E. / SUITE 100 PHONE (425) 485 -4900 SHEET NO. t W00DINVILLE, WA 98072 FAX: (425) 487 -6585 .w.ot••4,4.t'. ;::u.:SS yiSL".E.Y.tu''kwa : e:.u. 1444./4 ata,.,.rr. 444 - TYPICAL END CONDITIONS . �`�..�� MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72w/ (56) 1J iV F 16d 16d nails 16d nails nails : nails J � cep / Clear Span 1850#1 2945# 4415# 5150# , , !Uon n . • • REIM S ftB \ ` \ Typical Rim Joist 1."1...... I I STHD14RJ • • ' • CORN NAILED � '' � Installation • • • • :. �/ Typical CS I as a Floor Tie • • Praviae ,,,,L 1• Equal number al sosethea Am CS16 strap-361 w/(18)10d CS16 strap -461 w/ (28)10d 1, LE NGTH I ' �� ap • I EN0 1d LE r► 6 ' nails nails E tjT 1353# 1650# 1 / I I Typical HD5A + Installation with , . SSTB anchor bolt. Washers are not requir at the base. HD10A w/7/8" SSTB28 A.B.w/ HD8A w/ 7/8 "'SSTB28 A.B. HD5A w/ SSTB20 AB w/ r (2) : F� ;� • ! 11 �! (4) w/ (3) 5/8' 7/8" bolts 7/8" bolts bolts \ ' -• t3o MIN. REHAB LENGTH - • . , Corner 1,,: Typical with • • O • ° • • • •: °° . • ° • l e � I nstallation . • : 8 , ,' '� 1 i SHEAR 12 REAR r ^ • . r ( CONE MIN. LENGTH . ' • r y - � ,o;. :: • • STHD Installation 3 -2x studs SIMPSON STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge disc 2745# 2575# Strong Tie STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#40 CONNECTORS STHD14w/ (38) 16d sinkers, 1 12" edge dist 4430# 4220# NOTE: ALLVALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLYTO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. • ARCH ITE'TS JOB hn. VIC0 P3 2 F- O CALCULATED BY N RTI-INEST DATE (3 a (9 41 • !1 ''� ci • r - 18915.1 42nd AVE. N.E. / SUITE 100 PHONE (425) 485 -4900 SHEET NO. t W00DINVILLE, WA 98072 FAX: (425) 487 -6585 .w.ot••4,4.t'. ;::u.:SS yiSL".E.Y.tu''kwa : e:.u. 1444./4 ata,.,.rr. 444 - • ARCHITECTS N • RTHINEST DETAIL A 1DETAIL A SIM. LATERAL. ETAIL 4 Si-EAR )MALL PER PLAN bc1 NAIL c b" Ti-IROU6I4 SFEArrilNIS INTO ROOF M.A1v1INEr MEI•SER. FIR PLAN LATERAL .E.TAIL 10 18915-142nd AVE. N.E. / SUITE 100 PHnnic. 3 ^ NOT TO 2x FIRE ELOGKINtS (2) Ibd NAILS • EACH STUD 2x BLOCKING EETIAN ETUDE: 2x (ME SI= LARtSFR-. iriAN PRAMINSP OR SOLID BLK.5 NOT TO AL.! JOE CALCUL.:.TED DATE 101SO 191 MI- LA I =RAI_ DETAI 5 lb= b" 0 DO -JOIST SHEET NO it R ` ..1 N.0 •".,ALL= —(3) lbe ..I.DIST L DIAPi-RAS 5LO17.; ELOOKIN5 c 54-=-_AR Mk LArERAL vETAIL 17 NOT TO JJOODINVI ,/k/A 7_1 "‘ roots Are ARCHITE STS NIJRTHWEST TYPICAL ROOF DIAPHRAGM I6d • 6' O.C. SHEAR MALL PER PLAN LATERAL DETAIL 11 2x SOLID BL.OGKINS (4) 16d INTO BLOCKING IOd • 6' O.G. P9S PLAN i'..,,AtTERAL DETAIL 18915 - 142nd AVE. N.E. / SUITE 100 ROOF FRAMING MESS PER PLAN 2x6 SOLID BLOCKING • 48" O.G. (3) I6d TO BLOCKING EACH END TYP. NOT TO SCALE SHEAR WALL PER PLAN (2) I6d • 6" OL U.N.O. Sc SHEAR WALL SCHEDULE FOR NAILING PATTERN SHEAR WALL PER PLAN NOT TO SCALE JOB h^ CALCULATED BY DATE 1 51-3_AR YVALL PER 'PLAN Bd NAILS • 6" O.G. THR0)& SH ATHIN6 INTO FRAMING hoEh-MER ROOF SHEATHING I ROOF 'RAMI N6 MEHEBR PER PLAN TE L. DETAIL a SHEET NO I k r6 OF R. M,4 —(2) I6d • 12" O.G. MAX. • SPLICE 2x STUDS "ER FLAN 16" OL. rrPIGAL LATERAL DETAIL I8 FIRE BLOCKING 2x ELKS BFI. 7. • N STUDS (2) Ibd NAIL5 • EACH STUD NOT TO SEAL . NOT TO SCALE W00DINVILLE, WA 98072 FAX 14251 487-658E Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 December 17, 2003 /ARCHITECTS V NORTHWEST To: City of Tukwila Building Department RE: Dream Catcher Homes Subject: Architects Northwest Plan M2400C2F -0 Plan to be built per architectural drawings. Engineering does not have to be redone to the modification to roof plan. Going from a gable pitched roof to a hip decreases the sail area on the house there for making the structure more sound. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Zachary R. Adams Architects Northwest, Inc. P: 425 - 485 -4900 F: 425 - 487 -6585 Toll Free:1- 888 - ARCH -100 Email: ANW@ArchitectsNW.com 60= 1 003 ba57 {~ W J 6 U U0 o -1I- N LL w0 LL ? . co 3 '-- zI- W 2 • o U 0 CI F- w w Building Department: Bill Rambo, at (206) 431 -3670, if you have any questions regarding • t? u- O ..z w • = O ~ z December 11, 2003 Mr. Jay Keirouz 13619 Mukilteo Speedway, D -5 Lynnwood, WA 98037 RE: Dear Jay: Sincerely, encl City of Tukwila Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Numbers D03 -357 3825 South 132 " Place — Cascade Glen — Lot 15 This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works, Fire, and Planning Departments have no comments. the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. t . Stefani(Spencer Permit Technician xc: File No. D03 -357 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ..a; �I.+ tC S,: 1Y.:k'chxEi:tirrt:.uWna..�w -wnn •N�..+ ....... ACTIVITY NUMBER: D03 -357 PROJECT NAME: CASCADE GLEN - LOT 15 SITE ADDRESS: 3825 SOUTH 132 PLACE Original Plan Submittal DATE: 12 -18 -03 Response to Incomplete Letter # X Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: G (Z -O- o3 Building [5ivisidn Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 12 -23 -03 Not Applicable ❑ 0 DATE: DUE DATE: 01 -20 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: H� e + N:." �'�.¢3z�v +,w1'wa 117EtwRYsv�Iza: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -357 PROJECT NAME: CASCADE GLEN - LOT 15 SITE ADDRESS: 3825 SOUTH 132 PLACE X Original Plan Submittal DATE: 11 -12 -03 Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS: Building iv�o Public Works 6 4 1/ -i4 -g Fire Prevention Structural ❑ DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY Cf L AP IZ z, Planning Division Permit Coordinator DUE DATE: 11 -18 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -16 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: l9 O 3 Departments issued corrections: Bldg fki Fire ❑ Ping ❑ PW ❑ Staff Initials: �� Date: (crz Response to Incomplete Letter # Response to Correction Letter # (21 Revision # Contact Person: atl___Entered in Permits Plus on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 1 Z re w 6 U • 0 w1 CD u. w gQ I w Z = ZO LIJ • w U O N o 1 . w W H 3 ->.*N '`( Phone Number: ( 0c4 3c G 7�— . u. Z ui U_ na :4 q; 4 �,�, t' °•tic`• °2 •X 1 'r' 9Ydh x.:tt!jI,�C'' �,kn :k �x; ; • #1{ - ati , w.-=, • n�r ; n I 4' :P } `'. C ,g " W.tli t,ii" Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. after Permit is Issued Plan Check/Permit Number: c s7 C) 5 -- 5 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C"4S (- L LO "1 15 Project Address: �g. 2, Summary of Revision: l`2`P ✓` C7 `� `�� f l Ai1� C�1'� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 08/06/03 OPTION 6O/!E/O 1 7 7_ , /rte w -i r SIJ - !wn Emill4,5 F a iglumell 1.p J 10 glad Pi i 10 6. 151 gi4 lieklilliti *ikil r 9 MOOR 10'-0" VORTICAL II OVORNOAD I . 12% 0.95 0.58 020 R-98 R- SO R i R -15 R -I0 R-50 HER f4OI'.1S II. I:5% o- �z� 038 0.20 R-56 R-50 R -2I DESIGNED eY: DATE: ANWV • • DIMS% BY: DATE: WV . 7/3/00 LATERAL eY: DATE: ANW 10/,O/Md1 REVISED eY: DALE: 0.20 R-58 OPTION lo SLAMS AMA. S< or PLOOR •LAZINi W"AGTGR 4 I DOOR 1140407011 2 CfLIP* S VMGL"TCP MIAS GUN 12 MALL MO SRAM *ikil r 9 MOOR 10'-0" VORTICAL II OVORNOAD I . 12% 0.95 0.58 020 R-98 R- SO R -I5 R -15 R -I0 R-50 R -I0 II. I:5% 0.40 038 0.20 R-56 R-50 R -2I R -21 R -IO R-50 R -IO III. meow RH APARTMENTS OILY 0.40 030 0.20 R-58 R-50 R -2I R -IS R -I0 R-50 1R-10 IV. upiumrreo SINGLE i'AMIL.Y ONLY 0.40 038 0.20 R-3b R-SO R -2I R -2I R -IO R-50 R -I0 V. • L i I�'iII a MARTMINTS MY 0.55 0.58 020 R-98 R-50 R -21 R -IS R -IO R-30 R -IO FLOOR AREA, f MINIMUM FLEX DIAMETER MAXIMUM LE/46TH FEET MINIMUM SMOOTH DIAMETER �11�tRO0w�s . MAXIMUM ELBOWS • 50 4 INCH 2 OR LE5S 3 10'-0" 4 5 5 INCH 6 5 INCH 9 3 b 6 INCH MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 4300 50 15 65 90 80 120 95 143 HO 163 125 188 140 210 501 -1000 j • 55 60 83 40 70 13 105 115 8�".5 90 128 151 100 103 150 158 115 120 115 180 150 155 195 205 148 150 218 225 1001 -1500 501-2000 65 98 80 120 45 145 110 165 125 188 140 210 155 233 2001 - 2500 10 105 85 128 100 150 113 195 150 145 141 218 160 240 2501 '1!.R 115 40 191 105 158 120 180 155 203 130 225 165 248 13001 - 80 120 _ 45 143 110 163 125 188 140 210 155 298 110 2 9301-4000 85 128 100 130 115 115 190 145 145 218 160 240 175 269 4001 -5000 45 143 110 165 123 188 140 210 155 239 170 256 183 276 5001 -8000 105 158 120 160 135 209 150 223 165 248 180 210 143 24 6001 -1000 113 195 150 195 145 218 160 240 115 263 140 285 205 308 1001 -8000 125 186 140 210 135 295 110 256 185 218 200 900 V 215 523 8001 -4000 155 203 130 225 165 248 180 210 145 245 210 515 225 558 4000 145 2I8 160 240 115 265 140 285 205 908 220 550 255 359 FAN TESTED GPM • 0.25" W.6. MINIMUM FLEX DIAMETER MAXIMUM LE/46TH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS • 50 4 INCH 25'-0" 4 INCH 10'-0" 5 50 5 INCH 40'-0" 5 INCH 100 -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 WA 4 INCH 20'-0" S 60 3 INCH 13'-O" 5 INCH I00'-0" 3 80 6 INCH 90' -0" 6 INCH NO LIMIT 5 _ 100 5 INCH 2 WA 1 5 INCH 30 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH I5'-O' 6 INCH NO LIMIT 3 125 7 INCH 70' -0" 7 INCH NO LIMIT 3 REQUIRED FLOW (GFM) PL!! TABLE 5-2 MINIMUM SMOOTH MGT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH G MAXIMUM NUMBER OF ELBOWS OWS 2 50-80 6INCH 1INCH 20 5 80-125 1 INCH 6 INCH 20'-0" 3 113 -113 6 INCH 10 INCH 20'-O" 5 110 -240 4 INGH 11 INCH 20'-O" S • GENERAL ALL RISGUIREMENTIS OP THE Ii UNIFORM wILDINi cope, ALL. ArP'PLIGA.12 COM AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. CONSTRUCTION TYNE: VW SEISMIC ZONE. 9 OCCUPANCY JP. 11 .41 MIND NEM 60 MPH PIRO Zoe. 9 EXPOSURE GAT! ORY. B CONTIIPACTOR SHALL VERIFY ALL NOTES, DIMEiNSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL. ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 10 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISGIREPANGIES TO THE AIRGHiTIEGT AT THE TIME THEY ArRE NOTED. DIMENSIONS TAKE PIRECEDENCE OVER SCALED DRAWINSS. S ITE WORK AMMICHUNis UNLESS A SOILS IP VESTIOAT1ON REPORT BY A LICENSED SOILS III4SINEER, IB PROVIDED, THE FOUNDATION DESIOiN IS BASED UPON AN ASSUMED AVERAGE SOIL !MARINO CAPACITY OF 2000 IMF. EXTERIOR P OOTItNOS !'MALL !TEAR I'-6" MINIMUM DELOW FINISHED 61RADE. ALL POOTINOrS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK PILL MATERIAL. SHALL BE THOROUOHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERPERE WITH DIRECT LOAD PATH OP COLUMNS. CONCRETE 6ENER dl GLASS AND USE Ar. F00TIN 5 B. SLR ON GRADE S I -I/2" I -I/2" 3/4 CARPENTRY P'G 2500 STREM&TH (UNITS "N PSI) STUDS HEM -FIR *9 STUD GRADE JOISTS 4 RAFTERS HEM-F1* *2 (2x10) HEM -FIR *2 (2x12) SEAMS, HEADERS, LINTELS 4 &RDEIRS 4" NOP4INAL POiU6 -FIR *2 6" NOMINAL DOU6 -FIR MI SLUMP 9 -4 5 -4 MINIMUM U M SACKS / G.Y. 5-1/2 5-1/2 I. AIR ENTRAINING A6EINT (% TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POSSOLITH 500 SERIES (4 ox. PER 100* OP CEMENT) TO BE USED IN ALL CONCRETE. 9. MIX MAY SE DESI6PED IN AC•ORDANCE WITH THE PROVISIONS OF 1HE UNIFORM BUILDING CODE. 4. WA' TER TO GEMl9NT RATIO PER LUNIPORM 5LHL.PINIG CODE. 1941 NFORCIN6 5T L s 6TM A6I5 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PRENp BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AV REPORT 513. CONCRETE CAST A6AINST AND PERMANENTLY EXiPOSE'D TO EARTH. CONCRETE EXPOSED TO EARTH OR WEATHER SEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. faCEAL ALL FRAMING SHALL COMPLY WIh THE UNiFORM BUILDINI6 CODE CHAPTER 25. ALL MOOD IN CONTACT WITH CONCRETE TO SE rmessume TREATED. 6" MINIMRJiM CLEARANCE BETYEEN )MQOD AND EARTH. 12" MiINIP44 CLEARANCE BETWEEN FLOOR SEAMS AND EARTH. 16" MINIMUM CLEARANCE BETMEEN FLOOR JOISTS AND EARTH. F V 15 75 19 15 ge 63 P B 300 615 1,0"15 480 460 GLUE LAMINATED TIPMIER6 0OU6 -FIR LARCH (24F -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATES VENEER LUMER PARALLEL STRAND LUMBER. LOADING ROOF 15 PSF DEAD LOAD + 25 PSF LIVE LOAD • 40 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD • 50 PSF CEILING 5 PSF DEAD LOAD + 10 PSF LIVE LOAD • 15 PSF DECK 5 PSF DE'.AD LOAD + 60 MP LIVE LOAD • 65 PSF INTERIOR PARTITION • 1 PSI= EXTERIOR PARTITION • 10 P91= MOOD BEARING ON OR INSTALLED WITHIN I" OP MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OP JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/6" DIAMiETER WITH 2 "x2 "x5A6" PLATE WASHERS • 4'-O" ON CENTER UNLESS NOTED OTHERWISE. 1" MINIM)!. EMBEDMENT. ALL METAL FRAMIN6 ANCHORS AND HANGERS SHOWN ON P RAWINE'S SHALL BE STRONG TIE COIVNECTORS AS MAPUFAGTURED BY SIt PSON COMPANY OR APPROVED EQUAL. PLY °°P ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE I/2" GDX, UNLESS NOTED OTHERWISE. MINIMUM NAiLING SHALL. BE 641 • 6" O.G. AT PANEL EDGES AND 12" O.G. IN rIELD. SPAN INiDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHfINICs SHALL BE 5/4" GDX T0N UE • 6ROOVE UNLESS NOTED OTHERVUSE. MINIMUM NAILING SHALL BE IOd • 6" O.G. • PANEL EC sES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT moor MO FLOOR SHEATHfIN6. ORIENTED STRAND BOARD (0.S.B,) SHEATHING PRODUCTS OP EGRAVALENT SPAN RATINGS SHALL. BE ALLOYED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIP'iBERS SHALL BE POU PIR LARCH, FABRICATED TO TIE REQUIREMENTS OP THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SIGH GRADE TO PiROVIDE NORMAL WOiRKING, STRESS VALUES OP; 2,400 PSI IN BENDING, 1,100 PSI IN 'TENSION, 1 x600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSi IN COM PIRESSION PERPENDICULAR TO GRAIN AND 165 •".SI HORIZONTAL SHEAR (COMBINATION 24F -V4). GI.IE LAMINATED TIP- LM TO BE AMC cornrow. USE WATERPROOF L.Z. • 165 265 2 2,600 2,400 MAME.6 1) ED TRU3 S ALL. mews SHALL BE peskorieo BY REdmoteD STATE E 16Th R AND FABRICATED FROM ONLY THESE DESI*N3. TRUSSES SHALL BE STAMPED BY THE EN OINECR OR BY A GNJALITY CONTROL AGENCY SUCH AS THE STATE 'TRUSS FABRICATORS COUNCIL. ALL TiIUSs DESIGNS "WI. BE SUBiMITTED POR APPROVAL PRIOR TO PAERIGATION. ALL NON BEARING, WALLS OR PARTITIONS SHALL BE HELD AWAY PROM THE TRUSS BOTTOM CHORD MTH AN APPROVED FASTEN S% TO ENSURE THAT THE MSS BOTTOM CHORD WILL NOT BEAR ON THE MALL OR PARTITION. Arrwateo RANIERI SHW.J. B! MD AT ALL CONVECTIONS OP RAPTORS, .BACK OR HIP TRUSSES TO MAIN OMER MMES. ALL TROOP TRUSSES SHALL. AND rep moo me PRAMS )1ORK AND SUIPPOORTTNS ,WALLS So AS TO POR/4 AN !MURAL PART OP THE MOLE 5TiRUGTURE. ROM TRUSICS SHALL HAVE JOINT'S MILL PITTED AND SHALL HAVE ALL TENSION MEMBERS P.CLL TM/MCP BEFORE Ni' LOAD IS PLAN UPON TIC TlRUS6. DIAGONA4. AND SWAY BRArC.INI* SHALL BE USED TO BRACE ALL TRUISM ALL MOWS SMALL BE DESIGN ED FOR UNIPOlI 4 LOADING* AGO POLL N*, TOP CHOMP SNP POP OP TRIEUTARY WIDTH BOTTOM CHORD d POP OP TROUTARY ' IPM TILZ ROOF 4d PIP TOP CAGING II POP BOTTOM GHMoRD p E 1,200pO0 1,200000 1,900,000 I °J00p00 Igi0OpO0 1,600 00 2,400 I,6o0p00 1,400p o 2.000 00o INSULATION AND MOISTURE PROTECTION �R�� it = _ _ UNLESS NOTED SSE, INSULATION MALI. CONFORM TIO 1 ice WIA/HINIOTION STAi'E DOW COMM INSULATION BA PPL.ES TO MAINTAIN 1 -1/2' GL.CAr* SPACE MOVE INSULATION. TO EXTEND 6" MOVE BATT IPISiLATIOK MMUS TO EXTEND 12' MOVE LOOS! PILL INSULATION. INSULATE BEFNND BATHTUB", SNOMBRII, PARTITIONS Aim CORNERS. PAGE STAPLE BATTO. PRIGTION PIT PACED BATTS USE 4 MIL (0.0041 POLYETHYLENE VAPOR ISAINP ER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATIN* OP ONE (MAX) R-I0 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS A ltOI V WINDOM!. AND DOOR FRAMES, OPE 4INISS BETYCEN WALLS A140 FOUNDATIONS, BETWEE4 WALLS AND ROOF AND BETMEEN WALL PANELS, OPENINGS AT PENETRATIONS OP UTILITY SERVICES THROUOH WALLS, , AND POOP, AND ALL - OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL OE SEALED, CAULKED, OAISKETTED OR WEAT HER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, O'TFER THAN PIKE -MATED DOORS, SHALL BE DESIONED TO LIMIT AIR INFILTRATION AROUND THEIR iPERIMETER MEN IN A CLOSED POSITION. DOORS BETPEEN IitESIDENGE AND GARAGE ARE NOT CONSIDERED 'FIRE- SKATED' AND MUST MEET THE MOVE REiQLJIREMENT. S. ALL EXTERIOR WINDOM SHALL BE DE516PED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 285.75. SITE !BUILT AND MILLP4ORK SHOP MADE 1/4000194 SASH ARE EXEMPT room TESTIN6r BUT SHALL BE WEATHER-STRIPPED, CAULKED AND MADE TIGHTLY PITTING. 4. KEGS "!ED LIGHT names TO LIMIT AIR LEAKAGE PER W.S.EGG. PIPINI3 POR HOT MATER / STEAM SY5TEMNS OF PIP'IN6 FOR CONTINUOUSLY GIiRCLLATIN S HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE VLS.E.G. SERRVICE YLATER PIPING SHALL BE INSULATED TO A MiINIMUMI OP R-S. AN APPROVED VAPOR BARRIER SHALL DE PROPERLY INSTALLED IN ROOP DECKS, IN ENCLOSED RAFTER SPACES FORMED WERE CEILINGS ARE Ai°PLIED DIRECTLY TO THE UNDERSIDE OP ROCS' RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS MTH A PERM RATING LESS THAN ONE MAY BE INSTALLED IP THE VAPOR BARRIER IS TO THE V4ARMi SITE, STAPLES SHALL BE PLACED NOT MORE THAN 6"0.C. AND GAPS EETMEEN THE FA IN8 AND THE PRAMIN6 SHALL NOT exceeo I/I6 ". A &ROUND DOVER OP 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL GRAMS. SPACES. THE GROUND GAYER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 11300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXGLSEDIN6 ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. ENERGY GORE CAS PER UPDATE EFFECTIVE JANUARY I, 2003) N PRESCRIPTIVE REGO./ MAWS °J FOR 6iROUP R OCCUPANCY NCY CLIMATE ZONE I 0. NOMINAL R- VALIUES ARE rOR W10OP FRAME ASSEMBLIES ONLY OR ASSEMBLIES WILT IN ArGCORDANGE MTH SECTION 601.1 Or THE Y'r.SE.G. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATiO TO THE G©MPITiONED FLOOR AREA OF 15%, IT SHALL C.OP•'LY WITH ALL or THE RE2u1REMENTs or THE I'S% GLAZING OPTION (OR HIGFEiR„1. PRoPo3ED DESIGNS V44IGH GAMNOT MEET THE SPEGIPIG REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTEIRS 4 OR 5 OF THE WLS.E.G. 2. REGIJIiREmE'NT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 5. REQUIREMENT APPLIGADLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -I0, OR ON THE INTERIOR TO THE SANE LEVEL AS PALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE PAILS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MAPIJFAGTURER'S SPECIFICATIONS. SEE SECTION 6022 OF THE MLS.E.G. 5. FLOORS OVER DRAW. SPACES OR EXPOSED TO A lvIBIENT AIR CONDITIONS. 6. iRECAUIRED 'SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND PETALLED ACCORDING TO THE MANUFACTURER'S 5PECIFIGATioNS. SEE SECTION 602.4 OP THE M.E.G. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT IU- P'A FROM TABLE I0-6C OP THE P.S.E.G. 6. WERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMEIPED VERTICAL PLUS OVERHEAD) AS A retool,. or OROS6 GON71T10NED 19L00R AREA SHALL BE LESS THAN OR EC6JAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OP U•0.40 OR LESS IS NOT INCLUDED IN *LAZING AREA LIMITATIONS. II. OVEMEAD GLAZING SHALL HAVE U.-FACTORS DETERMINED IN ACCORDANCE PITH NIRG LOO OR AS SPECIFIED IN SECTION 502.13 OP THE 11.924. 12. LOG AND SOUP TIMBER MALLS WITH! A MINIP414 AVERA SE THICKNESS OP 53' ARE EXCMiPT i'ROM THIS INDLLATiON REQUIREMENT. THE POLLOMING MALLS ARE CONSIDERED TO MET R-2I MIWOUT ADDITIONAL DOCUMENTATION PER SECTION 602.2 OF THE A. 2x6 FRAMED AND INSULATED MTH R•2I FIBERALASS BATTS. B. 2x4 "'NAMED AND INMATE° MIN R-II PEIEROLASS BATTS PLUS Rr4.0 POAM SIEAMINO. C. 2x4 FRAMED AND INSULATED WITH R-is PECRO).A130 EATT6 PLUS *-s.O FOAM *CATNIP*. FILE COPY SEPARATE PERMIT REQUIRED FOR: WMECHAN!CAL If ELECTRICAL NfILUMBING LIMAS PIPING CITY OF TUKWILA BUILDING DIVISION • I understand that the Plan Check approvals are subject to errors and omissions and approval d plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's copy of approved plans acknoviledgdA. DOORS, WINDOWS AND SKYLIf-ITS mem. DOORS TO THE EXTERIOR SHALL HAVE A MAKINM 1-I/2' STEP TO A MINIMUM N• IMP LAt011lf. N.I. &MIN* SHALL MEET 71! IIESJIIIEMOITS Cr 11! 1 TIiL! 1•1 UNLESS NO'Im 01FlIWIlL. ALL SKYLIGHT'S AND O1[1'YWM.L.f SHALL HAVE LAMINATED GLASS UNLESS NOTED OTIlltlNlfC. ALL BEDROOM OMER/lNGY NORM WINDOWS SHALL HAVE A MINIMUM WET CLEAR Or@YNIS Or 5.1 lidIJM! !"RT. MINIMUM NIT CLEAR OPEN IiL! WIDTH OP 20' Af0 A MINIMIJI+1 NET GLOM OrlIiING HEIGHT OP 24•, MAXIMUM PINIONED "ILL MOST OP 44 ABOVE FLOOR. ALL FACTORY QUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OP O! GPM PER LINEAL FOOT OP OPERABLE SASH P!'RIFlTlR M TESTED BY STANDARD /1S11N 011! QUILT AND MILLWORK. SHOP QUILT WOODEN SASH ARE EXEMPT PROM I!M'IL71lATION CRITERIA ABOVE, BUT SHALL BE MADE YiATillt•lTRIrIKD, GAuuKCD AND BE MADE TIiMTLY PITTING. tLIDINi "LASS DOORS TO PEWIT MAXIMUM INFILTRATION OP OM GPM PER smARe roar OP POOR AREA. SEE PLANS POiRs 1. MAXIMEAM LAZING AREA. 2. GLAZING MANUFACTURES! AND MODEL NUMBERS. S. YEISHTED UA CALCULATIONS POR SUBSTANDi1RD *LAZINIe . SAFETY *LAZING LOCATIONS PER UNIFORM BUILDING CODE. I. INGRESS AND EGRESS DOORS. 2. SLIDING, *LASS DOORS AND SMINIGIN O SLAM, DOORS. S. SHOWER APO BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24' RADIUS ARC OP EITHER VERTICAL,. EOM OP A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" MOVE THE FIArL *, SURFACE. B. GLAZING GREATER THAN 4 1 MARE PEET THAT IS LE JS THAN 16' ABOVE PIN1314017 FLOOR. 6. *LAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS Y4EN I'1LLY 'TEMPERED GLASS IS USED AS SIMILE BLAZING OR IN ALL PANES IPIJILATINO UNIT AND ALL OP THE FOLLOWIN O CONDITIONS ARE NET. I. THE GLAZING ARE DOES NOT EXCEED 16 MARE PEET. 2. TIC HIGHEST POINT OP GLASS iS NOT MORE THAN 12' -0" MOVE ANY MArLKJN" SURRPACE OR ACCESSIBLE AREA. 9. THE NOMINAL THICKNESS OP EACH PANE DOES NOT EXCEED SAG ". MECHAN I CAL 6E SOLID FUEL. BURNING APPLIANCES IiNC.LUDE AIRTIGHT STOVES, PIIREPLAGE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND PIREPLAGE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OP Toe UNIFORM BUILDING CODE AND THE UPIPORM MECHANICAL L C ' . HEATIN6 EACH DWELLING UNIT SHALL BE PROVIDED WITH MATINS PAGILITIES CAPABLE or MAINTAINING A TEMPERATURE or 10 FAHRENHEIT AT A HEI6HIT of 5 ArOOVE THE FLOOR IN ALL HABITAiDLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET room IN THE WI.S.E.G. DE FINiTION OF BUILDING ENVELOPE PROM THE WASHINGTON STATE E MSY CODE: THE: ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES TROUGH PINCH THERMAL DINGY MAY OE IRAN:VEINED TO OR FROM THE EXTERIOR men AS EXEMPTED BY THE Y1.SL.G. I. FIE!. BURNING APPLIANCES LOCATED WITHIN THE BUILDING E IVE1.OPE SHALL OBTAIN AIR PROM OUTDOORS, MEETING THE PROVISIONS Or THE UNIFORM MECHANICAL CODE. 2. rum. BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PI‘OVISIONS OF THE UNIFORM MECHANICAL CODE. 5. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL 1fET THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM M EGHHANICAL CODE. APPLIANCES INTEINL7EL• FOR INSTALLATION IN CLOSETS, ALCOVIN, OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL L CODE. NO WARM AIR FIJRNAGE SHALL BE INSTALLED IN A ROOM USED OR DESI6PEt7 TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATHS FURNACES PER THE UNIFORM PeCHANLIGAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIPER THAN THE FURNACE OR A CLEARANCE OF 5" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PEiROLEUM GAS BURNING APPLIANCES SHALL NOT BE iNSTALL.ED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR OASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL. NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOGATiON IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OP UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WINCH GENERATE A GLOM, SPARK OR FLAME CAPABLE OF IGNITING PLAMMADLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR FEATIN O ELEMENTS AND SWITCHES AT LEAST 16" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT SE INSTALLED IN AIR DUCTS PASSING THROUGH THE MALL, FLOOR OR CEILING SEPARArTIN O A iRESiDENGE (GROUP 0, DIVISION 9 OCCUPANCY) PROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE 6ARAISE ARE CONSTRUCTED OP STEEL. HAVING A THICKNESS NOT LESS THAN 0.014' X10. 26 GALVANIZED SHEET 6MJ6E) AND HAVE NO OPENINGS INTO THE 6ARfr6E PER THE UNIFORM BUILDING CODE. WARM AIR FUIRNACE INUSTAU.LATIONIS IN ATTICS OR CRAW. SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL COPE. EVERY APPLIANCE DESIGNED TO BE vetoer) SHALL BE GON+CTED TO A VENTING SYSTEM Got LYING WITH THE UNIFORM MECHANICAL CODE. EVERY PAZTOR1' MILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE OW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OP ITS LISTING, MAMJPAGITJRE S INSTALLATION INSTRUCTION* AND THE REQUIREMENTS OP THE UNIFORM MECHANICAL CODE. A TYPE S OR BPI OAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL. CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 ABOVE THE motes,. POINT MERE THE VENT PASSES THROWN THE !ROOF OP THE BUILDING AND AT LEAST 2 H I$HER THAN ANY PORTION OF THE BUILDING WITHIN 10 OP THE VENT PER THE UNIFORM MECHHANrIC.AiL. CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN 'THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED NV SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO GC7M EUSTIIiLES PER THE UNNPOiRN MECHANICAL CODE. ALL MATINS, EQUIPMENT SHALL MIST TIC REQUIREMENrb OP THE I4b1 NA►TIONM. APPLIANCE ENlRAW CONSERVATION AT (4AEC ) AND EC SO LAMM EC.RJIPP.IT NO LL ALSO COMPLY MTH SECTION 1411 OP THE PLO E.G. HI'VAG EG',RNPMEt4T POR LONG -!RISE REISIDENTiAL SHALL BE SIZED NO GREATER TH4APi 190% OP D ODSON LOAD I. MOT SYSTEMS OR FACTORY MILT AIR DUCTS SHALL. ME OP METAL ASS SET PORTS BY TIC UNIPORM 16CCHANICAL CODE 2. IRECTAN•LLAR, PLAT, CNN. AND ROL*V DUCT JOINT* NV SEAMS SHALL BE AIRTIGIff PER THE UNIFORM MECHANICAL CODE. 9. INSTiAALLATiON OiP DUCT* SMALL COMPLY YMTHh THE UUNIIP'ORM M.JGHANIGAL. CODE. 4. DUCT INSULATION OE INSTALLED IN •ANGE 111 THE UNIFORM MECHANICAL GGHCC. 1r� •. • I V1 C!'": SHALL BE P "a« " .r N " 11 1r,.Ac�p A - .rt . e . V # ti„►1 Q 0 i $..6; R:•r', :',Sys WILL PmiA1 A taw RAM £,;:!: T..L A.. 31mY It4a od ACo1T :vAL. RM AL-VIM Fa► • WHOLE HOUSE VENTILATION P! IPIGAT1ONS PROM Ti4N 3000 WASHINGTON STATE VENTILATION AND INDOOR OR AIR 41,AALITY cove MAUL MAW SPECIFIC VENTILATION RIGUIROMENTO. I. MINIMI,J 4 EXHAiJST PAN A. BATHROOMS, ROOM+IS►, L.ALOr71RI!I AND PCYC ROOMS -10 GPM • 0.29' WG. A. KIT6+1,11 - 100 GPM • 0.21' KO. (MANSE HOOD OR DOWN DRAFT MAW PAN RATED AT MIN. 100 GPM • OJO' KO. MAY B! USED POR EST PAN 2. E HAUOT DUCT REQUIROMINTils A. INSULATE TO R-4 (141N.) IN UNCONDITIONED SPACES. B. MAP WITH A !SACK DRAFT PANE G. TERMNATE OUTSIDE TIC BUILD'S*. P. COMPLY WITH TAIL! S•S ON THIS SFL'RT. VE REQUIREMENTS FOR., OPTION 2. INTERMITTENT YWOLE HOUSE VENTILATION INTWORATED WITH A FORCED -AIR STEM MAGI 90094.2), NOTE, WITH THIS OPTION A WHOLE HOLE PAN IS NOT REQUIRED. I. *moot AIR 'SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROWN THE FORGED AIR SYSTEM DUCTS AT THE' RATE SPECIFIED IN MOLE S-2 ON TIC SHEET. 2. OUTDOOR AIR iPS.ET DUCT SHALL COMPLY WITH TFR POLLOWINEN A. SIZE ACCORDINO TO TABLE D-5 ON THIS SLEET. B. DUCT PROM A TERMINAL ELEMENT' ON 'TI'E OUTSIDE OP THE BUILDING TO NE RETURN AIR PLONJMM, AT A POINT WITHIN POUR PEST UPSTREAM OP TIC MR C. INSULATE TO R-4 MAN.) WHEN Looms, WITHIN CONDITIONED SPACES. 9. CUTI7OOR AIR **LETS: A. PROTECT PROM THE ENTRY OP INSECTS, LEAVES AND OTHER FOiREIGN MATERIAL. B. LOCATE SO AS NOT TO TAKE AIR PROM THE POLL OMIING AREAS. I. WITHIN TEN FEET OP AN APPLIANCE VENT OUTLET, UNLESS THE VET OUTLET IS THREE F!'ET ,ABOVE Tip°: OUTDOOR AIR INLET. 2. WICRE WI- IT WILL PiCK UP OB.EGTIOiNABLIE ODORS, rums OR PLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HA►VING PtfJ. BUJIRNINIG APPLIANCES THERM 5. GLOM THAN TEN PEST PROM A VENT OPENING OP A PL SING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 'THREE PEET ABOVE THE AIR INLET. 6. ATTIG5, CRAWL SPACES OR GARAGES. 4. THE OUTDOOR AIR INLET DUCT SHALL BE !ammo MRnI ONE OP THE POLLOMINOs A. A MOTORIZED DAYPElk CONNECTED TO THE AUTOMATIC VENTILATION CONTROL 'TIMER. B. A PAMPER INSTALLED AND SET TO MEET MINIMUM PLOW RATES AS SPECIPIEP IN TABLE 5-2 ON THIS SHEET, BY EITHER FIELD TESTING OR P'0ILOYMNG MANUFAGT IRER'S INSTALLATION INSTRUCTIONS BASED ON SITE CONIDITiONIS. C. AN AUTOMATIC F1.,OM REGULATED DEVICE PITH FIELD MEASUINE D OR FIELD GN.0 LATER MININRJM NEGATIVE PRESSURE OP 0.07" WATER GM.$! AT THE POINT 1OERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE !RETURN AIR FLEW. 5. THE NSIOI.! HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMBER MTH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL THIS COiNTROL WILL CONTROL THE FORCED AIR SYSTEM ELOPER ND IF APPLICABLE ABLE THE AUTOMATIC DAMiPER. THE 24 -HOUR TIMBER SHALL. BE READILY ACCESSIBLE. THE 24 -HOUR TIMER SHALL BE CAPABLE OP OPERATING THE WHOLE HOUSE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY-C•ONSUMINS APPLIANCES. AT THE TINE OP PIN AL INSPECTIONS, THE AUTOMATIC CONTROL TIMER SHALL L BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR AT LEAST 6 HOUSES A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATiNS INiSTRLUCTIOINS)'. TAME 5 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS' MINIMUM AND MAXIMUM VENTILATION RATE& cUB1G FEET PER 1MINIITE (GPM) • FOR RESIDENCES THiAT EXCEED S BEDROOMS, INCREASE THE MINIMUM REillUIREMENT LISTED FOR 6 SEDROOMi'S BY AN ADDITIONAL IS GPM PER BEDROOM. THE MAXIMUM C.FM IS EQUAL TO 13 TIMES THE MINIMUM. M. TABLE 3 - 3 PRESCRIPTIVE EXHAUST DUCT SIZINkS NOTEs I. FOR EACH ADDITIONAL EL.BOY4 SUBTRACT 10 FROM L E 16TH!. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED' WITH FANGS OP THIS SIZE. TA�1 -E 3-�5 PIR=SGRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING NOTE. I. FOR L.E *THIS OVER 20 PEET' INCREASE DUCT DIAMETER I INCH. 2. FOR !LOOns 1RJMEERJNG MORE THAN 9 INCREASE DUCT DIAMETER I I erf Rec ' " A Nov 1 2 2003 c . R P I REPLACES ALL. MASONRY FIREPLACES AM CHIMNEYS SHALL BE CONSTRUCTED TO CONFOR24 TO ALL APPLIGADI.E PORTIONS OP THE LUI4IPO1R 4 BUILDING CODE AND 'THE UNIFORM GAL CODE. FLUE LINER MINIMUM, BM" FIRE CLAY (OR E DIVALENT) PER USG. FLUE AREA PER MG. GNIM NEY5 SHALL ONLY THEIR OWN WEIGHT UNLESS SPECS PICA L PES►Idt TO SIPPORT ADDITIONAL. LOADS. ALL. FIRE'P'LACES SHALL BE PROVIDE: MIm TIGHTLY PITTING PLUS DAMPERS, OPERATED WITH A READILY ACCebSIBLE MIANLIAL- OR APPROVED AUTOMA'TIG CONTROL AND AN amine SOURCE OP COMBUSTION AI MINIMUM D'X T SIZE OP 6' SWAM INCHES IN AREA PROVIDED MITI READILY A•GE*JSIBLE DAMPER LOCATED IN PROM' PART OP PIREBOX. PREPABIRIGATED PIREPLACES, CHIMNEYS, •JND i IE L.ATED COMPONENTS TO BEAR UL. OR I.G.11.0. SEAL OP AP'PiROVM. AM TO BE INSTALLED PER MANJPACTIJRlER'B SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN,) IN MONT OP AND 12" (MINI 19EYONP EAGN BIDE OP PIisLSP'LAGE OPENINDB. CRY GF T .ACAS SHALL. NM PR�O'br1D!'�D WITH TIiHT L,Y PITTING MAO* OR METAL DOORS. APPROvt 0 DEC 302003 limes hU IEU BUILDING DivigiON 1)0 3 55 '7 • gis • • I grow rou►o,•rioN FINISH SIR _ATI B O A R L6ILDIN6 r OR AIR INFILTRATION IER OVER �r,T►+nd Z - PLASHING WON II M 6" MIN, 9/tiN MAX. (I) *4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN b MIL. BLACK V. D. 0 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SLJBFLOOR GLUED 4 NAILED ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 7� MIN. EMBEDMENT USE 5/8" DIA. X IO" ANCHOR B OLTS • 48" O.G,) *4 BAR VERTICAL • 18" 0.0. 4/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. FINISH PER PLAN INSULATION PER PLAN 2X STUD WALL PER PLAN SHEATHING► HEATHER RESISTANT BARRIER METAL LATH CULTURED STONE TYPE 'N' MORTAR JOINT TYPE 'N' MORTAR !SEATING BED PLR. JSTS. PER PLAN P T. S PLATE W GHOR BOLTS PER / SHEAR MAX. WALL SCHEDULE N MAX PROM ENDS '?' WIN. 1� 5/ 0 pIA. X 10 ANCHOR BOLTS • 46 OZ) *4 W/ ALTERNATE `R � Hir�Sa" o.G. 4 HORIZONTAL • 10" O.G. -•-b MIL. BLACK V. B. • rii* 6 e* 6" FOUNDATION WALL Ii RR J919. PER PLAN 2X P. T. SILL PLATE NI/ . - . , , II- r 11, 4• - .• zx STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 4 � t MILE!? S L � . •. • • ' !`, - i -w' "' ( *4 BAR CONTINUOUS * b" d ie 4"Ae HOUSE /GARAGE FOUNDATION WALL A35 • 24" O.G. IOd • 4" O.C. 2x AS REOIURED (2) *4 BAR CONTINUOUS • II1` E. I1 =1I1E1 1 1 1 1 - 111 = 111 ..= 111 -- I 1 .E. 1 I 1= SHEAR WALL (SEE PLANS) SHEAR TRANSFER DETAIL SCALE * I N I 1 O r FRAM[IN& 4 FOUNDATION DIMENSION INSTALL 5/5" TYPE 'X' 6.4.15. 4" GONG. SLAB OVER 6 MIL. BLACK V S OVER 4" 6RAAN.JL.AR FILL ,... ; ; : . , y . 4 . SCALE : I" at 1 1-D N SIM. SCALE : I" = 1 NOT TO SCALE rib) Lk3HTV4EIHT VENEER 0/ !HCAThIN& x ;0 FIN�I ' TI AIR II�ILT1lAON� OVER ° �FEATMIN6 r FLAN � 4" GONG. 'SLAB •:• • • • . STUB OUT 64 BAR X24amlI- • I b" D.G. w_ (I) M4 BAR GONTINUOUS ii *4 BAR VERTICAL • I8" W/ ALTERNATE BENDS 4 HORIZONTAL • IOU O.G. . 4 • • • 4" DIA. PERT. FOUNDATION DRAIN 2 6" FOUNDATION WALL NV SLAB T AWAWNINSWAWIRMW i� i U� i� i� i U� i� i�SOLID ai.ouaHS (I) CONTINUOUS 6 MIL. BLACK V. B. 8" INTERIOR STEM WALL CONC. WALL PER PLAN RIPPED 2x4 BLOGKIN6 Ibd • 6" O.G. U.N.O. SHEAR WALL (SEE PLANS) TYPE 'N' MORTAR JOINT r ADHERED CULTURED STONE TYPE 'N' MORTAR SEATING BED III , POI 11 ►= I X P. T. SILL TE ANCHOR BOLTS PER SHEAR -4 ' • � WIALL SCHEDULE 12 MAX. •� MENT 1� MtN, EMBED 5 /5" DIA. X10 • 48" O4,) MIL. ' 3 I I-7 11_ - f-tA: -._ •""r''"(2) *4 BAR CONTINUOUS . • • 1 * bN es* *4"4" 2X P. T. SILL PLATE Y4/ ANCHOR BOLTS PER BAR FROM ENDS '1 MIN. USE 5/ 5" DIA. X 10" ANCHOR BOLTS • 4b O.G) *4 BAR VERTICAL • 18" O.G. W/ ALTERNATE BENDS t HORIZONTAL • 10" O.C. ' larENE ,- =1 11^ - 1 I I — III= . - 1-- 11-n-=-111=17--711 2) *4 BAR CONTINUOUS 2x4 BLOCKING WALL TO MATCH I FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUDFLOOR 6LUED 4 NAILED f .. 8." 4.4" TYPICAL ROOF DIAPHRAGM 12 SHEAR TRANSFER DETAIL iO ► ♦ 1 le∎A 2X STUDS PER PLAN BATT INSULATION PER PLAN dATT INSULATION PER PLAN 3/4" T.40. Pt.,YAPOD SUBPLOOR GLUED NA 8d • 6" O.G. U.N.O. Sd • 6" D.G. U.N.O. USE ANCHOR LBOLTS SCALE : I" = I'-0" SCALE : I" = 1 PREFABRICATED TRUSS • 24" O.G. SEE PLAN NOT TO SCALE NOT TO SCALE 17 LI4Th1EIHT VENEER 0/ C'ONRETE • � FOUNDATION C A�i^ Tv?ATI PLAN oven �. Z - PLASHING I IM S te "" MMAX. LI\ (I) *4 BAR CONTINUOUS TIGHTLI X O " 74 r ,. 4.71 4" DIA. PEW. FOUNDATION DRAIN i r e A • 1(3J e)" FOUNDATION WALL 13 18 � u� i ti� i� � i� i� i � i U � i� i ►i � 1� i� i� i� i� i� i� i� i� i� i� i� i� i� i� SOLID xoucirvs • BOTTOM of BEAM � P. T. POST PER PLAN n BATT INSULATION PER PLAN (3)bd NAILS • EACH RAFTER SIMPSON A34 • INS POST I 1 2 X STUDS PER PLAN ROOF FRAMING MEMBER PER PLAN ti 8d NAILS • 6" O.G. THROUGH SHEATNIN6 INTO LEDGER 5HEAR WALL PER PLAN SIMPSON H-I SEISMIC TIE • 46" O.G. BATT INSULATION PER PLAN II m P AS T INIMWM PM JOS PER PLAN .0 .. a .4 • .:. • r CONTINUOUS FOOTING SLOPED HANGER SHEAR TRANSFER DETAIL VAULTED GEILIN t SAVE • 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER FLAN 9/4" bLJCD�� NA�YWOOD b1�LOC�R A P. SILL T'S PLATE PER BAR WALL SCHEDULE I2 MAX. FROM eNps 4_1 MIN. S/b 10 BOLTS • W/ ALTERNATE BENDSS" O.G. 7•1i + ' $ HORIZONTAL • IO O.G. Il -r-- b MIL. BLACK V. B. • : 11 • • 41 Irk r— 4"— • (2) *4 BAR CONTINUOUS FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR 6LUED 4 NAILED I'-4" 2" GLR. BEAM PER PLAN 2 X 4 CLEAT EACH SIDE 6 MIL. BLACK V. B. i 2) *4 BAR CONTINUOUS 2x FIRE SLOGKIN& (2) Ibd NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE S IZE LARGER THAN FRAMIN6 MEMBER), OR SOLID BLK6 RDOFIPI6 MATERIAL PER � ELE � VA �� TIO P N OVER AND PER PLAN FRAMIN6 PER PLAN INSULATION BAFFLE WITH I -I/2" CLR. AIRSPACE OVERHANG PER PLAN SCALE : I" = I' -Q" SCALE : I" = I'-0" NOT TO SCALE 8d NAILS • 6" O.G. INTO VENTED BLK'6 PRESSURE BLOCK II, (3) 8d NAILS k SCALE : I" i 1 FINISH PER ELEVATION OVER 7 LB. DUILDIN6 PArN OR AIR OVl9 FE111 INFILTRATION _MIRE* OVER PLAN X Q Ma POUnlDwripr ; � ATI AIR I�LTRI►,QN I!'R rode g' oo i� N0 4" GONG. SLAB • ` i - . • MP OUT *4 BAR X24" • ID" O.G. (I) *4 BAR CONTI *4 OAR W/ A TIC • I b" O.G. • •• # MORIZGNTA • 10" 0.G. FOUNDATION DRAIN � 4 8• � 4 � SCALE : I" s I'-O• Ctl.) 8" FOUNDATION WALL Vb4/ SLAS In Y . f. II I DIA. MIN. HANDRAIL q" MIN. TREAD a /// • I 4 • INTERI STAIR k V TYPICAL ROOF DIAPHRAGM I • 14 SHEAR TRANSFER DETAIL I ►�V �`� �X T. ROM �� R MAX. �� 1 � y � MIN. S/ b�$� T IO �� ANCHOR - - M IL.-4 V -. 2X STUDS PER PLAN BAIT INSULATION PER PLAN BATT INSULATION PER PLAN S /4 'SLUED 4� NA � l Y4� 7 YO�Of7 summit (2) *4 BAR GONTII4JOUS NOTE: SPACING BETWEEN INTERMEDIATE 6UARDRAIL MEMBERS TO BE A MAX. OP 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROU6H ANY OPENING BALUSTERS TO CONFORM TO UDC SEC. I006.q # 30q BEAM PER PLAN TYPE ''X 61IR 1 2) L • CEILING►, ( . (II YER • WALLS FIRE BLOCKING • MID -SPAN NOT TO SCALE ROOF FRAMIN6 MEMBERS PER PLAN 2x6 SOLID BLOCKIN6 • 48" D.G. (5) Ibd TO BLOGKIN6 EACH END TYP. NOT TO SCALE 2x FIRE BLOCKING► 2x BLK6 BETWEEN STUDS (2) Ibd NAILS • EACH STUD NOT TO SCALE 5 DI�I�ON FOUNDATION Fir Pm OV R TI�IYb IER Z - FLASHING IM Ltilt,thilokx. >J (I) *4 BAR GONTI 4" DIA. PER!". FOUNDATION DRAIN 10 PLAT CEILING 4 EAVE g iirm_ 'NE 4. BATT INSULATION — PER PLAN (3) Ibd NAILS EACH TRUSS H� L.4014 rc t '•1 (2) 2X4 SIMPSON H-I SEISMIC TIE • 48" O.C. . — 2x S TUDS PER PLAN BATT INSULATION PER PLAN 15 SKYLIGHT DOUBLE JOIST (2) 2X4 I, 7 It • . •• • • JI . • • es* 6 er* GARAGE FOUNDATION WALL • • t N. ` l + + � N. ` 'VI S S S ATT INSULATION PER PLAN 2X4 INFILL FRAMIN6 5/5" TYPE "X" G.W.B. SHEAR TRANSFER DETAIL 2X STUDS PER PLAN X P. T. SHEAR " MAXr IN /6 pIA. X ID • 46 0.G,) r � 2.TRAM _ °.iLAd ,OVER PIL� . • b !•i ••.• . •. •'•.• ! i'.•! • •.:.••,•:.• .:a. •.,.:...,•:.•.,.::.,,. ::..,• i ; ••i % p;'i�• ai d % ♦ i�.. ♦ Zi • a i1 *4 W/ ALTERNATE A T BE ND S O.G. 4 HORIZONTAL • 10" O.G. (2) *4 BAR CONTINUOUS Nb MATERIAL PER ATION OVER BUILDING APER * S EAT'HIN6 PER PLAN UntintWith, 111111111111111101 P .. ,.;74 r. .4 • SCALE i I" s I'-0" FRAMING - 4- PER PLAN __I NSULATION BAFFLE TO EXTEND 12' ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE 2X BLOC W/ ('3 2 �" PIA HOLES PER 24 O.G. -ad NAILS • 6" O.G. DOLTS , FASCIA E P BOARD A" O VER PER PLAN INISH PER ELEVATION OVER "I LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE : I a I'-0" CRICKET 2 X 6 BUILT -UP CURB SKYLI6HT SIZE PER PLAN N4/ 4" MIN. CU'R15 FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +12 A.F.FJ 2 LAYERS TEMPERED RAFTERS OR MSS BEYOND WALL NOT TO SCALE • O tge !Pariti 8810 bLIge e lip 0140E L5W1 b!o g! ANA cin cr, P U " LIJ U /1 0 < S" 11 %4, 5, 161, - * >■1 .7) 9 L 4 st DESIGNED BY: DATE: DRAWN BY: DATE: SVC) 119/00 LATERAL. BY: DATE: ANA I0/30/41d1 LATERAL RESTRAINT HARDAARE ecwicio Imortia . at _c sb epos " P " 1 6 1 P D Lao ag pil 8§111bi., ee lai i Itl t51 xX miatigEstiglk M ww4h;LICI 'W MoX° 6 . VI Abliogle q'xilli'd MI SIMMON S•HDIO (6) TOTAL. INSTALL I-1/2" FROM CORNERS OR R0UE*4 OPENINSS, U.N.O. USE (36) I6d NAILS EACH. Pretlde 1/2 titillation • is, 112 Meow midpoint & min. 3 11. aims NMI *Mg Ems Ventilmion: E me Ventilation: illirdbfireking • Emir Ventilatimv Rerill • Pr• dde : Min. Ventilation Provided • - irdbleeking • Ems Ventilation Relit • Prod., : in. Ventilation Prodded • 4.71 s.i. /II - 2$% tildietten • 1119.2 s.i. /2 /stellar • MI it birdMoeking. Ventilation • 310 OS 1.i. is peeler than 3.53 s.i. /It $7.14 1.1. 310.114 it 301.4 91 Need Upper Roof Ventlatien: RT Tel' Attie Reel Jack • Upper Ventilation Retrd • amide: __ion PretWad • 0 s.i. each - 25% semen reduction • •102 s.i / 2 /91 @leash voni • 9 -Per routines. Vsmilatisto • 330. 75 s.i. is greater Man 36 75 ii. sorb. 0.42 well 330 75 s.i. 30 I s.i Rec. : IlMelineol : Intinlaninutt N LE bledbloebisig. Vontastion ri 9 .rxr reolladm lloollallon a IIS.94 ti. INA is. oft, us.. VeallIalea Pf1111111.11 • $41.91 al. 111 011T IM TIOMI : 1 I I 1 —v � DESIGNED WC DATE: ANN1 00 ORATION BY: DATE: gimp 1/5/00 LATERAL eY: DATE: AM 10/90/qd1 RINSED IV: DATE: LATERAL RESTRAINT HARDAARE SYMBOL HOLDOWN TYPE AND AMOUNTS 0 SIMPSON ST11714RJ (22) TOTAL. INSTALL I-I/2* 1914.0M commis on ROIJOH OPepobss, U.N.O. USE (UN 1641 NAILS EACH MI SIMMON S•HDIO (6) TOTAL. INSTALL I-1/2" FROM CORNERS OR R0UE*4 OPENINSS, U.N.O. USE (36) I6d NAILS EACH. ROOF VENTILATION Standard Tows i Samos Tom Roof Framing Assembly: UPPER Roof Anta : . ablation Required: 1290 it 1290 s.t i 144 s.i. /it /300s 119.2 s.i. Ree'd Pretlde 1/2 titillation • is, 112 Meow midpoint & min. 3 11. aims NMI *Mg Ems Ventilmion: E me Ventilation: illirdbfireking • Emir Ventilatimv Rerill • Pr• dde : Min. Ventilation Provided • - irdbleeking • Ems Ventilation Relit • Prod., : in. Ventilation Prodded • 4.71 s.i. /II - 2$% tildietten • 1119.2 s.i. /2 /stellar • MI it birdMoeking. Ventilation • 310 OS 1.i. is peeler than 3.53 s.i. /It $7.14 1.1. 310.114 it 301.4 91 Need Upper Roof Ventlatien: rer AIM Roof Jack • Upper VonlilatMn Rimrd • PIFOVIde: Ventilstiont Prided • Tel' Attie Reel Jack • Upper Ventilation Retrd • amide: __ion PretWad • 0 s.i. each - 25% semen reduction • •102 s.i / 2 /91 @leash voni • 9 -Per routines. Vsmilatisto • 330. 75 s.i. is greater Man 36 75 ii. sorb. 0.42 well 330 75 s.i. 30 I s.i Rec. : IlMelineol : Intinlaninutt N LE bledbloebisig. Vontastion ri 9 .rxr reolladm lloollallon a IIS.94 ti. INA is. oft, us.. VeallIalea Pf1111111.11 • $41.91 al. 111 011T IM TIOMI : 6111.2 al. Nord ROOF VENTILATION Woodard Trims I Selmer Moe Rea Framing Assembly: 512 s.f. 512 it I' 144 i.e. /it / 300 • LOWER 245.76 s.i. Rsstd_ Roof Arm : . Vsntilstion Remeired: Provide 1/2 mnINation at eases. 112 abomi midpoint I min. 3$. above ems soros Ems Ventilmion: illirdbfireking • Emir Ventilatimv Rerill • Pr• dde : Min. Ventilation Provided • 4.71 e.i. III - 25% *duelist. s 245.74 Li. 12 1 s .1. pall • $ 1.f. listiliosking. Ventilation • 123.0 11 is greater Man 3.53 it /II 34.79 II 123.04 s.i. 122.00 s.i. Reed Upper Reef Ventilation: rer AIM Roof Jack • Upper VonlilatMn Rimrd • PIFOVIde: Ventilstiont Prided • 40 s.i. salt - 25% moon ittlyetion • 240.7$ et /2 /s.i.efimellverds 4 -7N7' mattocks. VenMatien • 147.011 1 .i. is greater than 36 75 s.i. web. 3.34 tINs 147 N 5.1. 122.49 1.i. 111/411 Ws : lialeimeol Illar : palalmoof X II Ilirdbleellog. Illmelellse • 4 -rxr reefiseks. Montesano • quo a& 147.N al. T011 Mb. Ileallallso ProsWed • 170.41 M. N 011011T1111 XXII : /41.7, sJ. Olog'd • It IDLO" AV. MAIN FLOOR 2 SKYLI&HT 1 LM. &LASS HIP MASTER FLAT TOP TRUSS FLAT TOP 'MUSS FLAT TOP MSS E.J. E.J. D.S. 6" EXTENDED TRUSS 0.14. TYP. TAILS • RAKES SCALE: 1/4" • 1 ROOF FRAti NO NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO DE 4X10 prim • 2X4 HALLS 4 6X6 DF*I • 2X6 WALLS U.N.O. 3. PROVIDE VENT BLOCKINIS OVER SUPPORTS. 4. BEARING MALLS ARE SHADED. 5. ALL TRUSSES: • SHALL BE STAMPED BY AN ENSINEER LICENSED IN THE STATE OF INASHINSTON. • SHALL BE INSTALLED 4 BRACED TO ENGINEERS SPECIFICATIONS • SHALL HAVE DESIGN DETAILS 4 DRAPIINOS ON SITE FOR FRAMING INSPECTION • SHALL NOT DE FIELD ALTERED PlITHOUT PRIOR DUILDINO DEPARTMENT APPROVAL OF ENSINEERINO CALCULATIONS 6. SEE SHEET I FOR ADDITIONAL NOTES. 1. SHEATH ALL SABLE ENDS PER P1-6 U.N.O. q-IN ABV. MAIN FLOOR ROOF FRAMIN& FLAN 4 • (1I-6" ADV. MAIN FLOOR V.I.F. 4 V. • p .e. . 'TYP. Tor H. 0 f_t. • •SABILES II ■•=41■IM • Se It • di-IN ABV. MAIN FLOOR T.O. BEAM • cl'-6" ADV. MAIN FLOOR P.S. a • II-6N O.H. 'TYP. • EAVES It. co 4 ADV. MAIN FLOOR 7 4. \ ? 1 • ) k' • 0 • I • 5 " 41 • 1 • (16) 14Nx1 " weever) FOUNDATION VENTS .FILL 4 COMP AGT • F / 11. Si-ka • . 36 HIDE (MIN) CONC. LANDINS, (MAX.) BELOW THRESHOLD SHEAR TRANSFER NOTES: DESIGN TRUSS TO RESIST 16b0* LATERAL LOAD, OR SHF-AT1•4 PER PI-6 S'-4V LONE,. SEE DETAIL (3) MANUFACTURED TRUSS SHEAR PANEL TO RESIST 140* P.L.F. /"4/ (2) A35 F.A. PANEL TO TOP PLATE, OR BLOCK 4 SHEATH PER PI-6, (4) TOTAL SEE DETAIL. r DESISN TRUSS TO RESIST 3,316* LATERAL LOAD, OR SHEATH PER PI-6 25' LON6. SEE DETAIL 0 MANUFACTURED TRUSS SHEAR PANEL TO RESIST 140* P.L.F. 1"1/ (2) A35 FA. PANEL TO TOP PLATE, OR BLOCK 4 SHEATH PER PI-6, (4) TOTAL SEE DETAIL. (51 DESIGN TRUSS TO RESIST 16600 LATERAL LOAD, OR ( SHEATH PER PI 8. LONS. SEE DETAIL ,.• • 13 D.S. 1NERVASTOHL OR FLASHING FOR HATER PROOFIN6 LI•1 111,41.,4.4 • • • .1 4 SOFFIT. VENT- FLOOR ABV. 14'-0 2x10 F.J. • 16" O.G. 4 .4111 1 DBL. JSTS. DSL JSTS. A.B. • 30" 0.0. leex24" CRAWL SPACE AGGESS INSULATE HEATHER STRIP 2x10 F.J. • 16" O.G. I. • JSTS. . I I4-6 2x10 F.J. 0'16" 0.G. 1 ) DBL. JSTS. LINE I4 OF F.P. ASV. 14 SCALE: I/4 • ILO' 15 Cl FOUNDATION NOTES • 26 0 1 4. 4. ••# • • 11 16 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID DLOCKINS OVER SUPPORTS. 5. POSTS TO BE P.T. 4X4 DF1r2 P.T. 4X6 DP*2 • BEAM JOINTS, U.N.O. 4. ALL FOOTINOS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH GONG. TO DE PRESSURE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS. '7. INSTALL SIMPSON GONG. TO WOOD HOLDOVINS 1 1/2" FROM CORNERS 4 WINDOW ROUGH OPENINSS, ALSO SEE MANJFACTVRER'S SPECS. es. STEP FOUNDATION PER SITE CONDITIONS. q. 2,000 P.S.F. ASSUMED SOIL BEAM** CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET I FOR ADDITIONAL NOTES. II. SPACE 5/6" DIA. ANCHOR BOLTS PER SHEAR riALL. SCHEDULE, VV 2"x2"x9/16" PLATE ■IASHERS U.N.O. 14 STUD-OUT *4 *ESA* • lb" O.G. 24" LONG 2x10 F.J. • 16* 0.C. GRAALsrAcg 6 MIL (BLACK) VD. USE P.T. RIM JOIST DBL. JSTS. DBL. JSTS. DBL. J5T5. 2x10 F.J. • 16" O.G. '7' 11■1.011111•11M1.11, 0: 401 4 16 GANTT-. JOISTS THIS AREA • SOFFIT, VENT, 4 INSULATE FLOOR ABV. • sal DBL. JSTS. I - • .. • NERVASTOHL OR I` -o • • PLASHING rat WATER PROOFING f 4 e SLAa_PN efRAPE 4" GONG. OVER 6 MIL (BLACK) V.B. OVER 4" 6RANULAR FILL . SLOPE 4" TO 0.H.120012.4 LOCK-OUT GONG. FOR FURN. DUCTS 40' OVERALL FOOTPRINT • FOUNDATION FLAN 25 . • ve, C ." I . I . ; I • 2x10 F.J. • 16" 0.G. lierr...1411114 t" • , • -A.B. • 30" 0.C. ' RAISE CONC. TO C*,, XI° ABV. MAIN FLOOR C e.,ONTINUE FOOT1N6-1..-- BENEATH O.H. DOOR r. I IC' .,EDISE OF SLAB a TURN DOAN SLAB INTO FOOTING . • 01/1111111111141111 • " 3 4 • • I 2' 21 2 n Nc) bxbx16 G.M.U. T. • P'OR,CH 14"x30"x12* GONG. PTO. ,AfrodirE or i" GONG. PORCH MWAND 111111411100111•IMIN11.1114 ' N '‘;‘. • A.B. 411 24 OP RAISE CONC. TO lqu ABV MAIN FLOOR L 12.5.0 , q 1/2" GLR. • Cl 8 9 ;0 0 • . ry 0 /01/ „ 4 2003 r ce FOUNDATION VENTILATION Crsretspace Area: 1215 i f. Ventilition Required: 1215 s.f. / 150" User 14" x Foundation Vents Vent Area Vents Required is Prattle 16 Ventilation Prattled Yee: 111 1166 4 I Roiled Id - 25% Wool .1/4"mish a 73 5 s 1154.4 ii. / Vont Ares a 15 117 Si 14" x 7" Vents, Ares lllS 1176.00 s 1. is Greeter then 11164s1 Refit 14 x r Pounilallen VORIS ,P0111111A11011 MILL SOT 11111111.11111111,M1 UUT LOAD PAIN OP COMBS • • HAR N SC'HPULE mez MI UDC TABLE 25- II -I -I, 4 25- 11 -1 -2) PI-b G0/1G/0 -7 Jr, F milliT 41 /1511 881"f IIRIA.gix4 ii 9 'LlgtiS1VWX b 0 In "v) $Its ligh il Id 1/2" PLYWOOD OR 0.3.B. B2uAL Yr/ bd (GU 4) NAILS • 4" O.G. ANCHORAGE: Ibd NAILS • 4" O.G. OR 5/8" A.B. • 56" D.G. TO GONG. PI -5 V • 38.1 PLP 1/2" PLYWOOD OR 0.5.15. EQUAL. Irk/ 8d (6L*) NAILS • 5" D.G. ANCHORAGE: 5/8 "x5" LAG Were • 12" D.G. OR 5/8" A.D. • 50" D.G. TO GONG. USE MIN. 9" NOMINAL STUDS • ADJOINING PANEL WOES. PI -2 V • 'SI6 PLF 1/2" PLYWOOD OR 0.0.5. EGIVAL W/ bd OM) NAILS • 2" 0,G. ANGMORA•E, 9/8 "x5" LAG SGREY'e • R" O.G. OR 5 /b" A.D. • 24" D.G. TO GONG. USE MIN. a" NOMINAL MPS • ADJOINING PANEL woes. NOTE= THE SHEAR VALVES IN THIS TABLE ARE BASED ON THE USE OP 8d PNEU/ IAITIGAILLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.115 ". BLOCK ALL ■A1t434. WOES. NAIL. SI*A 4INb IS FOR AL.L PANEL EME3. SPACE NAILS • 12" O.G. ALONG INTERMEDIATE P'RAIMIINb MEMINDIS. AT DOUBLE SIDED SHEAR MALLS, OFPSET SH ATMIN15 JOINT DY OM DAY MINIPIJM. PROVIDE 4x BLOCKING► lEPEATH SILL PLATE, YMTH NAILS STAOSERED. ADP SI1"P"SON AM FRAMING N4•MORS • 24" O.G. TOP PLATE TO DBL. JOISTS. 512 s.f. I J n U Ow- CC)0417C1 DESIGNED BY: DATE: ANN 00 DRAWN BY: DATE: SWo 1/3/00 LATERAL SY: DATE: ANV1 I0/50/''1 REVISED BY: DAIS HAR N SC'HPULE mez MI UDC TABLE 25- II -I -I, 4 25- 11 -1 -2) PI-b V • Mb PO' I/2" PLYWOOD OR O.S.B. EQUAL WV 8d (&.*U NAILS • b" O.G. ANCMORA OE: I bd NAILS • 5" O.G. OR 5/8" AD. • 46" D.G. TO CONC. PI-4 V • 904 PLF 1/2" PLYWOOD OR 0.3.B. B2uAL Yr/ bd (GU 4) NAILS • 4" O.G. ANCHORAGE: Ibd NAILS • 4" O.G. OR 5/8" A.B. • 56" D.G. TO GONG. PI -5 V • 38.1 PLP 1/2" PLYWOOD OR 0.5.15. EQUAL. Irk/ 8d (6L*) NAILS • 5" D.G. ANCHORAGE: 5/8 "x5" LAG Were • 12" D.G. OR 5/8" A.D. • 50" D.G. TO GONG. USE MIN. 9" NOMINAL STUDS • ADJOINING PANEL WOES. PI -2 V • 'SI6 PLF 1/2" PLYWOOD OR 0.0.5. EGIVAL W/ bd OM) NAILS • 2" 0,G. ANGMORA•E, 9/8 "x5" LAG SGREY'e • R" O.G. OR 5 /b" A.D. • 24" D.G. TO GONG. USE MIN. a" NOMINAL MPS • ADJOINING PANEL woes. NOTE= THE SHEAR VALVES IN THIS TABLE ARE BASED ON THE USE OP 8d PNEU/ IAITIGAILLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.115 ". BLOCK ALL ■A1t434. WOES. NAIL. SI*A 4INb IS FOR AL.L PANEL EME3. SPACE NAILS • 12" O.G. ALONG INTERMEDIATE P'RAIMIINb MEMINDIS. AT DOUBLE SIDED SHEAR MALLS, OFPSET SH ATMIN15 JOINT DY OM DAY MINIPIJM. PROVIDE 4x BLOCKING► lEPEATH SILL PLATE, YMTH NAILS STAOSERED. LATERAL RESTRAINT HARDJPMAR! SYMBOL HOLDOWN TYPE AND AMOUNTS LOCATION SIMPSON 6T1412I4RJ (22) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, U.N.O USE (96) Ibd NAILS EACH. ® SIMPSON STHDIO (6) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, U.N.0 _ USE ('38) Ibd NAILS EACH. — SIMPSON MST46 (9) TOTAL. • MAIN FLOOR. INSTALL VERTICALLY DOYW TO LOST IN GO S. SPACE. USE (20) bd NAILS EACH. ' — 1 r . 4 MST46 (II) TOTAL. • UPPER FLOOR. INSTALL VERTICALLY t7OY*N TO FRAMING BELOW. USE (28) 8d NAILS EACH. 0 SIMPSON Hb (2) TOTAL • UPPER FLOOR. INSTAL.L. VERTICALLY DOYEN TO PRAMIN$ EELOW. USE (16) 8d NAILS !ACM. 0 ADP SI1"P"SON AM FRAMING N4•MORS • 24" O.G. TOP PLATE TO DBL. JOISTS. VENTILATION SCHEDULE 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A Bath, Powder. Laundry Min. 50 con • 0.25" WG (VIAQ Table 31) 4 B Kitchen Min. 100 con • 0.25 WG (1MQ Table 3-1) (Rasps hood or down drat exhaust fen rated at min.100 can at 0.10" WG may be used br exhaust fen requirement.) C Whole Mow Fan MN CFM • 100 MAX CFM • 150 (VIM) Table 32) (based on 2,420 s.f. loom area & 4 bedrooms) flow rating Q 0.25' WG "Whole house fens located 4 It. or less lam interior wills to hew a sons rating of 1.5 or less mound ned Q 0.1' WG *whole house lean may be omitted when using OPTION 2. (only wed when using OPTION 1 (VIAQ 303.4.11 "AI fens to rent to outside 'AI other requirements of 2001 WSEC / 2000 VIAQ must bs met AREA SUMMARY Lower Floor N/A s.i. Main Floor: 1230 s.f. Upper Floor. 1190 s.f. Total: 2420 s.f. Gar 512 s.f. • 22"x50" ATTIC ACCESS, INSULATE 4 WEATHER STRIP V.T.O OPEN TO BELOW — I SHELVES • 36" A.F.F. 2°2° SKYLIGHT W/ LAM. GLASS B!DSt1 2 2x4 KNEE BELOW LINE OP WALL I eI OW WHOLE HOUSE FAN TO BE INT'E6R'"'ED W/ FORGED AIR SYSTEM W/ AUTO TIMER 4 110V MAIVAL OVERRIDE Q . HOLD BACK STUD FOR GONT. SHEATHING BEPRM 11•111•1011.ii11111111111111•11ii111111111111111111i UPPER FLOOR PLAN SCALE: 1/4" • I' -0" LINE or ROOF !MEOW a • v0 ry 74) 1- s 4 M In 3'-8" 1 21-8" H 2x10 F.J. • 16" O.G. 6 "x6" BUILT -UP POST 1 v S WIDE HALF WALL � I • 42" A.F.F. TYP. • NOOK III 10' -0" III III III HI HOLD BACK S11JD FOR GONT. SHEATHING � LIVIN& 1 CARPET' a' AIDE SOFFIT Ii 2'-O 4'-O" O m 2x10 F.J. • Ib" 0 ▪ HANGER ONE 51PE 44i) r 2x10 F.J. • 16" 0.G. 18' HI614 PLATFORM Y'1/ (2) LAYERS 3/4• PL • - 42 OVERALL TIGHT Fl INS, I THICK (MI .) is CORE vr/ SELF G 2 —GAR GPARA6E 30S L.F. 4x10 DP. 4 I. 2' -0" 1 2'-O» I I ._ 6 2x10 F.J. • 1 0.G. 5 I/8 "x15" 6LB. 24F -V4 " HIdH P.T. RAIL W/ 2x2 PICKETS • S 9/8" O.G. ii01111/1MOii SOFFIT, VENT, 4 INSULATE FLOOR ABV. 36" WIDE (MIN) GONG.- - LANDING, 8" (MAX,) BELOW THRESHOLD SOFFIT, VENT, 4 1r INSULATE FLOOR ABV. tsi MAIN FLOOR PLAN SCALE: I /4" • 1 • • 2' M • : i:: (2) 2x4 WA FOR PLUMBINS I G FAMI I. GONTIRAGTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAR i HEADERS TO BE 4X10 PM • 2X4 WALLS 4 6X6 DP0I • 2X6 WALLS U.N.D. 9. PROVIDE SOLID BLOCKING OVER SUPPORTS. PROVIDE PIREBLOGKING L. • A PLUMBING TIONS. 5. WINDOW I DOORS ARE SHOWN I NOTED AS NOMINAL. SIZES. WINDOW INDOWI I RS. • 6 ABOVE PIN. FLOOR , U.N.O. 1. AU MOOD IN CONTACT rum GONG. TO OE TREATED. 6. EXTERIOR MALLS TO BE 2x6 STUDS • 16" O.G., U.N.O. d1. INSTALL. SIMPSON GONG. TO V OOD HOLDOYWS I I/2" MOM CORNERS 4 MINDOY4 ROUGH OPEt4IN•S, ALSO SCE MANUFACTURER'S SPECS. 10. INDICATES POINT LOAD SUPPORTED DY (2) STUDS, V.N.O. I I. SMOKE DETECTORS, • SHN-L BE 110 V INTERCONNECTED WV BATTERY BACKUP * SHALL EC INSTALLED ON EACH FLOOR R ALL BEDROOMS * SHALL. OE INSTALLED IN EACH LOCATION MERE THERE IS A CEILING COMIC GREATER THAN 24" WE 12. E SHEET I FOR ADDITION N.. NOTES. IS. ALL. EXTERIOR MALLS TO 4 PI U.K.O. CARPET HEATING I II DBL. JSTS. to ADD DBL. BLK'6 • -- 111 SHEAR WALL ASV. II DIRECT VENT GAS FP! INSTALLED PER MANUF. SPECS. W/ 20" AIDE (MIN) N0N- GOMBUSTIBL.E FLUSH HEARTH I/8 "x15" 6.LB. 24F -V4 INTO WALL ASV. -I • ._ , ..�....,...�.;_, .. ... -., 6 -0" r 2 -0M 4 ' -D " • ADHERE' LI6HTYIEI6HT STONE VAR (GOHBLEFIELD) 2x SOLID BLOCKING (4) I bd INTO BLOCKING IOd • 6" O.G. PER PLAN SHEAR PALL PER PLAN (2) Ibd • 6" O.G. V.N.O. PANEL WOES AT CONTINUOUS FRAMING MEMBERS SEE SHEAR WALL SCHEDULE POR NAILING PATTERN SHEAR rIALL PER PLAN 0 5OARECTIQN NO SCALE 357 . a • i • UPPER SUBFLOOR It • MAIN MAIN FLOOR • lIIIIIIIIIIIIIIII III IuIIIIIII IIIIrIIIIIuIIIIIuI1111 IIIIIIIIIIUIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIlIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIHIIIIIIIIIII 1IIIIIIIIIIIIIUII11111111 _ I_IIIII II IIIIIIIIUIIIIIIIU IIIUIIIIIIIIIIIIIIIIIiIr r._._.r.r.a.r.r . a.r.r.w. IIIIIIIIIIUIIIIIIII111II IIIIIIIIIIIIIIIII111111 1IIIIIIIIIIIIIUIIi 111111 111111111111111111111111111 11111111I1111 1111111 1111111111/W" 111111 1I1IIIII►' 111111 1111111 >A 12 I 110 r~ i it r • • • • • • • • • ■iai. ■� I Lso- sei .2 �Mr r r7w ■N (� 7§■ 12 2xIO TRIM RIGHT ELEVATION SCALE: 1/4" - I PATIO SLAB SAFETY &LASS SCALE: 1/4" • 1 12 T 5/4x4 GORIER TRIM TYP. LEFT ELEVATION • 4 0 4° SKYLIeHT W/ LAM. GLA'S'S 2x10 TRIM — 6" EXPOSED LAP SIDING SHINGLE STYLE SIDIN6 / 11. . a11111I1Ih .iIIIPICiI ;i!U1I1► _ti111M' "Illi: , dIIII11I111 .�IIII111111,111 lI1 ,1 � 11111111111111111 /IIIII�II111� 1 1 r Ma M EI 11 1111. 11111111 111511 ■, Imo■ IIIII111I11■i 111111111111 1111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 111 1111111111111111111111111111111111111111111111111 11/11111/1 !_1 ~ NOM 111/1/1111 /1 11/11111/1 111/111111 '11111III' 11111111111. 1111111111111 ■. II1I11111I11!; /Ii 1111 11111: 11111111111111111111 = 11111111111111111111111111 111111111111111111111111111111111 111111111111111111111111111111111 = 111111111111111111111111111111 111111111111111111111111111 11111111111111111111111111111 111111 ■ 11 11/11111 ■ 1111/11111 11111/1111 ■11111111 11111111■ = 1111/11111 1111111111 ■11111111 11111111 ■ 11111111111 ' 01IIIIIIIIIII11111111111111111I ■1111111111I1111111I11111I111 ` I r a.A..�. •••••■•11. 11111111111111111111111111 111111111111111111111111111 ' `4I1I11111111111I1111111i MIN IN ■ MI MI IN "W M �'' i■ i II.. MI ■ ■� ■ ■■� N IN ■ III ill IN 1111111 111 M XIII IIII Illit 111 111 MN 1111 1111 INN MIME Eton "di • - -I -. ... ��. =mom INN d :lea _ell ■. 1 a ; it •Ui�,I.i■IL ' fii1. p1 S - ■ E� � . ii7 . ■ -'r .�i , 6" EXPOSED LAP SIDING MAIN FLOOR It • &ARAME LINE OP INT. VAULT 4:12 SHINGLE STYLE 3I DI Nb TYP. 2x4 FLAT OVER --•+ 2x8 DOOR TRIM Ix4 TRIM OVER 2x12 DARE& Ix4 TRIM • 24" O.G. OVER M.D.O. IZ FRONT ELEVATION SCALE: 1/4" = 1 ELEVATION NOTES: SGALE: 1/4" • 1 2°2i PLC. WINDOW HDR. • 24'4 AMP. I. VERIFY SHEAR WALL NAILING AND HOLDOVINS PER PLAN i SCHEDULE PRIOR TO INSTALLING 51DING. 2. CAULK ALL. EXTERIOR JOINTS S PENETRATIONS. 3. PROVIDE WEATHER STRIPPING i FLASHING AT ALL DOORS 1 WINDOM. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING i COUNTERFLASHIN6 • ALL. ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 5. PROVIDE GONT1N)OUS METAL BUTTERS S DONIVSPOIITS • ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION 5/4x4 WINDOW TRIM TYPICAL 12 CONTINUOUS &UTTER OVER 2xe? FASCIA -4 2x10 TRIM COMPOSITION SNI 2°2° SKYLISHT W/ LAM. SLABS 12 36" HIGH P.T. RAIL W/ 2x2 PICKETS • 5 Sib" O.G. l>a3-3s7 5 /4x12 CORNER TRIM SAFETY &ASS 2x4 FLAT OVER 2x4 TRIM TYP. • SIDES • REAR 2x4 IMIND014 TRIM Ix4 TRIM • 24" O.G. OVER M.D.O. 2x8 TRIM It • PORCH 2x6 TRIM (2) 8x8 P.T. POSTS d - LIGHTHEI6HT GAP STONE - MAIN FLOOR ADHERED LIGHTPEI&HT STONE VENEER (GOBBLEFIELD) 011 CA 1UKr�tU� APRO DEC 3 2Q43 VOOOING D 16614 ot eYrt NOVi 2 2003 • ! .._tc_gc,37,1•S•111 We sb eves N Wet! WI; glgObOx ;:::: 41 4:0 0 1 figlailiki OR1 2400C2F-O DESIGNED BY: ANW 00 DRAM BY: DATE: SWD 1/3/00 LATERAL BY: DATE: ANA 10/50/mm REVISED BY: DALE: • i • UPPER SUBFLOOR It • MAIN MAIN FLOOR • lIIIIIIIIIIIIIIII III IuIIIIIII IIIIrIIIIIuIIIIIuI1111 IIIIIIIIIIUIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIlIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIHIIIIIIIIIII 1IIIIIIIIIIIIIUII11111111 _ I_IIIII II IIIIIIIIUIIIIIIIU IIIUIIIIIIIIIIIIIIIIIiIr r._._.r.r.a.r.r . a.r.r.w. IIIIIIIIIIUIIIIIIII111II IIIIIIIIIIIIIIIII111111 1IIIIIIIIIIIIIUIIi 111111 111111111111111111111111111 11111111I1111 1111111 1111111111/W" 111111 1I1IIIII►' 111111 1111111 >A 12 I 110 r~ i it r • • • • • • • • • ■iai. ■� I Lso- sei .2 �Mr r r7w ■N (� 7§■ 12 2xIO TRIM RIGHT ELEVATION SCALE: 1/4" - I PATIO SLAB SAFETY &LASS SCALE: 1/4" • 1 12 T 5/4x4 GORIER TRIM TYP. LEFT ELEVATION • 4 0 4° SKYLIeHT W/ LAM. GLA'S'S 2x10 TRIM — 6" EXPOSED LAP SIDING SHINGLE STYLE SIDIN6 / 11. . a11111I1Ih .iIIIPICiI ;i!U1I1► _ti111M' "Illi: , dIIII11I111 .�IIII111111,111 lI1 ,1 � 11111111111111111 /IIIII�II111� 1 1 r Ma M EI 11 1111. 11111111 111511 ■, Imo■ IIIII111I11■i 111111111111 1111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 111 1111111111111111111111111111111111111111111111111 11/11111/1 !_1 ~ NOM 111/1/1111 /1 11/11111/1 111/111111 '11111III' 11111111111. 1111111111111 ■. II1I11111I11!; /Ii 1111 11111: 11111111111111111111 = 11111111111111111111111111 111111111111111111111111111111111 111111111111111111111111111111111 = 111111111111111111111111111111 111111111111111111111111111 11111111111111111111111111111 111111 ■ 11 11/11111 ■ 1111/11111 11111/1111 ■11111111 11111111■ = 1111/11111 1111111111 ■11111111 11111111 ■ 11111111111 ' 01IIIIIIIIIII11111111111111111I ■1111111111I1111111I11111I111 ` I r a.A..�. •••••■•11. 11111111111111111111111111 111111111111111111111111111 ' `4I1I11111111111I1111111i MIN IN ■ MI MI IN "W M �'' i■ i II.. MI ■ ■� ■ ■■� N IN ■ III ill IN 1111111 111 M XIII IIII Illit 111 111 MN 1111 1111 INN MIME Eton "di • - -I -. ... ��. =mom INN d :lea _ell ■. 1 a ; it •Ui�,I.i■IL ' fii1. p1 S - ■ E� � . ii7 . ■ -'r .�i , 6" EXPOSED LAP SIDING MAIN FLOOR It • &ARAME LINE OP INT. VAULT 4:12 SHINGLE STYLE 3I DI Nb TYP. 2x4 FLAT OVER --•+ 2x8 DOOR TRIM Ix4 TRIM OVER 2x12 DARE& Ix4 TRIM • 24" O.G. OVER M.D.O. IZ FRONT ELEVATION SCALE: 1/4" = 1 ELEVATION NOTES: SGALE: 1/4" • 1 2°2i PLC. WINDOW HDR. • 24'4 AMP. I. VERIFY SHEAR WALL NAILING AND HOLDOVINS PER PLAN i SCHEDULE PRIOR TO INSTALLING 51DING. 2. CAULK ALL. EXTERIOR JOINTS S PENETRATIONS. 3. PROVIDE WEATHER STRIPPING i FLASHING AT ALL DOORS 1 WINDOM. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING i COUNTERFLASHIN6 • ALL. ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 5. PROVIDE GONT1N)OUS METAL BUTTERS S DONIVSPOIITS • ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION 5/4x4 WINDOW TRIM TYPICAL 12 CONTINUOUS &UTTER OVER 2xe? FASCIA -4 2x10 TRIM COMPOSITION SNI 2°2° SKYLISHT W/ LAM. SLABS 12 36" HIGH P.T. RAIL W/ 2x2 PICKETS • 5 Sib" O.G. l>a3-3s7 5 /4x12 CORNER TRIM SAFETY &ASS 2x4 FLAT OVER 2x4 TRIM TYP. • SIDES • REAR 2x4 IMIND014 TRIM Ix4 TRIM • 24" O.G. OVER M.D.O. 2x8 TRIM It • PORCH 2x6 TRIM (2) 8x8 P.T. POSTS d - LIGHTHEI6HT GAP STONE - MAIN FLOOR ADHERED LIGHTPEI&HT STONE VENEER (GOBBLEFIELD) 011 CA 1UKr�tU� APRO DEC 3 2Q43 VOOOING D 16614 ot eYrt NOVi 2 2003 • ! 2001 WASHINGTON STATE ENERGY CODE CHECKLIST GO /IG/O -11 1 1 � w-T'i we, ' • IC c SIJ - epos INOOR IP% M l S 6810 0.1 X t 'eq IiiIgii qh b!000 F� 4g1 !Wilk:011i ' R -38 MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17.64% ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R1 PROPOSED VERTICAL U -VALUE 0.36 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 '1._ I ? t1 ' I _ R -10 PROPOSED OVERHEAD U -VALUE DESIGNED BY: DATE: ANY/ 00 DRAIMN BY: DATE: Seip 1/3/00 LATERAL BY: DATE: ANA i0/30/ ' REVISED SY: DATE: d if ////1/ i;: : 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRPTNE PROPOSED INSULATION OPTION NUMBER IV CEILINGS , ' R -38 MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17.64% ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.36 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER _ R -10 PROPOSED OVERHEAD U -VALUE 0.54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR U -VALUE ALLOWED 0.20 4.00 MILGARD PROPOSED DOOR U -VALUE 0.20 5320 112" GLAZING SCHEDULE PLAN M2400C2F4 ROOM VAPOR RETARDER W. l WN FLOOR II PLYWOOD WI EXT. GLUE I , 4 PAIL POLY X FACE STAPLED BACKED BATTS 48400 L04 l WALL AREA 1 14 MIL POLY I X I FACE STAPLED BACKED BATTS I I PVA PANT 1 1.50 5.00 CEILING ; I 1 4 MIL POLY I I FACE STAPLED BACKED BATTS I 1 PVA PANT I X I NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION 0.35 GLAZING SCHEDULE PLAN M2400C2F4 ROOM IMNDB. W. l WN MMIUF. FRAME TYPE • NO G, 48400 L04 l U`V AREA l UA MAIN FLOOR FOYER 1 1.50 5.00 MILGARD VNYL PICTURE 5320 11? AIR YES 0.35 7.50 2.63 FOYER 1 1.00 4.00 MILGARD VNYL PICTURE 5320 112" AIR YES 0.35 0.35_ 4.00 12.00 1.40 4.20 FOYER 2 2.00 3.00 MILGARD VNYL PICTURE 5320 1 AIR YES ,LNNG 2 2.00 6.00 MILGARD VNYL CASE. 5521 112" AIR YES 0.36 24.00 8.64 Loam 1, 2.00 6.00 VNYL PICTURE 5320 112" AIR YES 0.35 12.00 4.20 LIVING ._._ 3 2.00 2.00 MILGARD VNYL PICTURE 5320 112" AIR YES 0.35 12.00 4.20 DINING 2 2.00 6.00 MLGARD VNYL CASE. 5521 1/Y AIR ' YES 0.36 _ 24.00 _ 8.64 DINING 1 1 2.00 4.00 6.00 6.00 ' 4.50 6.83 5.00 MILGARD MILGARD I MILGARD MILGARD VNYL VNYL VNYL VNYL PICTURE `SLIDER S.G.D. SLIDER 5320 6120 5621 5120 112' 112" 112' 11? AIR AIR AIR AIR YES YES YES YES 0.35 0.38 0.34 0.38 12.00 ' 18.00 40.98 50.00 4.20 6.84 13.93 19.00 KITCHEN NOOK 1 FAMILY - 2 5.00 DEN 2 2.00 6.00 MILGARD VNYL CASE. 5521 11? AIR YES 0.36 24.00 8.64 DEN 1 2 2.00 2.50 6.00 5.00 MILGARD MILGARD VNYL VNYL PICTURE CASE. 5320 5521 11?" 11? AIR AIR YES YES 0.35 a 0.36 12.00 25.00 4.20 9.00 UPPER FLOOR BEDRM 2 MSTR BEDR■M 1 8.00 4.00 MILGARD VNYL SLIDER 5120 112" AIR YES 0.38 32.00 12.16 MSTR BATH 2 5.00 3.50 MILGARD VNYL PICTURE 5320 11? AIR YES 0.35 ' 35.00 12.26 MSTR BATH y 1 2.00 3.50 MILGARD S.HUNG 5220 112" AIR YES 0.39 7.00 2.73 BEDRM 3 1 5.00 3.50 _ VNYL MILGARD VNYL SLIDER 5120 11? 4 AIR YES 0.38 17.50 6.65 BONUS /BEL 4 2 2.50 5.00 MILGARD VNYL CASE. 5521 112" AIR YES 0.36 25.00 9.00 BONUS/BO 4 1 2.50 2.00 MILGARD VNYL PICTURE 5320 1!? AIR YES 0.35 r 5.00 1.75 WND. TOTAL: 328.61 144.26 DOORS WI II MORE THAN 50% GLASS I I I ISNPSON IWOOD 1DOOR 1 6001 [314" LAIR DYES 1 0.36 I 1 DOORS WITH MORE THAN 50% GLASS - TOTAL: AVG. U-VALUE (VERTICAL GLASS): 0.36 SKYWALLS SKYLIGHTS AND STAIRWELL 1 4.00 4.00 MILGARD VNYL SKYLIGHT 780 314" AIR NO 0.54 16.00 8.64 MSTR BATH 1 2.00 4.00 MILGARD VNYL SKYLIGHT 780 314" AIR NO 0.54_ 8.00 4.32 BATH 2 1 2.00 2.00 MILGARD _ VNYL SKYLIGHT 780 314" AIR NO 0.54 4.00 2.16 SKYLIGHT TOTAL: AVG. U-VALUE (OVERHEAD GLASS): 28.00 15.12 0.54 AREA UA I 426.98 159.38 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRPTNE HEATING SYSTEM SANG: 0 _ .u, . Y� .'-.. ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.23 - - MAXIMUM KW OUTPUT ' ., ' .-. : : -;"� O THER FUELS: CONDITIONED SQUARE FOOTAGE X20 = 48400 MAXIMUM BTU OUTPUT e (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E TOTAL 1 HEATED AREA AVG. U -VALUE = UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) GLAZING % = • 426.98 S.F. _ 2420.00 S.F. 159.38 UA = 426.98 A 4 TOTAL 1 TOTAL 2 17.64% 0.37 U -VA LU E S /! 4 \te / \ / \ // COMPOSITION SHINGLES oven Illb FELT OVER I/2" G.D.X. OR 0.5.0►. OVER TRUSSES FINISH PER ELEVATION OVER 1Ib FELT OVER t' I/2" G.D.X. OR 0.53. .T'a4i ri YISe'R.. �r C - JAYA n.,u4 It • 6ARA6E (' T.O BEAM YY � 2x6 STUD 16" O.G. W/ R-21 INSULATION TYP. U.N.O. SCALE: I /4" = I'-O" MANUFACTURED TRUSSES PER PLAN SCALE, 1/4" • I r k " NERV'ASTROHL OR FLASHING FOR WATER PROOFING 4" CONC. OVER 6 MIL (BLACK) V.B. OVER 4" 6RANULArt FILL SLOPE 4" TO O.H. DOORS t Li] BUILDING SECTION 'A' r • • I ,. k .�. ..+r -Y✓ina r ., ,a, MAIN FLOOR •••••••••••••••••••••- R -38 INSULATION TYP. • CEILINGS 3/4 "T. i dr.PL OVER 2x10 FLOOR W/ R -30 INSULATION ttt Fttttt •��'1 .t tt I' ..A .t t1. 6t.'1 .'•tt �t�'1 �'•tt �t�tt : •t�tt /I . 1111 M MI : ••••1 .•••1 •'••1 .••e1 ••••1 ••••1 •'••1 ••••1 •'•'•'1 ylo moo ,t.2 •'i'1 •2 •t tI •'•'1 m •'•'1 0 •'•'1 , i* r - - / \ ;,<, /� rr � / / / / / / / / / \// / \ i t � r � / i . � r / \ \\ \\ \\\ r \ / \ / \/ \r \ / \ r / r r // rr r/ r "WOW"' / / % i\\ i % ..r/\` /r \ -..-= V ATER' }IEA =R, : - .•• - FURNACE lS" HI61 FLA I.ATORM MAIN FLOOR UIL'IN& SECTION 'B' 4 °4° SICYL W/ LAM. &LASS 2xI2 NAILER W/ (4) I6d • 16" O.G. 12 POSTS a BEAMS PER PLAN LIFE OF LINE OF CONTINUOUS FOOTING S. { INSULATION 'BAFFLE VENTED BLOCKING (7) (NJ ij T tt A. 0 • wren 2x6 STUDS 16" O.G. W/ R -2I INSULATION TYP. U.N.O. SUBFLOOR IL • MAIN p 4 � Q r ■ MAIN FLOOR 2xI2 RAFTERS • 24" O.G. W/ R-30 INSULATION R. • LIVING INSULATION BAFFLE NI/ IN MIN. AIRSPACE TYP. alt)b3 -35 • _ � R ol: 11 ��nom► /4 4/01/ 1 2 2403 PERA0 1 I WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD 0 _ OPTION 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIA° 303.4.1) MN. CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 NOTE: THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN. I X I OPTION 2. WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2 7 INCH SMOOTH OR 8 NCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-5 I 1 MOTORIZED DAMPER X MANUAL DAMPER MEETING VIAQ TABLE 3-2 FLOW RATES 100 CFM 0 AUTOMATIC FLOW - REGULATED DEVICE OPTION 3. WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 303.4.3) INCH SMOOTH OR NCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 BACK -DRAFT DAMPER SELECTION: I I CALIBRATED MANUAL VOLUME DAMPER I MANUAL VOLUME DAMPER I. I AUTOMATIC FLOW-REGULATING DEVICE [ I OPTION 4. WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303.4.4) e (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E TOTAL 1 HEATED AREA AVG. U -VALUE = UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) GLAZING % = • 426.98 S.F. _ 2420.00 S.F. 159.38 UA = 426.98 A 4 TOTAL 1 TOTAL 2 17.64% 0.37 U -VA LU E S /! 4 \te / \ / \ // COMPOSITION SHINGLES oven Illb FELT OVER I/2" G.D.X. OR 0.5.0►. OVER TRUSSES FINISH PER ELEVATION OVER 1Ib FELT OVER t' I/2" G.D.X. OR 0.53. .T'a4i ri YISe'R.. �r C - JAYA n.,u4 It • 6ARA6E (' T.O BEAM YY � 2x6 STUD 16" O.G. W/ R-21 INSULATION TYP. U.N.O. SCALE: I /4" = I'-O" MANUFACTURED TRUSSES PER PLAN SCALE, 1/4" • I r k " NERV'ASTROHL OR FLASHING FOR WATER PROOFING 4" CONC. OVER 6 MIL (BLACK) V.B. OVER 4" 6RANULArt FILL SLOPE 4" TO O.H. DOORS t Li] BUILDING SECTION 'A' r • • I ,. k .�. ..+r -Y✓ina r ., ,a, MAIN FLOOR •••••••••••••••••••••- R -38 INSULATION TYP. • CEILINGS 3/4 "T. i dr.PL OVER 2x10 FLOOR W/ R -30 INSULATION ttt Fttttt •��'1 .t tt I' ..A .t t1. 6t.'1 .'•tt �t�'1 �'•tt �t�tt : •t�tt /I . 1111 M MI : ••••1 .•••1 •'••1 .••e1 ••••1 ••••1 •'••1 ••••1 •'•'•'1 ylo moo ,t.2 •'i'1 •2 •t tI •'•'1 m •'•'1 0 •'•'1 , i* r - - / \ ;,<, /� rr � / / / / / / / / / \// / \ i t � r � / i . � r / \ \\ \\ \\\ r \ / \ / \/ \r \ / \ r / r r // rr r/ r "WOW"' / / % i\\ i % ..r/\` /r \ -..-= V ATER' }IEA =R, : - .•• - FURNACE lS" HI61 FLA I.ATORM MAIN FLOOR UIL'IN& SECTION 'B' 4 °4° SICYL W/ LAM. &LASS 2xI2 NAILER W/ (4) I6d • 16" O.G. 12 POSTS a BEAMS PER PLAN LIFE OF LINE OF CONTINUOUS FOOTING S. { INSULATION 'BAFFLE VENTED BLOCKING (7) (NJ ij T tt A. 0 • wren 2x6 STUDS 16" O.G. W/ R -2I INSULATION TYP. U.N.O. SUBFLOOR IL • MAIN p 4 � Q r ■ MAIN FLOOR 2xI2 RAFTERS • 24" O.G. W/ R-30 INSULATION R. • LIVING INSULATION BAFFLE NI/ IN MIN. AIRSPACE TYP. alt)b3 -35 • _ � R ol: 11 ��nom► /4 4/01/ 1 2 2403 PERA0 1 I File: D03 -0357 35mm Drawing #1 STUB DRAIN ., --.,° / SD 07' / ` / 07 v I I SD I I / s C.0 20 ' Connection of Storm Drain to Footing Drain to be One Foot below Geroge Grade S S 5� SEIIER � m 1 ---E GAS GAS 13 3/ PATER mtrER Lot I5, of Cascade Glen 3825 South 132nd Place TAX #: 142260 -0150 CONCRETE\ G3IVEiNAY: • !�- / sD . - �BL B S S S S S GAS GAS GAS GAS GAS ._ GAS - GAS GAS Inch MINED =IMO WESTCO'JV Since 18 i 0 7 '5 9 "„ '�� S - �'`� - - BSBL S S S SITE PLAN 1• = 10' I I I I I ..I I . I SD I.IIjI_l GAS GAS GAS ROCKERY WALL UNDER 4' TALL SO1 8 ell Fri 1 Ii1il 1 lili�ililili�i1ili1i l ijli 5 g 96 b6 £6 0 6- L 6 8 L 9 II 111111111 HillillII Zijiihmii lliililliii Ili �� iililiiii�iiiililil�111111111�ii111ii11�1111111i1�11 �11111►I , M1/10 01■111■111MIMINIMIIMI 1 6 O.H. WATER SERVICE LINE S --S S --s 51 DE SEWER LINE • Roof Overhang 4" dia perf. \ fdn. drain I - 4" dia storm _ ' drain \m m 4 ' -6 " \ NEW UNDERGROUND ELEC./PHONE/CABLE SD - SD 4 RAIN DRAIN GAS - GAS GAS NEW GAS LINE These plans have been reviewed by the Ptil)lic Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these rawings after this date will void this acceptance a d will require a resubmittal of revised drawings fox subsequent approval. • Fin acceptance is subject to field inspection b the blic Works utilities inspector. by Date: -� v CITY OF TUiCiiiLA ` � • U �IivG DIVISION i 1o3.3 DEC 3 0 2003 AS NUIL'L) I I I II I By: