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Permit D03-184 - CASCADE GLEN - LOT 18 NEW SINGLE FAMILY RESIDENCE
CASCADE GLEN LOT 18 73255 40T" AVE SOUTH D03 -184 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 1422600180 Permit Number: D03 -184 W Address: 13255 40 AV S TUKW Issue Date: 07/17/2003 re Suite No: Permit Expires On: 01/13/2004 6 v 0 N 0 Tenant: J i Name: CASCADE GLEN - LOT 18 Address: 13255 40 AV S, TUKWILA, WA w O Owner: g Name: DREAMCATCHER HOMES LLC Phone: I Address: 13407 51 AV W, EDMONDS WA co a ,_ w Contact Person: z 1..- Name: JAY KEIROUZ Phone: 206 - 300 -6874 Z O Address: 13619 MUKILTEO SPEEDWAY, #D -5, LYNNWOOD WA ' n 0 Contractor: 8 cn Name: 3 A K DEV & CONST CORP Phone: 206 - 300 -6874 0'- Address: 13407 51ST AVE WEST, SEATTLE WA = w Contractor License No: JAKDECCO23NS Expiration Date:09 /04/2004 i-- u- DESCRIPTION OF WORK: iii Z CONSTRUCTION OF A NEW 2,130 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 80 SQ FT U COVERED DECK AREA. ~O PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, LAND ALTERING, DRAINAGE FOR ROCKERY, AND STORM z DRAINAGE. Value of Construction: $ $207,440.80 Fees Collected: $3,038.61 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 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: N N Private: Y N Profit: N D03 -184 Public: Non - Profit: N Printed: 07 -17 -2003 1+/i:1ar..t nab'trr'vi+L4cri:+:�� Water Main Extension: Water Meter: doc: Devperm 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 -184 Printed: 07 -17 -2003 Permit Center Authorized Signature: 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 construction or the performa of work. I am authorized to sign and obtain this development permit. Date: 77/ 7 / 3 Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 City of Tukwila doc: Devperm Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -184 Date: Printed: 07 -17 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600180 Address: 13255 40 AV S TUKW Suite No: Tenant: CASCADE GLEN - LOT 18 PERMIT CONDITIONS 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: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. doc: Conditions D03 -184 Permit Number: D03 -184 Status: ISSUED Applied Date: 06/11/2003 Issue Date: 07/17/2003 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. Printed: 07 -17 -2003 1• ,;41,.1, 1 ;N �.i: v`e:.: <iiii:: r.�5is:atiiJ? .�i S z w 0 00 LLI J F U) a. w LQ = • d z = rr � w 0 O — O I— w H1- -O ..z w U= 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: 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. 23: 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. 24: 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. 25: 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. 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 plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -023 and L99 -024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accordance 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 drains along the driveway, as necessary to prevent on -site ponding of storm water runoff. 31: ** *FIRE DEPARTMENT CONDITIONS * ** 32: Install house address on address post at 40th Ave South, with all houses accessed from this drive. 33: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doc: Conditions D03 -184 Printed: 07 -17 -2003 SAL* .. fi „r y such condition or violation. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 34: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: Si�,_ -6'°i D03 -184 Date: 1(/ ViYj Printed: 07 -17 -2003 Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 TACT PERSON Name: � - Mailing Address: E -Mail Address: - -1 - �1� �' Z r7t, tI -� Company Name: Mailing Address: 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 ** Z t 3� D z King Co Assessor's Tax No.: Site Address: 15 Z J L1 `C7 Q-E Suite Number: Tenant Name: Coot.,, (, 7S New Tenant: .... Yes J ..No Property Owners Name: '14 - - C. L LC. M" l V5 -0 1 `-E, I °). 1-1 0‹.- L-- r� i -,ci> S L &6 -6Th Zip 54;1, City State /Li 2260 —©)eio Floor: Day Telephone: a,6) (5-3_.68 72f State Zip City Fax Number: C J At f ZreS Lf City State Zip Contact Person: � � ��t1�_ -� 7 Day Telephone: 486) 3 c 6k7Z-1 E -Mail Address: -L._ , !-'l Fax Number: Z4) Z Li Contractor Registration Number: �7& \C ��LC Z3 /' 5 Expiration Date: �C1� * *An original or notarized copy of current Washington Sta a Contractor License must be presented at the time of permit issuance ** :ARCHITECT'OF RECORD = Athplans must be wet stamped byArchitect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: \applications \permit application (3.2003) 3/2003 Page I State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - Ail plans must be wet stamped Engineer: of Record State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Valuation of Project (contractor's bid price): $ et Existing Building Valuation: $ Scope of Work (please provide detailed information): Ca• - 0 1 41 t r L�— ° ct't.t�C�Y Will there be new rack storage? ❑ ..Yes No If "yes ", see Handout No. Provide All Building Areas in Square Footage Below 1'.t Floor 2 "° Floor Floor: ; Floors:. '. Basement.' Accessory Structure* Attached. Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered: Deck Interior Remodel Addition to Existing Structure New l08 L-c9 b (6( Lt o Type of Construction per UBC 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) GL, t ' *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? 0 ....Yes g..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑ ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes .No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Sa ry Data Sheets. \applications \permit application (3 -2003) 3/2003 Page 2 for requirements. w w. . .......: . . waltz+;« ast�s� '.?SSe�'K.ifi?;'kt;Y' %;Y�a"vi1: .'IM'�:.i�Kh.�..'f:w ;;sf+;tti�{ ✓i: ♦';�i;.F "S.rtal.','- ^,L:ir: , "i:�st•: «.£:i: VBL`IC WORDS PERMIT IN " ;I�y i�� ;?`x f .', i ;• � � :':,. � .. '� , . Ott �y,1 f, , F.,� "� � : #'�, ....�. _, .. Scope of Work (please provide detailed information): L v- , Sp , - 7/ Lt) , TyLA - p-JA 6 ( Kop (2- kr Water District ❑ ...Tukwila . Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila f 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. 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 X. too Total Cut cubic yards ..Total Fill t— cubic yards 100 ❑ ...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 \applications \permit application (3.2003) 3/2003 Please ;refer ;to Public. Works Bulletin : #1.. for fees and estimate sheet. „JSewer Main Extension Publi ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line It „ Call before you Dig: 1- 800 - 424 -5555 ., WO# WO# WO# Private Private 6-433 =0L ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. 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 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Zip Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: City State State Zip Page 3 Unit Type: Qty Unit Type: Qty . Unit Type: . Qty Boiler /Compressor: Qty Furnace <100K BTU 1 Air Handling Unit >= 10,000 CFM \ Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >lOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 1.1 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted I- Ieater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood , 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind T`-INJOIuvIATION -= 206 -431 =367 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address 4k. Ule-t t..7 S L. 7 1 ->ej 1---VA t9 s, City State Zip Day Telephone: *_ o-o 4.29,721 E -Mail Address: - 4._- ._- - k IZb t., – 7 t(_ J • Cs:0.N Fax Number: ki-7") 7A I 3- it Contractor Registration Number•. 'C. 1}Fi'CQ . Z Z.3N'S Expiration Date: g/4 / * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Contact Person: Valuation of Project (contractor's bid price): $ 4 Is® Scope of Work (please provide detailed information): C43 I - L L., ? 1N-c ycrEPt./ 1,3/ k 1■C Use: Residential: New ... Commercial: New .... 0 Fuel Type: Electric 71 Gas .... Indicate type of mechanical work being installed and the quantity below: IT APPLICATION NOTES Applicable to all permits in this"application 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 TI -HS PERMIT. BUILDING OWNER OR AUTHORIZED T: Signature: Print Name: 14-47. Mailing Address: \applications\permit application (3.2003) 3/2003 17 Replacement .... Replacement .... ❑ Other: Page 4 Day Telephone: City Date: .47 1 �3 State Zip Date Application Accepted: .: •.rte' t f4t'T ? t 2 it }i^_ AIS 'b"1t2iiC�DYs4.ifR�FlsiuSin1�.. ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT 1 Z �w Parcel No.: 1422600180 Permit Number: D03 -184 v Address: 13255 40 AV S TUKW Status: PENDING 0 co 0p Suite No: Applied Date: 06/11/2003 co w , Applicant: CASCADE GLEN - LOT 18 Issue Date: w i H CO W w o Receipt No.: R03 -00726 Payment Amount: 1,355.56 w Q co Initials: SKS Payment Date: 06/11/2003 04:14 PM Z W User ID: 1165 Balance: $1,683.05 Z H 1— 0 Z !— w ui D o O S2 0 1- TRANSACTION LIST: w 1 w o Type Method Description Amount !-- IL. Payment Check 2197 1,355.56 Z 111 U = O 1- Payee: DREAMCATCHER HOMES LLC PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/345.830 000/322.100 000/345.830 000/345.830 1,039.06 250.00 23.50 43.00 Total: 1,355.56 9542 06/12 9716 TOTAL 1355.56 Printed: 06 -11 -2003 Z Project: ' 0 „�' 7 ,�^ �.- f-- raj C Type of Inspectio ' 'I >7 Address: ate Called: Specia Instruct ons: ate Wanted: a.m.., 1 Requester: 27-- '� - I Phone No: �1 �e.L.rn i��l u •.� i A L \i4:w �a it ✓..^�. • � .0 l• J' � r •..�t t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 5z A pproved per applicable codes. Corrections required prior to approval. COMMENTS /On . - —,'",-7 r te ' , z. "75 v Cam /./ El $47.00 REINSPECTION ._E REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of lwction.: Address: /3255 . 2 e9 4,caj (....r 1 4/ -m )7St04/7A). -4 Ad -Ill ...". ■•■ 4 AI" .,..,/ .. ....._ ,.., 7 1- e e. i .72.1 4 40 1 C—&/// kl en•-•;7 ec,-/ i i . , / — -"1111,41 ____ Project: Type of lwction.: Address: /3255 Date Called: _ Special Instructions: \ Date Wanted: / 0. 1;9 2 9..-e:20 p.m. Requester: Phone No: INSPECTION RECORD INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 FERMI (206)431-3670 Ej Approved per applicable codes. Corrections required prior to approval. Date: / 47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: v Type of Inspecti r ` /4 G{ /....14,(bri,� Address �.� / .34 5 5 io / S Date Called: ( / ,- P '2-i C_- c. /s u /77 <.i Jt/ ii--, ... c,', } s av « r-A Spe ial Instructions: f i S cI fr -,---,t Date Wanted: ` arty - 2,7) f - 30 , / to /) '', , 4 U / .0 (. rte! Phone No: o6 .- 7. a' 029b2, 3-wd i;iiata• S Ay-7 4 /-Ae / e ( 5*f.4,-,q/, /,,,,ey ___‘ (7*, 5-4 Projects Cl e- L.A cc Ci °-- (7°I ev1 Type of Inspecti r ` /4 G{ /....14,(bri,� Address �.� / .34 5 5 io / S Date Called: ( / 1 { Spe ial Instructions: f i Date Wanted: ` arty Requester: fad Phone No: o6 .- 7. a' 029b2, INSP TI. K0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERO 0. I/ (20 • )431-3670 Corrections required prior to approval. $4 .00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee m st be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of In pecti no -- • Address: L J 7 / /) Air 5 / /AxIA !/7, 2 M :1 -e e. Special Instructions: Date Wanted: r?,1 7 D kV 1 Reques / /C1< Phone N8: ( X04)10-9 6 a /Z ;M Fit4 - c,A—P A c 1/2-V k( 1- pAeSt. , I /2.3/°V f r .P -c..t/ _ (Z (.0.,) /-,.... u.G' /1.0 q Cs a'r't -mot" 4 (A.4 /-k / Pr ect: (2 6 (04 °' C/& - A0 I . Type of In pecti no -- • Address: L J 7 / /) Air 5 Date Called: v) l aolo 4/ Special Instructions: Date Wanted: r?,1 7 D kV _=-- (a.m. p:m' Reques / /C1< Phone N8: ( X04)10-9 6 a LA 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 Approved per applicable codes. JJ Corrections required prior to approval. Inspector: 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: lv ,.. .1 10k, Type of nspection: A c V'ca,,u1 S ocCe 0.) -v.su lca4 i r,A v ,10PA.c > 62 I h F Date Wanted: 1 (. ( 01.1. .Ti. (C) t/44 (i () t *L 4 too r (\ t oo v e✓ Pho No: Q O1Q — 73D'O (4;'. W . S h -P l �P ?s) rep v c1 -?v-00-- a-C. - V...-- 3C) e N so 6,--1 (<iv.. l V\ (' ro (A) crOc e'° AJ A-P o. P rte. C V o w\ C UPI/ i KA h6:^e A-P dk ?ev O p p tr o V-e(A ?1t o S icy i c e t :Luxeks? Type of nspection: A L.. Date Called Special Instructions: F Date Wanted: 1 (. ( 01.1. .Ti. Requester: c , (t\) Pho No: Q O1Q — 73D'O (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 El Approved per applicable codes. Inspector. Corrections required prior to approval. Date: \ 21 _ 0 L) 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: Pro'ec� t: ceLe H eti N Type of j sp ctipn: . 4.4"0 A 1dsss: 5 5 L D �> Date Called: • ' O Special Instructions: Date Wanted. ( 0 r. ; Requester: N tc, . Phone No — 73D — q(g 12-1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 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: Project: L ce-r P C7(e. : Type of Inspe tion: N Az, i Address: i Date Calle I/ Sp cial Instructions: Date Wanted: d : ! k m'1 m ; Requester: _ C-is- ! Phone No: . 13 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 D PER (206)43] =3670 El Corrections required prior to approval. COMMENTS: 1 C) ir rr te, In Inspector: j2 Date: ' Za OL 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: Proj ect: SCO G I e T ,p ' of Ins ec 'on: tee I K oc 1 ' Ala f /r ft , A es �z 0.02 S Date Called: 1 r7 / 2)( 1 63 ,---.. �4' Special Instructions: L O / / �{ CJ Date Wanted: ` ' / I te ■ UPi1p; p.m. Requester: Phone Ny,.,,. . 300'6 e 7 1 INSPECTION RECORD Retain a copy with permit pO3- le 1/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. C f;kpproved per applicable codes. 1D Corrections required prior to approval. COMMENTS: Date: // /O /�/ h 3 e ., .00 REINSPECTION EE REQUIRED. liFior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prplj tC C *eiipt/3 Type pf Inspection: • Address � � tip ,.S. Date(alled: /o V Special Instructions: Date Wanted: 1 0/1703 .m. Requester: JJ Phone No: 2,0(.12 - 7. )0 i Cai i/ 1)13 - � 8 � INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ej Approved per applicable codes. gl Corrections required prior to approval. COMMENTS: n �1. 1�; )) e e(, r "o. e Inspe to 1 R EINSPECTION F E RE UIR Dat e /9 A73 0 0 Q ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 P 'ect: �2,� � Type f Ins ection: lt / A dress: 1 4O �.5. Date Cal ed: 1C) � Special Instructions: Date Wanted: ) 4) I� i O3 Requester: k Phone No: r' to INSPECTION NO. E Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D03 -ALI PERMIT NO. f'h r3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. C* COMMENTS: Insp r: �� Date: b '1�. e... b $ .00 REINSPECTION FEE R QUIRED. MA to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PrAject: Ca • .... - . I 14 Type • , ispection: , Ao! Address: / -2 )v5 / 7 4 0 / ..S Date ailed. I O ' 3 P Spedal Instructions: Date Wanted: ) O Requester: Phone No: a 1 PERMIT N0'.// CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 0.-cp e c.1 C r: Date: 47.00 REINSPECTI • t1 FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenler Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: .s COMMENTS: S k t -a NO - B 4-JG r.) ((ATV d I a ,,,ARra6 ' - i OS * T ,4 (\Ls.s A 1 cro-r' -Pm . 2,r► S bAi■ I a i ii iaree/ Date Called: IQ — i' — n SC) I : O b) a r e It IN to e -1 ee /v s -k t c.l? c Special Instructions: '. b 1- % i r e 1# e, c 4 -1 . . 47 3 s■ .46e._ i P,/S 8t3 1.._' I_.✓ _ ,4 Phone No - ►.1 _ t cam..., ... • � ■ ae j. (2fu. Ste, (32 AO - Q-16.- e.,. — _ e .._ 014-- -rza ^ .sN% 1-1 1..rse Project: . . Type of Inspection: Address: . 177-2_,S 5 x-10 PrU S Date Called: IQ — i' — n Special Instructions: '. c Date Wanted: I U --7 _ a 3 p.m. Requester: a,o(.- 3 a - G8 "P-4 Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D 03 -1 g-1 (206)431 -3670 Approved per applicable codes. erections required prior to approval. Date: 10 -7— 4'.00 REINSPECTION'EE REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 4 i /P ' cae </ -, 1- Co �') Type of Inspection: 4,1 y. .S, � e2 .2 Address: Date Called: Special Instructions: Date Wanted: - d ... C. p .m. Requester: Phone No: o6) 7-3O 2 a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)4 pproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: ( el. , s isAga/ 1 - ,e,4 Date: or: c r 00 REINSPECTI N FEE REQUj/D. Prior to inspection, fee must be p 'd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R ipt No.: Date: e • Project: ..! e• 61/4 I • (4,1 Type of InApN17 , / Address: 4?2.5 ' -Vd /9 d S Date • Called— Special Instructions: Date WantO: z _ _ 0 a.m. ..7 Requester Phone N ii34 : ,) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: 4 Ins ctor: s 47.00 REINSPECTION FEE RE RED. Prior to inspection, fee must be paid at 6300 Southcenter Blv , Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ject: p op Ca/cCa -de c7/1"/ - 6 Type of I ection: C aien/77 Ad .dress: I7 55 L in Av ,s. Date Called: , q/7)3 Special Instructions: Date Wanted: po 03 • • Requester: j /� N CAc Pho : 730 D q(.p INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. "l&orrections required prior to approval. COMMENTS: tM ?()J -Mi• l..✓L_ ceipt No.: Date: � - - 30 - 0 3 47.00 REINSPECTION�EE REQUIRED. Pior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4 COMMENTS: Type of Inspection: 5-form hooKuP Address: 1325 n„ Ave Date Called: 16 3 5 7/())./ E ; � ,. 7 ....AAf q..,i 4%. # ((� ki , r I`:fliN �� ft-k. t 2' <.y C .161/4.1‘ t' : ., • ' • .. . Project: C asca d e. 2 ' ler) Type of Inspection: 5-form hooKuP Address: 1325 n„ Ave Date Called: 16 3 Special Instructions: 1,01- 13 Vv Date Wanted: g -7— 03 a.m p.m. Requester:. I ek Phone .No: 2 06_130-216z ........., ......« «..4....... --.... .. ..✓a». 4..... n.. �u ..+a.f�a.:.n1:..�+;r:.atw!F.an Y"M.I"ti2v�i'4'.jvy4 r 7c...,: Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit D03 _ i 8 4 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. Date: f 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: Z Z w J U U CO CO W W � WO H O 5 cu- W W H� LL' O .. Z W U= Z 0 I— Prolect: ( f il -- 9A1V Q EA) — Type of Inspection: 4,A) 0E EZ. cl)/ Address: Z. 0 7 . , Date Called: J' r-,- , 7c7 - Special Instructions: Date Wanted: g - 1.3 ---().. (a.m. P7m. Requester: liu / ck phpne INo: \ ) V, "" INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 $47.00 REINSPECT! paid at 6300 South . . . INSPECTION RECORD Retain a copy with permit PER (206)431 ' ,,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: N FEE REQUIRED/dor to inspection, fee must be nter Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: , Pr e c t : (.Q(a - e G11,41 ''' J (\ y p of I io. -- P ) n: r� ; �� �j Address: �.,.. 13a5 4LrAtif -c. Date Called: ' $1.5 6) Special Instructions: Date Wanted: ' �^ � C,_ p.m. Requester: A r /thc, 76Q) 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 c 'ElApproved per applicable codes. U Corrections required prior to approval. COMMENTS: Insp /"A4. )cc t 7.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. R "ceipt No.: Date: G. - v 3 Date: P? pect: ,, 40— CI:64e & /M-1i a y of Inspection: ,..,. b(ii'101a,o Adaress: r /5 1 /0 1 - 1/1 - -- • AretA), Date Caney _ / - / 0 .12/ 03 . Spec! InstructionsF -(? I •-• i I, e e.)e? Date wanted: f ..1 -7P7 l i rY.Tri Requester (4 Pbene No. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Ins:i or: ceipt No.: roved per applicable codes. INSPECTION RECORD Retain a copy with permit 14-4 ..1k Date: Date: (206)431-3670 Corrections required prior to approval. ,2F f/ 7.00 REINSPECTION lEE REQUIRED. P or to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 1 96 Call to schedule reinspection. • . t..14 Project.. ,Type W ad( 00-L (�� 18 of Inspection: ?ri 7'l / (,)/ 7 �> ir(0 Ad 13,9 40 AV Date Calle J Special Instructions: Date Want • /` 0.3 m. Reques• e / Phon /: 7 o �C�" l r -- 9 7 . 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 Approved per applicable codes. "" El Corrections required prior to approval. COMMENTS: (;!O - L c.pt) S4-441 its 0[_ Inspecto op Date: 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: M '~ W re 2 6 JU O 0 W W = CO LL w O J =w Z I. Z0 U ra O N O I-- W W H p L - 6 O w z O~ Z ...77Prrrmrs7 Project 'Name Address / Sprinklers: ) Fire Alarm:. Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Fire Department FINALAPP.FRM Rev. 2/19/98 City of Tukwila ,,,N;'-',-”I;si77144 7777 : r73. ':77:77.7 •T"") TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM y )( Approved without correction notice Approved with correction notice issued 1 c,',1•7 7// - -- , ---r , -?-- - Retaill-current -inspection schedule /13 Needs shift inspection Permit No. fi' , Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Suite # 2 - /4 ate T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • z 6 re 2 O 0 co 0 W • I u j 0 § < ) I a Z — 0 Z I uj 0 C.) co 0 C) z u j I 0 L I 0 Li z w o City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1422600180 Permit Number: D03-184 Address: 13255 40 AV S TUKW Status: ISSUED Suite No: Applied Date: 06/11/2003 Applicant: CASCADE GLEN - LOT 18 Issue Date: 07/17/2003 Receipt No.: R04 -00088 Payment Amount: 47.00 Initials: SKS Payment Date: 01/28/2004 04:23 PM User ID: 1165 Balance: $0.00 Payee: DREAMCATCHER HOMES TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 2325 47.00 ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION Account Code Current Pmts 000/322.800 47.00 Total: 47.00 70 58 O1./30 9710 TOTAL 47.00 Printed: 01 -28 -2004 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DREMCATCHER HOMES, L.L.C. Payment Check 2327 BUILDING INVESTIGATION RECEIPT Parcel No.: 1422600180 Permit Number: D03 -184 Address: 13255 40 AV S TUKW Status: ISSUED Suite No: Applied Date: 06/11/2003 Applicant: CASCADE GLEN - LOT 18 Issue Date: 07/17/2003 Receipt No.: R04 -00096 Payment Amount: 47.00 Initials: SKS Payment Date: 01/29/2004 02:11 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount 47.00 Account Code Current Pmts 000/322.800 47.00 Total: 47.00 7063 01/30 9710 TOTAL. 47.00 Printed: 01 -29 -2004 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAMECj �'L j f 12) PERMIT # t 3 - 18, 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. • D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C+ D) $ 4Z450 (4) 5. GRADING Plan Review and Permit Fees $ 2 (5) Enter total excavation volume /say cubic yards Enter total fill volume 0.0 cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes be TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 71(0 (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 1 . 4• �,•sxt r .uww..v meM $250 (1) Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee - covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged sepgately and must be paid before PW Final Inspection. Approved 09.25.02 Revised 03.18.03 c•.t` • i Refer to Bulletins 1, 1B, 1C, and 12 for more information. CITY OF TUKWILA Public Works Department 206 - 433 -0179 PNBLIC WORKS BULLETIN 1A TYP. C FEE ESTIMATE WORKSHEET This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. �.y QUANTITY in CY RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 , $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. ht(fbr- 10,000 1 ' s, $194.50 for 1st 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for theist 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 r � , ,s Approved 09.25.02 Revised 03.18.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces, The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRAAIIG Permit Review Fee Grading Pbrmit Fees are calculated using the following table. Usethe greater of the excavation and fill volumes from Item 5. 2 $ 4Z S O (6) '~ w 6 00 J H O w w 2 u a = F .. w Z = 1— O Z E— U 0 O - O H $ 57 6--D (8) 0 H z Approved 09.25.02 Revised 03.18.03 3 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. —4 77 1 fiti-ea„ 7/1 / 9. r:-) TO:INOTHER PERMITS z A. Water Meter — Deduct ($25) ,— z B. Flood Control Zone ($50) / re 2 C. Water Meter — Permanent* �--- 6 t D. Water Meter — Water only* / U O E. Water Meter — Temporary* / CD w * Refer to the Water Meter Fees in Bulletin 1 H T otal A through E $ /R (9) u) w w 2 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ � u. B. Allentown Sewer (Ordinance 1777) $ = a C. Ryan Hill Water (Ordinance 1777) $ Z H D. Special Connection (TMC Title 14) $ / H O E. Duwamish $ w E-- ui F. Storm Drainage Mitigation $ G. Other Fees $ v co Total A through G $ (10) a F- ID ti � �P. 1 . 1 1 o DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ui w ES TOTAL PERMIT ISSUANCE AND INSPECTION FEE h = O 1- z u.'i 4,;C:i.ix.w, :'%141 S, NUV••100 t a i girl r�r+.... �... 11.05 -03 Jihad Keirou MK inc. 13407 51" Ave NE Edmonds, WA Re: Vapor Block Dear Jihad, We have applied Rodda Vapor Block latex primer scaler with a perm rating of less than one to the following louses at Cascade Glax Lot # 6, Lot # 8, Lot # 17, Lot # 2, Got # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. Marcus Eldred Ad MARCUS DRYWALL. INC 2701 NEWBERG ROAD SNOHOMISH. WA 90290 PH. 425- 336 -4253 FAX 425-334 -1114 _ /S/ La 1 " fo 84 04/30/2003 05:01 4257460860 preoct s v.neai Contractor Graadiing Contractor t9 39Vd Earth Cxxisuttants Inc ometl,near s,tr..0 ezplagen • e.vt+ennts+or seenday m owtesen Tenors/ a wee ivAsbea ubpecson Nnteee 1109 1360 Plats N. E„ Sulors 201 • Rellevue. WA oaoob Bellevue ram) 843. 760 • Tan Free (Na) 739.6670 FAX (aaa) 748.860 DAILY FIELD REPORT Job Loeacon J .d Grading Foreman NOISNHOt'a EARTH CONSULTANTS Plaid Rep. Tina On Ste Travel Time 1 Permit No. Superintendent Job No. Pape Time off Site Otte Miles Weather Hrs. Charged Manors CI Received Um-41001(W By By PAGE 02 Report Na, Day of Week Are approved Plans/Permits on -site E Yes ❑ No Project No. Permit No. If No, contact the building department or explain below; _ . i • • .- _ if sr,- 3ar:r' - • .a - o_i -_ 1r - tom - a.u. t..1 J � •.af _ -_ i . -4 _ • I.r .1. •. • � • f - �-• •...r.. Amor • .a.. . � L. it••. - -s.:: - ...:.. if `•) •4 - �eou?' Gruvd #* A ■■a.- ■ • - L - An1 41 a kg de, POT R eD - - 4.Li t ;l 4 - t L . fN O/n r oc Pa! Sk • AP./ o R jA' 64s n RG- )� ` f J -' 40410 ' / .� /i &rik a/1 J ^ IK.� 200 O I 4 O y✓ r 10011 p 4. 3 A. k. drJ', k re P M A'-s A'a :1 n ✓mot. �✓ Aar ,Qoc. I ,• pide4 .4.• 44. L°r.4.,srg' wore,. eaA.7 4d1G't g 4e . ' 4 s/ C. fhe."...erer! !_ 4e Cor!4r14.44AP [COPY TO: CONTINUED ON NEXT PAGE ❑ ZbLSES C 80 :b6 666t/0E/86 z ~w 00 0 W • I W 0 2 � c = W H = z1.- w 2 Lu 0 O - O 1- W LL W U= 0 08/03/2003 23:05 4257460860 General Contractor Grading Contractor Project No. Earth Consultants, Inc Ocvnedir Ic l Din cm Geolota s A b l%lromttnti l &1rnn .q 03)scot aloe Testing k MD W'Aso rrixeCdoll 9m1cC 1805 138th Place N, E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643-3780 • Toll Free (B88) 739-6670 FAX (425) 746 -0860 7 AILY FIELD REPORT Job Location �/Cw Project Nr Itbi /( Are approved Plans/Permits on -site ❑ Yes ❑ No Permit No. EARTH CONSULTANTS /. Field Rep. A J Time On Site 7; Travel Time Permit No. Job No. Time Off Site 1 041 Miles Hrs. Charged z Client/Owner Received Unchecked By Gene I Contractor's Superint . ndent Grading Foremen Checked By If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ 1 4k1kSr.S t4 a'„ t Page 1_i ) Date 07. 5s o 3 a85:N'Y9h Weather vi ns lfo f' Date PAGE 03 Report No. Day of Week rhurG'S ' � ___.,.A gilia Er t4-4 5 OPT ..5/ fk" 77) v c?ZL4r f t)r%lid - 2 , ' A L Gr / A . _____ j7- sc & r Feiv 12 e. ,i/z6• 1.. I /i1J`/Gt‘ j6�/YlK o ao - VIa 5 ..1 - - i 47?edi �i1 ,_:itA_ eV , _ • ../.4., YAW I•a► r cvkl,iv -a or? -S , er)-.,i "thAffainiinieMiffiairEiMir 1/ 4 "i.e ' ' . '46 - s . .ire. r ter► ..: - ,r r," /�, Z 6, _? viD A. 0 j . iii i e Li ((al 44"' W .r ?iv . i>L7___ - `I'' 08/03/2003 23:05 4257460860 General Contractor Grading Contractor Project No. Earth Consultants, Inc Ocvnedir Ic l Din cm Geolota s A b l%lromttnti l &1rnn .q 03)scot aloe Testing k MD W'Aso rrixeCdoll 9m1cC 1805 138th Place N, E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643-3780 • Toll Free (B88) 739-6670 FAX (425) 746 -0860 7 AILY FIELD REPORT Job Location �/Cw Project Nr Itbi /( Are approved Plans/Permits on -site ❑ Yes ❑ No Permit No. EARTH CONSULTANTS /. Field Rep. A J Time On Site 7; Travel Time Permit No. Job No. Time Off Site 1 041 Miles Hrs. Charged z Client/Owner Received Unchecked By Gene I Contractor's Superint . ndent Grading Foremen Checked By If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ 1 4k1kSr.S t4 a'„ t Page 1_i ) Date 07. 5s o 3 a85:N'Y9h Weather vi ns lfo f' Date PAGE 03 Report No. Day of Week rhurG'S 07/28/2003 21:34 4257460860 Earth consultants, Inc (k'e4 Trd ,l Enenara CorAnilcin A 13 AL• 1 MW Sciend CALclnla 1 TL∎Sil ♦ MOO / WABD IngtX0Y � 1 4lNCQ 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 843.3780 • Toll Free (88e) 736-6670 FAX (425) 746 -0860 AILY FIELD REPORT EARTH CONSULTANTS PAGE 03 Grading Contractor Grading Foreman Field Rep. Job No. Page f Report No. 'Ld. vii ,Elol"Hb 1 i Time On Site Time Off Site Data Day of Week /.= 30 t MZII 67, Zd d 3 rI ,es Travel Time Miles Weather 1. 5 £IMe 1l1of PermN No. Hrs. Charged Visitors _z Client/Owner Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No, Permit No. If No, contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE ❑ J - v ; . .S ,_ 1 Gori e 2 - L27`./ 6 .P1Ye-ta' • - le, _,5,01 /- l • i • T ; " J , e - 66 -.S . w .. ^►a - ._ ? ` „ r . -L let,, Ivl (1G - 12 L •! . :.,ir _.:,. El I Al., 3 Lvi G - �'1 4 . ', r-rep L'Z-r5 TS 44'2c ✓ i'or7 -S A ; A S,st ' a)-t . • v .. ArmAr er £ 1/ o �^ G / li'[. — .. ih. L_te . - ..i/.// • .. / �/ ' !�6 Zc 0' e J U i. e. 4litt.i Ei lr t i< LA iw 07/28/2003 21:34 4257460860 Earth consultants, Inc (k'e4 Trd ,l Enenara CorAnilcin A 13 AL• 1 MW Sciend CALclnla 1 TL∎Sil ♦ MOO / WABD IngtX0Y � 1 4lNCQ 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 843.3780 • Toll Free (88e) 736-6670 FAX (425) 746 -0860 AILY FIELD REPORT EARTH CONSULTANTS PAGE 03 Grading Contractor Grading Foreman Field Rep. Job No. Page f Report No. 'Ld. vii ,Elol"Hb 1 i Time On Site Time Off Site Data Day of Week /.= 30 t MZII 67, Zd d 3 rI ,es Travel Time Miles Weather 1. 5 £IMe 1l1of PermN No. Hrs. Charged Visitors _z Client/Owner Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No, Permit No. If No, contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE ❑ J 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 1422600180 13255 40 AV S TUKW CASCADE GLEN - LOT 18 R03 -00854 SKS 1165 CREAMCATCHER HOMES LLC TRANSACTION LIST: Type Method Payment Check 2230 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,683.05 Current Pmts 1,598.55 37.00 43.00 4.50 Total: 1,683.05 D03 -184 APPROVED 06/11/2003 1,683.05 07/17/2003 02:13 PM $0.00 Printed: 07 -17 -2003 c44 cra NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Check Seismic: v = 0.1964 w (all plywood shearwalls) ; max V seismic WOAup =( 1406 sf /rf + 1028 sf/ wl + 0 sf / flr )x 10 psf = 24340 lbs : V in strength value lbs. (for rho calc.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 112 sf /rf + 352 sf /rf + 640 sf /rf + 302 sf /rf + 451 sf /rf + 586 sf /rf + 309 sf /rf + 60 sf /rf + 100 sf/ wl + 172 sf/ wl + 488 sf/ wl + 268 sf/ wl + 304 sf/ wl + 384 sf/ WI + 260 sf/ wl + 80 sf/ wl + 0 sf / flr )x 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 0 sf / fir )x 0 sf / flr )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 2120 lbs : 5240 lbs : 11280 lbs : 5700 lbs : 7550 lbs : 9700 lbs : 5690 lbs : 1400 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 416 lbs. : 1029 lbs. : 2215 lbs. : 1119 lbs. : 1483 lbs. : 1905 lbs. : 1118 lbs. : 275 lbs. : 30 plf 103 plf 85 plf 33 plf 84 plf 136 plf 203 plf 46 plf WOAmain= 2014 sf /rf + 3240 sf/ wl + 1060 sf / flr )x 10 psf = 63140 lbs : V in total strength value lbs. W a y -y =( W b y -y =( W y -y =( W d y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( i 229 sf hi + 494 sf /rf + 736 sf /rf + 555 sf /rf + 506 sf /rf + 698 sf /rf + 564 sf /rf + 246 sf /rf + 375 sf/ wl + 640 sf/ wl + 1388 sf/ wl + 837 sf/ wl + 888 sf/ wl + 1168 sf/ wl + 808 sf/ wl + 376 sf/ wl + 84 sf / flr )x 192 sf / fir )x 568 sf / flr )x 216 sf / flr )x 348 sf / flr )x 460 sf / flr )x 216 sf / flr )x 36 sf / flr )x 10 psf = .10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 6880 lbs : 13260 lbs : 26920 lbs : 16080 lbs : 17420 lbs : 23260 lbs : 15880 lbs : 6580 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1351 lbs. : 2604 lbs. : 5287 lbs. : 3158 lbs.: 3421 lbs. : 4568 lbs. : 3119 lbs. : 1292 lbs.: 48 plf 158 plf 264 plf 96 plf 214 plf 326 plf 520 plf 344 plf ARCHITECTS EJ NORTHWEST Lateral Analysis: 1997 UBC P: Max Ht - upper= 28.0' @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' @ Ridge; Use P = 14.28 ave psf See sht 4 for Criteria. See sht 5 for Shearwall Schedule P: Max Ht -main = 15.0' :Use P= 13.22 ave psf Compute Wind Load x -x, y -y: a y b y c y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = a y -y = b y -y = c y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = upper= upper= upper= upper= upper= upper= upper= upper= main= main= main= main= main= main= main= main= 6.50 ft w x 14.00 ft w x 18.00 ft w x 6.00 ft w x 9.00 ft w x 14.00 ft w x 10.00 ft w x 4.00 ft w x 6.00 ft w x 14.00 ft w x 18.00 ft w x 10.00 ft w x 8.00 ft w x 13.00 ft w x 11.00 ft w x 6.00 ft w x 9.50 ft h= 9.50 ft h= 12.50 ft h= 9.00 ft h= 8.50 ft h= 12.00 ft h= 8.50 ft h= 7.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 61.75 sf x 133.00 sf x 225.00 sf x 54.00 sf x 76.50 sf x 168.00 sf x 85.00 sf x 28.00 sf x 54.00 sf x 126.00 sf x 162.00 sf x 90.00 sf x 72.00 sf x 117.00 sf x 99.00 sf x 54.00 sf x BUILDERS COPY JUL 16 2003 AS No TED 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 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 = I Plan : Lateral Analysis: Date: 9/15/99 948 lbs 2042 lbs 34.54 lbs 829 lbs 1174 lbs 2579 lbs 1305 lbs 430 lbs 1662 lbs 3707 lbs 5595 lbs 2019 lbs 2126 lbs 4126 lbs 2614 lbs 1144 lbs Total Wind Loads TWL y -y upper = 7272 lbs TWL x -x upper = 5488 lbs TWL y -y main = 12983 lbs TWL x -x main = 10009 lbs OODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 14.00 16.00 14.00 tI If shear wall 10.00 tl If shear wall 26.00 tl If shear wall 34.00 tI If shear wall 17.66 tl If shear wall 14.00 tl If shear wall 5.50 tl If shear wall 6.00 tl If shear wall tl sw y -y 84.00 tl sw x -x 43.16 4.00 6.00 20.00 10.00 16.00 5.50 34.00 4.33 4.33 13.33 14.00 8.00 6.00 3.00 5.50 1.88 3.00 3.00 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 12.00 16.00 28.00 tl If shear wall tl sw y -y 16.50 tl If shear wall 97.50 20.00 tl If shear wall 33.00 tI If shear wall 16.00 tl If shear wall tl sw x -x 14.00 tI If shear wall 39.76 6.00 tI If shear wall 3.76 tl If shear wall 8.50 8.00 20.00 5.50 27.50 4.33 5.67 6.00 14.00 3.00 3.00 1.88 1.88 'ARCHITECTS NORTHWEST ,Corgpute•sim of Shear- Resisting Walls & Compute V x -x, V y -y unnnr Mn • , Compute V x -x max. and V y -y max. location upper floor: a y -y = b y -y = cy -y d y -y = 1 x -x = 2 x -x = 3 x-x = 4 x -x = main floor: a y -y = b y-y = c y -y = d y -y = 1 x -x = 2 x -x = 3 x-x = 4 x-x = 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 = V wind Redundancy Factor Check: 948 lbs 297 lbs 948 #'s /I = 68 plf wind Use SW #: P1- 6(198p1f) 2042 lbs 735 lbs 2042 #'s /I = 204 plf wind Use SW #: P1.4(304p1f) 3454 lbs 1582 lbs 3454 #'s /I = 133 plf wind Use SW #: P1- 6(198plf) 829 lbs 800 lbs 829 #'s /I = 24 plf wind Use SW #: P1- 6(198p1f) 1174 lbs 1059 lbs 1174 #'s /I = 66 plf wind Use SW #: P1- 6(198plf) 2579 lbs 1361 lbs 2579 #'s /I = 184 plf wind Use SW #: P1- 6(198p1f) 1305 lbs 798 lbs 1305 #'s /I = 237 plf wind Use SW #: P1- 4(304p1f) 430 lbs 196 lbs 430 #'s /l = 72 plf wind Use SW #: P1- 6(198p1f) 1662 lbs 965 lbs 1662 #'s /I = 59 plf wind Use SW #: P1- 6(198p1f) 3707 lbs 1860 lbs 3707 #'s /I = 225 plf wind Use SW #: P1.4(304p1f) 5595 lbs 3776 lbs 5595 #'s /I = 280 plf wind Use SW #: P1- 4(304p1f) 2019 lbs 2256 lbs 2256 #'s /1= 68 plf seismic Use SW #: P1- 6(198plf) 2126 lbs 2444 lbs 2444 #'s /I = 153 plf seismic Use SW #: P1- 6(198p1f) 4126 lbs 3263 lbs 4126 #'s /I = 295 plf wind Use SW #: P1-4(304p1f) 2614 lbs 2228 lbs 2614 #'s/I = 436 plf wind Use SW #: P1- 2(516plf) 1144 lbs 923 lbs 1144 #'s /I = 304 plf wind Use SW #: P1- 3(389p1f) 84.00 If x 43.16 If x 97.50 If x 39.76 if x Vseismic /1.4 198 plf + 198 plf + Date: 9/15/99 Plan : 2130k 4 198 plf + 0.00 If x 350 plf + 0.00 If x V max #'s / length plf governing force 0.00 If x 198 plf = 0.00 If x 198 plf = 16632 lbs > 7272 8546 lbs > 5488 198 plf = 19305 lbs > 12983 198 plf = 13916 lbs > 10009 page Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1265 sq ft Resulting Vmax = 697.32 Since 697p1f > full seismic 520p1f at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof Diaphragm: b y -y: 2042# / 140plf max = Use 15ft of continuous top plate to truss. Roof Diaphragm: c y -y: 3454# / 140plf max = Use 25ft of sheathed truss to deck above SW. Use continuous solid blocking top plate to truss. Roof diaphragm: 2 x -x: 2579# / 140plf = Use 19ft of SW to deck between trusses per detail #5. Roof diaphrag 3 x -x: 1305# / 12ft of top plate = 109plf < 140plf OK General: Use -6 sheathing at all gable ends and gable end trusses, continuous with wall below. Upper floor Diaphragm: b y -y: (3707# - 2042#) / 16.5ft of SW = 101 plf < 140plf. OK w/ standard details. Upper floor Diaphragm: c y -y: (5595# - 3454#) / 20ft of top plate = 157p1f < 177p1f. OK Upper floor Diaphragm: 2 x -x: (4126# - 2579#) / 14ft of SW top plate = 111 plf < 177p1f. OK Upper floor diaphragm: 3 x -x: (2614# - 1305#) / 8ft of top plate = 164pIf < 177plf . OK Use detail # 17 underneath. 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = F.O.S. = F.O.S. = 2.29:1, OK. 1.56: OK. 1.49: OK. 1.39:1, OK. 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 PHONE: (425) 485 -4900 FAX: (425) 487 -6585 ARCHITEGTS,NORTHWEST Date: 9/15/99 Plan : 2130/1 page 3 of 11 Check Overturning for Holdown Selection Uplift = ((ht x plf x width) - (2/3 D.L.x 1t1. ...dth)] /width Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. • lication width V plf ht. M / width DL /If Uplift Holdowns selected upper floor: a y -y = 14.00 b y -y = 4.00 6.00 c y -y = 10.00 16.00 d y -y = 34.00 1 X -X = 2 x -x = 3 x -x = 4 x -x = 68 plf x 204 plf x 204 plf x 133 plf x 133 plf x 24 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. _ 4.33 66 plf x 8.083 ft. h. = 537 lbs - 13.33 66 plf x 8.083 ft. h. = 537 lbs - 8.00 184 plf x 8.083 ft. h. = 1489 lbs - 6.00 184 plf x 8.083 ft. h. = 1489 lbs - 5.50 237 plf x 8.083 ft. h. = 1918 lbs - 3.00 72 plf x 8.083 ft. h. = 579 lbs - 3.00 72 plf x 8.083 ft. h. = 579 lbs - 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 547 lbs - 1650 lbs - 1650 lbs - 1074 lbs - 1074 lbs - 197 lbs - 80 lbs = 178 lbs. Use : scheduled nailing 80 lbs = 1545 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 80 lbs = 1492 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 80 lbs = 810 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 651 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = -701 lbs. Use : scheduled nailing 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 423 lbs. 186 lbs. 1278 lbs. 1330 lbs. 1772 lbs. 500 lbs. 500 lbs. Use : Use : Use : Use : Use : Use : Use : scheduled nailing scheduled nailing CS16 strap -361 w/(18)10d nails CS16 strap -36 "I w/(18)10d nails CS16 U- strap -46 "I w/(28)10d nails scheduled nailing scheduled nailing main floor: a y -y = 12.00 59 plf x 8.083 ft. h. = 480 lbs - 160 lbs = -154 lbs. Use : 5/8" AB w /in 12" of panel edge 16.00 59 plf x 9.083 ft. h. = 539 lbs - 90 lbs = 64 lbs. Use : 5/8" AB w /in 12" of panel edge b y -y = 6.00 225 plf x 8.083 ft. h. = 1816 lbs - 160 lbs = 1499 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 8.00 225 plf x 9.083 ft. h. = 2041 lbs - 90 lbs = 1803 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge c y -y = 20.00 280 plf x 8.083 ft. h. = 2261 lbs - . 160 lbs = 1205 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 VT edge d y -y= 5.50 68 plf x 9.000 ft. h. = 615 lbs - 90 lbs = 452 lbs. Use : 5/8" AB w /in 12" of panel edge 27.50 68 plf x 9.000 ft. h. = 615 lbs - 90 lbs = -202 lbs. Use : 5/8" AB w /in 12" of panel edge 1 x -x = 4.33 153 plf x 8.083 ft. h. = 1235 lbs - 90 lbs = 1106 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 5.67 153 plf x 8.083 ft. h. = 1235 lbs - 160 lbs = 935 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 6.00 153 plf x 8.083 ft. h. = 1235 lbs - 160 lbs = 918 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2 x -x = 14.00 295 plf x 8.083 ft. h. = 2382 lbs - 240 lbs = 1273 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 3 x -x = 3.00 436 plf x 8.083 ft. h. = 3521 lbs - 80 lbs = 3442 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 3.00 436 plf x 8.083 ft. h. = 3521 lbs - 80 lbs = 3442 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 4 x -x = 1.88 304 plf x 6.500 ft. h. = 1977 lbs - 65 lbs = 1937 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di 1.88 304 plf x 6.500 ft. h. = 1977 lbs - 65 lbs = 1937 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di Notice: Concrete curb raised to achieve 3.5 to 1.0 slenderness ratio. Holdown and Shearwall Summary Use ( 4 ) STHD14RJ w/ (38) 16d sinkers, 1 1 /2" edge dist. Use ( 13 ) STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 5 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 9 ) CS16 strap -36 "I w/(18)10d nails Use ( 6 ) CS16 strap -46 "I w/ (28)10d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 . ...,�.�a_..:<t>1.�.�:ti:Y. vi' i,,..... i. u.,: �i` i:.: u:;.,.. is:. 9r. isus+ �:!=, ui. �r�';: i:..: i:' i. i::.;:. i:.:. �; i,'f�.'t:1,'.i:�::Kvt- .•Fraw.d. ARCHITETS NORTHWEST Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: P= CexCgxQsxlw Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B c < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site% Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better; HF #3 studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- 7/16" OSB w/ 8d @ 6" oc at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5 /8 ",dia x 10 "L © 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: [425) 485 -4900 JOS 'J 0 94n'D A l �L CALCULATED BY DATE Exposure B 80mph SHEET NO. 4 OF /1 i W00DINVILLE, WA 98072 FAX: (425) 487 -658E SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -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 / 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 panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "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. ARCH ITEflTS NORTHWEST updated 7/30/98 STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (12) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (16) 16d nails, 1 1/7' edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB wlin 17' of panel edge CS16 strap -36 "l w/(18)10d nails CS16 strap -46"I w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts 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 F.A. w/ (12) 8d nails 18915-142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 JOB ¶(„A[ 2 133 A l Z CALCULATED BY DATE HOLDOWN SCHEDULE 9 i S 1 C 2 SHEET NO. S OF I I # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#@6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#@6 "c. hem -fir table 4430# 4220# • hem -fir table 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# 6150# 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 W00DINVILLE, WA 98072 FAX: (425) 487 -6585 e ARCHITEL:TS NORTHWEST 0 1 6915-142nd AVE. N.E. / SUITE 100 PHONE: (206) 485 -4900 4 .0 JOB 1' L./at J 21 A /2 CALCULATED BY W00DINVILLE, WA 98072 FAX: (206) 487.6525 Y'Sh V4410 , .wu.:J.W..ryc' �µ UL:144A.03,4 t �9M q.14.44 l 1 ARCHITECTS NORTHWEST _A1_4 3 � C w 0 0 i 18915-142nd AVE. N.E. / SUITE 100 PHONE: 425 485 -4900 loft II JOB 'N.s ( 2.1?, CALCULATED BY U f Pea 9/15 1?V DATE Id woo SHEET NO. S.3 V 1 OF f' I � lopr,„ • 0 6 111!W I� I� 0. mst tr �I L ba is (2) Gsi to, (c. d - cp,). w(2,0 I' IF° W00DINVILLE, WA 98072 FAX: (425) 487 -6585 z �_- z QQ 2 J U 00 WI - H CO Cl- w = w z� z� w w U � O N o E- W - r. w - z LU o I z dinin AaTtEs- ecW 71ia L �" - ' "'` 7 -- :1mo" • C, a ARCH ITELTS NORTHWEST e l �81 1 0le. > v-i (i.h) 1 �� i II SJ 18915 • 142nd AVE. N.E. / SUITE 100 PHONE: (206) 425 -4900 Joe ?LAN al? P+)d,- CALCULATED 6 r fJ DATE q! I 51 ?.J S� •• S I, V. a SHEET NO („ J 2.)57?4ol W00DINVILLE WA 98072 FAX: (206) 4E7 -6585 z w Ce 6 00 co 0 • LU W H • LL w LL c Z I— W Z = 1— 0 LU U ❑ O N ❑ I— Ww 2 LL Z w U = 0 ARCHITE6:TS NORTHWEST >c - f ■•■=4. JOB <P LAN1 CALCULATED BY r0 P DAM c? /IS 19/ SHEET NO e , OF /1 14f 5)S 4 6 Cr • UP` 18915-142nd AVE. N.E. / SUITE 100 425 485-4900 WOODINVILLE, WA 98072 FAX: (425) 487-6585 "OIL z I 1— z re W 6 = -J (.) 0 cl • tu W I Q LL Lu 0 g < co I w z I- z 11.1 uj • 0 o ▪ ( 12 i- W u j • 0 - r U- S uJ z w 0 o 1- z • ARCH 1TELTS NORTHWEST lib .4._ H-Y Q Vy1A 1 N v re.; � - 0 .Z %yje 18915 - 142nd AVE. N.E. i SUITE 100 JOB CALCULATED BY DATE 'o-r - 4 J1:w /2.s AA L- ,4{LeA. SHEET NO. `� OF I -5)241.1i hn�•�, -r r► !milt+. lame. a moot: wiatar r7 te r- _ -, - ..., , ■,11 ill _ 1 ilk mo w._ =.• mo w .. \_�_ - vu ,, g ∎ ii"7t1 t. 1IIW i, K' 1i!' !. 1 MU ''' AMPilnuiausli... : _ ...7 .1. 91MBIldlIMIIIL ill-47W' tit f.-= t '' ;� -- �! � :,1� �.` �_ ■. i , i ur `� i. L ° 4 I I_ •,.... rviu °NWO W00DINVILLE, WA 98072 FAX: (425) 487.6585 Ya4+ tr l nrrt as+c movl. W?Gi�t ARCHITE :TS CALCULATED BY NORTHWEST DATE ir 159 Ibd•6 " O.G. SHE. AR WALL PER PLAN LATER AL DETAIL II LATERAL DETAIL 4 18915 - 142nd AVE. N.E. / SUITE 100 DETAIL A DETAIL A 51M. NOT TO .ANL.B TYPICAL ROOF • DIAPHRAGM ROOF FRAMING MEMS- =R5 FUR PLAN 2x6 SOLID 3LOCKING •48' (3) Ibd TO ELOGKIN6 EACH END T"P. NOT TO ,AL! Job 'P LA O 1.1 A f n.- DOL L L: JO!ST ;LATERAL DETAIL. I O SHEET NO. it CF 11 LATERAL I7 ETA L L 17 2 a NOT TO SGAL= L 2x 5LOID 3LOGKIN6 o 5i-EAR WALL (3) Ibd JOIST . VIAPf A_,M NOT TO W00DINVILLE, WA 98072 FAX: (425) 487 -658E Z } X - Z w i 0 0 0 N 0 J H w u-Q W 0 I I-.w Z I- 0 Z I- w • w D 0 o E n - CI I- ww 0 L I Z d i U= O ~ Z TYPICAL END CONDITIONS � MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72 w/ (56) 1 4 1 16d 16d 16d 16d nails nails nails IB i nails 51'^'. showing Clear Span Floor- Tie a • 1850# 2945# 4415# 5160# � • Ltb0n LENGTH SIMILAR ILAR SIMILAR \ I e Typical Rim Joist • • .. 11 h•MIN. t: • ' _CORNER STHD14RJ Installation NAILED PORTION FROM ( i RE B AR \L EN D l e • Typical CS Installation asa Floor -to- Floor Tie end distance Equal number specified eacn in eacn CSI6 strap -36 "I w/(18)10d CS16 strap -46"I w/ I I ' Provide n. mn1 . of end nails (28)10d �: L • • I I END LE NGTH ILE EAR G ppN SPA END LOG nails nails . 1 i 1353# 1650# G.N •� • . Typical HD5A Holdown Installation with \ SSTB anchor bolt. Washers Washers are not required at the base. HD10A w/7/8" SSTB28 HD8A w/ 7/8 "'SSTB28 HD5A w/ SSTB20 AB - ` y J ?., 7/8" bolts 7/8" bolts bolts �30• M I L N E . N R G ®AR Corner , `� •i: . Typical with „, 11. °° ° • • ° • e • °° ° • • ° • ° ° • e ° ° ° ° ". �;" ^ ; ; , / . ✓ � Installation 3 -2x ONE I4 REBAR IN SHEAR CONE 12• MIN. REBAR LENGTH ' ' I : . . . .., . — STHD studs We 1T ; ; \ \fi ;' A.B.w/ (4) A.B. w/ (3) w/ (2) 5/8" SIM PSON STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist.. 4430# ©8 "c. 4220#@6 "c. STHD14 w/ (38) 16d sinkers, 1 1/Z' edge dist. 4430# 4220# 1 i StrongTe' CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. .ARCHITEL TS JOB ? L t3 2 OA 12. CALCULATED BY NDRT1-IVIEST DATE 1. SHEET NO. 1 ) OF ' ( 18915-142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 W00DINVILLE, WA 98072 FAX: (425) 487 -6585 PERMIT COORO 1Ce/c ° w� C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -184 PROJECT NAME: CASCADE GLEN - LOT 18 SITE ADDRESS: 13255 40 AV S DATE: 06 -11 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui i g D ivision ® Fire Prevention [A■ Planning Division [� Pub orks v i Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -12 -03 Complete Documents /routing slIp.doc 2 -28 -02 Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY 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 ROUTING: Please Route [Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -10 -03 APPROVALS OR CORRECTIONS: Approved Approved with Conditions � ] Not Approved (attach comments) ❑ PP ❑ PP Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REGISTERED AS PROVIDED BY LAW ASS CONST CONT GENERAL REGIST. # .EXP. DATE CCO1 JAKDE00023NS 09 /04/2004 EFFECTIVE DATE 08/10/1998 J A K DEV & CONST CORP . 13407 51ST AVE W EDMONDS WA 98026 Signature t _ Issued by DEPARTMENT OF LABOR AND INDUSTRIES FAN TESTED GFM • 0.25" Kb. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 30 4 INCH _ 25'-O" 4 INCM 10' -0" 3 50 5 INCH 90' -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" 3 60 5 INCH 13' -0" 5 INCH 100' -O" 3 60 6 INCH 90 6 INCH NO LIMIT 3 100 5 INCH 2 WA 5 INCH 5O' -0" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 123 6 INCH 13 6 INCH NO LIMIT 5 125 7 INCH 10 1 INCH NO LIMIT 3 RE )1RF:7 FLOW (CFM) PER TABLE 3-2 MINIMUM SMOOTH DUCT DIAL MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH 1 MAXIMUM NUMBER OF ELBOWS z 30-84 6 INCH Y INCH 20'-O" 3 80-123 - 1 INCH 6 INCH 20'-0" 5 115- 1 /5 8 INCH 10 INCH 20'-0" s 110 -240 9 INCH I I INCH 20'-O" $ OPTION 2 I SLAZS U- PAGTCR *I POOR U-PA4TOR 2 ee1LN. 9 YM.L,fea c . t* 12 pt'44 MOVE GRADE * * S MOOR * VERTICAL II OVE NIM.Afl I. 12% 035 0.58 0.20 R-38 R-30 R -I5 R -I5 R -IO R-50 R -IO II. 15% 0.40 058 020 R-36 R-30 R -2I R -21 R -IO R-30 R -IO III. umumnis> OG LIPANOY ear 0.40 056 0.20 R-58 R-30 R -2I R -21 R -IO R-30 R -IO GENERAL ALL iteaulRelAINTS of THE I UNIIrOIRN'1 WILLOW* CODE, A1"1. APPLICABLE COM AND AUTHORITIES HAVING .LRISDIGTION SHALL OE FOLLOWED. GONSITRUOTION Tyres VN sel*MIG ZONES S OCCUPANCY GROUP' R-S WINO O SPEEDi bO PPHH PIPE ZONE' EPPOWIRE CATElSOlRY. d CONTRACTOR SHALL VERJPf AU. NOTES, DIMENSIONS AND CONDITIONS PRIOR TO COMMOTION CONTRACTOR SHALL PROVIDE TEMPORARY NIACIN* AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE EWEN MADE. IT IS THE TORS RESPONSIBILITY TO IDENTITY ALL DISCNEPANGI!':• TO THE ARCHITECT AT THE TIME THEY ARO NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED D ORAY41N00. S ITE WORK 6NAL UNLESS A SOIL'S INVESTIGATION REPORT BY A LICENSED SOILS EN*INEtR IS PROVIDED, THE POUNDATION DEPI•N IS BASED UPON AN ASSUMED AVERAGE SOIL MARINO CAPACITY OF 2000 POP. EXTERIOR POOTIN .S SHALL BEAR 1'-6" MINIMUM BELOW FINISHED SRAM. ALL POOTINOS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORm ANIG SURFACE SOILS. AU. BACK FILL MATERIAL SHAL.L. BE THOROUSHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATHS OP COLUMNS. CONCRETE MN_ dl CLASS AND USE A. FOOTINGS B. SLABS ON 6RAADE I. AIR ENTRAINING AGENT ( ► TO 6%) TO P! USED IN ALL CONCRETE PLAT WORK EXPOSED TO WEATHER. 2. POSSOLITHH 500 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. '',f. MIX MAY BE VENOM IN ACCORDANCE WITH THE PROVISIONS OP THE UNIFORM BUILDING COPE. 4. VWATER TO cameo* RATIO PER UNIFORM BULDIN& CODE. . _I_NFOR.GIN2 5 ASTM MIS GRADE 40, REIPORGIN& STEEL. DETAILS SHALL BE PREPARED BY AN E)0° APPROVED RETAILER AND CONFORM TO STANDARD PRACTISE OUTLINED IN AGI REPORT 515. 9" I -I/2" I -I/2' 9/4" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. CONCRETE EXPOSED TO EARTH OR WEATHER. BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR HEATHER. SLABS AND HALLS NOT EXPOSED TO EARTH OR WEATHER. CARPENTRY FCC 2300 2500 6ENP " dl AU.. FRAMING SHALL COMPLY WITH THE UNIFORM SULTANS GOD CHAPTER 2S. AU. WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6' MINIMUM CLEARANCE BETWEEN MOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 16' MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. STUDS HEM -FIR 05 STUD GRADE JOISTS 4 RAFTERS HEM -FIR *2 (2x10) HEM -FIR M2 (2x12) BEAMS, HEADERS, LINITEL..S 4 GIRDERS 4" NOMINAL POU6 -FIR M2 6" NIO■IINAL DOUv -FIR MI GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24P -V4) STRUCTURAL COMPOSITE TIC LAMINATE VENEER LUMBER PARALLEL STRAND UJM''BER LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION 9 -4 9 -4 P 15 15 15 15 95 85 165 2,400 1,600 000 285 290 15 PSF DEAD LOAD + 10 PSF DEAD LOAD + 5 PSI" DEAD LOAD + 5 PSF DEAD LOAD + MINIMUM SACKS / G.Y. 3-1/2 25 PSF LIVE LOAD 40 MP LIVE LOAD 10 PSP LIVE LOAD 60 psis LIVE LOAD T OP TRUSSES MAU. OE DESIONED FOR UNIFORM LOAM. AO FOLLOWS' 91 PIP OP TRIBUTARY WIDTH BOTTOM CHORD 5 PIP OP IRIOUTARY WMDTH TILE WOOF 45 PIP TOP CHORD 5 PIP BOTTOM CHORD F 500 615 1,015 980 460 1,550 2,600 2,900 E 1,200,000 12O0,Or✓>0 I t' 00,OOO 1,300,000 ',000 Ib00P00 1,60040► 1,900,000 2,000 000 a 40 PSF • 50 PSF • 15 PSF ■ 65 PST* • 1PSF IO PSF WOOD BEARING ON OR INSTALLED WITHIN I" OP MASONRY OR CONCRETE TO BE TREATED 1 AN APPROVED PRESERVATIVE. SOLID BLOCKING OP NOT LESS THAN 2x THICKNESS SHALL E PROVIDED AT ENDS AND AT ALL WPPORT OF JOISTS AND RAFTERS. 'TYPICAL SILL ANCHOR BOLT'S TO 5/6" DIAMETER WITH 2'x2 "x9/16' PLATE HASHERS • 4'-0" ON CENTER UNLESS NOTED OTHERWISE. 1" MINIMUM EMOEDM154T. ALL METAL FRAMING ANCHORS AND HAMPERS SHOWN ON DRAWIN OS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMP'SON COMPANY OR APPROVED Eit•JAAL.. • 'LYY'4OOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE I/2" GDX, LWL!SS NOTED OTHERWISE. MINIMUM NAILING SHALL BE bd • 6" O.G. AT PP'AANEL WOES AND 12" 0.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SFEATHIN6 SHALL BE 5/4" CDX TOUSLE 4 GROOVE UNLESS NOTED OTHERWISE. MININIJMI NAILING SHALL BE IOd • 6" 0.G. • PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STA&6ER ALL PANEL. WOES AT ROOF AND FLOOR SHEATHHI146. ORIENTED STRAND BOARD (0 S.9) SHEAATH41N 6 PRODUCTS OF EQUIVALENT SPAN RAT1N65 SHALL 8E ALLOYED. GEESE LAMINATE TIMM:RS ALL 6LUE LAMINA'T'ED TIMBERS SHALL BE DOUG--PIR LARCH, FABRICATED TO THE REQUIREMENTS Or THE US PRODUCT STANDARD PS 56. LUMBER SHALL. BE OF SUCH 6R,AADE TO PROVIDE NORMAL. WORKING STRESS VALUES OF, :2,400 PSI IN BENDING, 1,100 P51 IN TENSION, 1000 PSI IN COMPRESSION PARALLEL. TO BRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL 'SMEAR (COMBINATION 24P -V4). GLUE LAMINATED TIMBERS TO BE AITC GERTIPIED. USE WATERPROOF OLLE. HMVFA TUBED TR iSSE5 ALL SHAT- . Be DESIONED BY !!!S►ISTEREP STATE ENGINEER AND rA IAIGATED FROM ONLY TISSUE DESIGNS. TRUSSES SHALL BE STAMPED BY TM ENIiIN EER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TlRLI96 PAABRIGATORS COUNCIL. ALL TRUSS VISIONS MAUL BE SUBMITTED FOR APPROVAL PRIOR TO PAM/CATION. ALL NON BEARD. WALLS OR PARTITIONS SHALL EE HELD AWAY PROM THE MSS BOTTOM CHOMP WITH AN APPROVED PASTME R TO EN45UNE THAT THE 'TRUES BOTTOM CHORD WILL NOT BEAR ON THE N4N.L OR PARTITION APPROVED HANDERS SHALL BE USED AT ALL CONNECTIONS OP RAFTERS, JACK OR HIP MIMES TO MAIN ORDER 11RUSSES. ALL. ROOF TRUSSES SHALL BE PLANED AND TIED INTO THE FRAME WORK AM 9UPPORTINIi MAWS SO AO TO FORM AN INTEGRAL PART OP THE MOLE 911. ROOF TRUISM SHALL HAVE JOINTS /C L. PITTED NV SIML . HAVE ALL TENSION MENDERS ■Q.L. TIONTENED OleropE ANY LOAD IS PLACED UPON THE TRESS. DI ND SW BE USW TO IMAGE ALL MAME i•!REPLACES ALL MASONRY PIREPLACEO MC 014114Nef0 SHALL BE GOI*TRUCTED TO GOMM, TO ALL APPLICABLE PORTIONS OP THE UNIFORM BUILDING 001,7E AND THE UNIFORM MECHANICAL CODE. PLUS LINE* MINIMUM, B /0" PINE CLAY (OM WANUIVALENT) PER MG. FLUE ARIA P ER WC,. GHIMR+RYS SHALL SUPPORT ONLY THEIR OM P I`HT UNLESS SPECIFICALLY DISIONer7 TO SL Po!!T ADDITIONAL LOADS. ALL IPIIMPLAGeb SHALL RE PROVIDED WITH TI•HTLY PITTINN PUB DAMPS** OPCRATED WITH A READILY AGG/11611PLE MANUAL OR APPROVED AUTOMATIC GONIROL, AND AN oUTOIDe SOURCE OP COMBUSTION AIR. MINIIN J14 DUCT SIZE OP 6" SQUARE INC*SI IN AREA PROVIDED WITH READILY AGGlei61SLE PANPER LOCATED IN FRONT PART OP PItR!'OOX. PN 'AORIGA'TED FIREPLACES, CHIMNEY* AND PEL.A►TeD COMPONENT!, TO DEAR U.L. OR I43.0. SEAL OP APPROVAL AND TO Be INSTALLED PER MANJPAGTURE R'P *PEGIPIGATIOIPI*. HEARTHS SHALL. EXTEND 20' MtINJ IN PONT OP AND 12" (MIN.) INE"1'''OND EAGN SIDE OP FIREPLACE OPENIN4►St. FIREPLACES SHALL OE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOOM. INSULATION AND MO ISTURE PROTECTION UNLESS NOTED OTHERYESE, INSULATION SHALL CONFORM TO THE !WASHINGTON STATE DEW COMM INSULATION BAFFLES TO MAINTAIN I -I/2" CLEAR SPACE ABOVE INSULATION. DAPPLES TO EXTEND 6" ABOVE GATT INSULATION. BAFFLES TO EXTEND 12' ABOVE LOOSE PILL INSULATION. INSULATE OEHHIND PA'1 invae, woven. PARTITIONS AND GOMM PAGE STAPLE BATT'S. FRICTION PIT PAGED BTTCS LSE 4 MIL (0.004') POLYETHYUSE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OP ONE (HAAXJ R -I0 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOM AND POOR PRAMS, OPENINGS BETWEEN WALLS AND POE* ATI0NS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, QPENIMkP.srS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOCJRS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE: BUILDING ENVELorE, INCLUDIN6 ACCESS PANELS INTO UNHEATED SPACES, SHALL. BE SEALED, CAULKED, 6ASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN PIKE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A GLOSED POSITION. DOORS BETWEEN RESIDENCE AND 6AARA6E ARE NOT CONSIDERED "FIRE - RATED' AND MUST NET THE DOVE REGVIREMENT. 5. ALL EXTERIOR WINDOWS SHALL BE DEM6NED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDIN6 ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING, TO STANDARD ASTM E 255.19. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH AAIRE FROM TESTIN6 BUT SHALL BE VEATHER- STRIPPED, CAULKED AND MADE TI6HTLY FITTIN6. 4. REGIS BED LI6HHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIP1146 FOR HOT WATER. / STEAM SYSTEMS OP PIPING FOR CONTINUOUSLY UOUSLY GIRCUL.ATIN6 HOT WATER SERVICE IS REWIRED TO BE INSULATED PER THE WL.S.E.G. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-3. VAPOR BARRIO C.O1eER5 AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WERE GEILIN OS ARE APPLIED DIRECTLY TO THE UNDERSIDE OP ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LE.S THAN ONE MAY BE INSTALLED IP THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL L BE PLACED NOT Mk7RE THAN 6•0.C. AND OAAPS BETWEEN THE PACING AND THE FRAMING SHALL NOT EXCEED I/16 ". A &ROUND COYER OP 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE 6 ROIW IN ALL. DRAWN- SPACES. THE &ROUND COVER SHALL BE ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I/500 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATINGS NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 NASHIN6TON STATE ENER¢Y COPE -- TABLE 6 -I PRESCRIPTIVE REQUIREMENTS ca FOR GROUP R OCCUPANCY CLIMATE ZONE 0. NOMINAL R -VALt S ARE FOR WOOD FRAME ASSEMBLIES OILY OR ASSENELIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE YLS.E.G. I. MINIMUM REGSJIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED LESION HAS A 6LAZINHG RATIO TO THE GONL7ITIC.ED FLOOR AREA OF 19%, IT SHALL COMPLY WITH ALL OF THE RS2UIREMENTS OF THE I!!R GLAZING OPTION (OR HHIi5I- ). PROPOSED DEMONS WENCH CANNOT MEET THE SPECIFIC REc MRENENTS OF A LISTED OPTION ABOVE MAY GALGLL.ATE COMPLIANCE BY CHAPTERS 4 OR 5 OP THE W.Sl.G. 2. Rl. JIIlEM'!'NT APPLES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED MUMS. 'APV' DENOTES ADVANCED PIR.AMED CEILING. 9. REGIUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED GEILIN6S. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL or R -IO, OR ON THE INTERIOR TO THE SAME LEVEL. AS WALLS ABOVE &RADE. EXTERIOR IN°lIL.AATION INSTALLED ON BELOW SRAM WALLS SHALL BE A WATER RESISTANT MATERIAL., MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W,S,E.C. B. FLOORS OVER GRAN/. SPACES OR EP POSED TO ,AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PE,RIMETISR INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENPEP, AND INSTAU.ED ACCORDINS TO THE MANUFACTURERS SPECIFICATIONS. SE SECTION 602.4 OP THE 143E.C. '7. NOT USED IN CLIMATE We I. 6. NOT USED IN CLIMATE ZONE I. M. DOORS, INGUVINi ALL FIRE DOOR% SHALL BE A SSIONED► DEFAULT U-PA C.TOR'S PROM TABLE 10 OP THE I16,E.G. 10. Y'I'!RE A MAXIMUM UM ILA IMO AMA IS LISTED, THE TOTAL OLAZIN O AREA (COMBINED VERT1C0 PLUS ) AS A PERCENT OP ORM CONDITIONED FLOOR AREA SHALL LE LEAS THAN OR MAL. TO THAT VALVE. OVERHEAD iLAZIN. NATN LJ PAGTOR OF U•OA0 OR LESS IS NOT INCLUDED IN •LAZIN O AMA LIMITATIONS. II. OVVRHEAD •LAZ11Pii SHIAU. HAVE IPPAGTORIS CETERMINED M AGGORD►A E MATH PPG 100 oilt AS *PDGIPED IN SECTION 50219 OP THE WP4.S.E.C. 12. LOO AND SOLID TIM R 1■ VIM A MINIMUM AYERAiE TNNGKN ESS OP P3' ARE EST MOM TKO INSULATION PleaRPRMENT. • DOORS k4INDOfrk4S AND SKrLIHTS *12112 161. DOORS TO TH! MOW* SNAIL HAW A MAMMA, 1-I/2" 51W TO A MINIMAM 56' IMP LA CINI& ALL GL.AZINO M' .L Mr THE REdUIMININTS OP The NLf 'E.G. TABLE ` - I UPUNie NIOTeD ALL SKYLIGHTS NO SKYNALLso SHALL HAVE LAMINATED GLASS LN.ES* NOTED OTHelltMe. AU. 011117P0oN IN i!NGY U•Pd'S• WINDOWS SHALL HAV! A MINIMUM NET GLUAR OFW IINI* OP 5.1 MAIN FEET. MINIM IJIM NET CLEAR OPEN ABLE WIDTH OP 20' AND A MINIMUM NET GLEAM °PENIINS NE14144T OP 24 ", MAXIMUM FINISHED SILL HEI•HT OP 44' MOW FLOOR. ALL FACTORY BUILT WINDOW' TO BE CoONSTPUC TED TO PERMIT MAXIMUM IMM"ILTRAT1ON OP 0.9 G 4 PER LINEAL FOOT OP OPERABLe SAM PERIMETER AO TESTZD Oh' STANDARD ASTM E 2001S. SITE BUILT AND M1LLSIORK SHOP BUILT iloOlDeN SASH DIRE EST FROM INFILTRATION CRITERIA ADOVO, BUT SHALL OE MADE AlEATHEIRASTPUFFED, CAJJLKED AND BE MADE TIGHTLY PITTING. 9LIDINO •LASS DOORS TO PERMIT MAXIMUM INFILTRATION OP 03 GPM PIK MANZ FOOT OP DOOR AREA. Sae FLANS 1 I. MAXIH'UIM iLAZIN• AREA. 2. •L.AZINN MAN UFAGTURETR AND MODEL N*BERLS. 9. Wei•HiT!'D UA CALCULATIONS FOR SLESTNPDAND •LAAZINI*. SAPEtY dLAZIN6 LOCATIONS PER UNIFORM BLJIL DINT CODE. I. INGRESS AND BMW DOORS. 2. SLIDINS *LASS DOORS AMID SWINGINII GLASS DOORS. D. SHOWER AND BATHTIB! •. 4. GLAZING 111Th THE !POSED !DOE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM WOE IS LESS THAN 60" ABO1/E THE viAuc.IN0 3LAI!!'OA .a. 5. SLAZIN6 (MATER THAN S SALE PEET 'THAT IS LESS THAN 16' ABOVE FINISHED FLOOR. 6. OLAZINO IN AU. GUARD RAILS. sc•PrzNe NED NOT BE !PROVIDED AT SKYLISH'TS WHEN PL*LY TemrepED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AM AU- OP THE POLLOWINI6 CONDITIONS ARE MET. I. THE GLAZING ARE DOE'S NOT Excels) 16 SGJMf FEET. 2. THE HIGHEST POINT OP SLAW IS NOT MORE 'MAN 12 ABOVE ANY MAL.IKIN ,* SURFACE OR ACCESSIBLE AREA. S. THE NOMINAL THICKNESS Or EACH PANE DOES NOT EXCEED 7 9A6 ". MECHANICAL gt'Ne VSOLID #"IJEL 9L N6 APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT rIREPLACES AND FIREPLACE INSERTS. AU.. SOLID run_ B IRNIN15 CO APPLIANG.E!5 SHALL CoMIIY Kim THE PROVISIONS or THE UNIFORM SUIL.DIN• CODE AND THE UNIIPOTt4 MECHANICAL CODE. irmo EACH DYEI.LINBr UNIT SHALL BE PROVIDED vim MATINS PAACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OP 10 DEGREES FAHRENHEIT AT A HEIGHT Or 5'-O' move THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE VLS.E.G. DEFINITION OP BUILDING ENVELOPE PROM THE V4A5FHHN &TON STATE ENER6Y DOPE' THE ELEMENTS OP A BUILPINS /WHICH Etia.osE CONDITIONED SPACES THRCUGH WHICH THERMAL ENERi6Y MAY EE TRANSPE RED TO OR PROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.SL.G. I. FUEL. BU RNLIN6 APPLIANCES LOCATED WITHIN THE BUILDING ENVELCIPE SHALL OBTAIN AIR PROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. PLEL ouRNINts APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MET THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. 9. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MELT WE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPRO'V'ED A6ENGY AND INSTALLED PER THE UNIFORM MECHANICAL . CODE. APPLIANIC.E5 114TENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTILLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED 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 E.EGTRIG HEATING PUIRNACE3 PER THE UNIFORM MECHANICAL CODE. NO WARM AIR rumNAcE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LEES THAN 12" WIDER THAN THE PURNACE OR A CLEARANCE OF 5' ALMS THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM 6AAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION VI•iERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE 6RAADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED FANS FOR REMOVAL OP UNBURNED OAS PER 'THE UNIFORM MECHANICAL CODE. HEATING AND COOLING AP'PLIANCE'S LOCATED IN A 6ARAr6E AMP WHICH 6ENERATE A 6LOW, SPARK OR I"L.AAN! CAPABLE Or 16NITTNS FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEME■T'S AND SWITCHES AT LEAST lb" ABOVE THE FLOOR SURlPACE. FIRE DAMPERS NEED NOT BE IPeTAU.B7 IN AIR DUCT'S PASSING THNROU6H THE WALL, FLOOR OR CEILING SEPARATING A !RESIDENCE (6ROUP B, DIVISION 5 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE ',ARAM ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.014 (NO. 26 6ALVA NIZE3a SHEET 0AIJIGE,) AND HAVE NO OPENINGS INTO THE OA RAGE PER THE UNIFORM BUILDING COPE. PIAARNM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL. SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVER11' APPLIANCE 17ESI6MED TO BE VENTED SHALL BE CONNECTED TO A VENTING, SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY WILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT' OT TYPE OW OAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 'TERNS OP ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AMP THE REGOJIREMENTS OF THE UNIFORM 1MECHANICAL CODE. A TYPE B OR BYI GAS VENT SHALL TERMINATE PER THE UNIFORM 1MECHANICAL CODE. A TYPE L VE4T1NO SYSTEM SHALL TERMINATE NOT LESS THAAN 2'-O' ABOVE THE HONEST POINT WHERE THE VENT rAsses THROWN THE ROOF OP THE BUILDING AND AT LEAST 2'-O' HIGHER THAN ANY PORTION OP THE BUILDING WITHIN IO'-O" OP THE VENT PER THE UN1PORM •ECHANICAL CODE. 'WENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE COINECTED TO A CHIMNEY OR VENT IN SUCH A MWPIER AS TO MAINTAIN THE CLEARANCE TO GOMlII *TEIL.ES PER TH! uNirO!!M'T M ECKA IGAL CODE. HEATIN6 EQUIPMENT ALL MATINS EQUIPMENT SHALL MEET THE REQUIIREMENTS OP THE MT NATIONAL. APPLIANCE D R Y GoNeeRVATION AGT (HAWN ANo U! SO LABIUM EQUIPMENT MILL. ALSO COMPLY WITH SECTION 1411 OP THE YM.SLLG. PP/AG EQUIPMENT FOR L.ON4 -RIW pZelDeNnAL IHAL.L Or 5I?!.D No WEAVER THAN 190% OP PEON LOAD P "11/1181Fir REVISIONS -- NO CHANGES SHALL Si MACU 10 THE OF WITHOUT PRIOR � - ;- RaVAL OF 1'Ut1M �� DIVISION. ' :rt. .) UAl f �' ^.! l AXOITIONAL RAN MAW NN. • !POGIPIGATIONS PROM THE 2000 WA*H IN6TON *TATE VENTILATION AND INDOOR AIR dMSALITY GOPU FOR THE INTERMITTENTLY OPMATED INTWORATIV FORGED AIR VENTILATION OYINTE.4. I. IOWA SPECIFIC VENTILATION IRlEMJIPEN.415 TS. A. EXHAUST PANT I. 2. BATHROOMS, LAUNDRIES N ROOMS - 90 GPIM • 023 OE RATED AT 1000 GPM • d � KO. � M MIEN MD FOR MAW FAN MAY PQ'lNTS. A. ! *4ALJbT DUCT RISSIUNINIMENTON I. Be INSULATED TO 11.4 (14NJ IN UNCONDITIONED SPACE*. 2. Be E UIPPI !D WITH A BACK DRAFT DA MPUIL D. TERMINATE OUTSIDE THE OUILDIN*. 4. GDN'PLY YWTHI TA LZ 54 ON THI* SHEET. 2. OUTDOOR AIR SHALL ISE SUPPLIED TO ALL. MENTAL/LE WOMB T1411t0U4144 TI! FORCED AIR *"S1EM'NAN6 THE FOLLOW N6 MINGO. 9. FRESH AIR INLET DUCT SH1rALL. COMPLY WITH TIE FOLLOOWINIis A. OE SIZED AGC,,ORDIN* TO TALE S-6 ON THIS SHEET. S. DE DUCTED PROM TIE EXTERIOR AND CONNECTED TO TIE RETURN AIR STREAM WITHIN FOUR PE'ET UPSTREAM OP THE rtmNAGe OLONeR. G. DE INe.ATED TO R-4 NUNS,) WHEN LOCATED WITHIN HEATED SPACES. V. 9e POTEGTED FROM THE ENTRY OP INSECTS, LEAVES NV OTHER POREI•N MATERIAL. E. NOT RECEIVE AIR PROM THE POL.LONMNO AMAIN I. WITHIN TEN FEET OP AN AP'PLi ANC! veNr OUTLET, UNLESS THE VENT OUTLET IS TWEE PEET ABOVE THE FRESH AIR INLET. 2. Mew IT WILL PICK LP OBJECT1ONP SL.E ODORS, FUMES OR FLAMMABLE VAPORS. O. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING rUeL BURNING APPLIANCES TH'EREWL 5. CLOSER THAN TEN PELT PROM A VENT OPENUNS OP A PLUMBINS DRAINAGE SYSTEM, UNLESS THE VENT OP:'MIINQS IS AT LEAST THREE PEE T ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAW. SPACES OR 6 . 4. THE INLET DUCT SHALL EIE MAPPED MTh ONE OF THE NPP OLLOWIN6, A A MOTOPUZED DAM'P'ER CONNECTED TO THE AUTOMATIC CONTROL. TIM% OR B. A FIXED DAMPER INSTALLED AND SET TO NET NEA9UIRED FLOW RATES AS SWAMP IN TABLE 9-2 ON THHI'.M► STET, OR C. AN AUTOMATIC FLOW REGU,ATINS DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OP 0.10' WATER GAME AT THE POINT AHEM THE ours= AIR DUCT Is GCTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL EE CONTROLLED BY A 24 44OUR CLOCK TIMER INSTALLED IN A READILY ACCESOIBLE LOCATION. THE TIMER SHALL BE CAPABLE OP CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TINE OP THE FINAL INSPECTION THE TINIER SHALL BE SET TO OPERATE THE W61OLE HOUSE SYSTEM FOR A MINR4.Ar1 OF EIGHT HOURS A DAY. A LABEL SMI. L BE AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERRATINS INSTRUCTIONS)". NOTE, KIN& COUNTY REGOM.ENDS THE INSTALLATION OF A CENTRALLY LOCATED MOLE HOUSE EXHAUST T=AN WITH A MINIMUM M 50NE RAATINI6 OF 15 AND SIZED AGGORDINS TO TABLE 9 -2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER, THIS WILL FACILITATE Ppm AIR DIS'T'RIBUTION AND REDUCE THE POSSIBILITY OP MOISTURE LADEN AIR BENS DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2 ") ABOVE THE Miser, FLOOR. TABLE 3 -2 VENTILATION RATES FOR ALL SR+t"iUP R OCCUPANCIES POUR STORIES AND LESS MININRAN AND MAXIMUM VENTILATION RATES, CUBIC FEET PER MINUTE (GPM) FLOOR AREA, 501 -1000 -moo 1501-2000 1301 -2000 2001 -2500 2501 -5000 3001 - 5 3501 -4000 4001 -503c 5001 -6000 6001 = 100+' 1001 - 600 8001 -9000 2 OR LESS MIN. MAX 50 75 63 60 90 65 98 70 105 75 113 60 120 126 143 loos 156 115 173 125 188 FILE COPY 3 MIN. MAX. 65 98 70 105 75 113 60 120 65 126 90 155 15 143 100 150 110 165 120 160 130 195 I40 210 I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acluiortiodailli 4 AMMO JUL 1 2003 AS NOR BEDROOMS S MIN. MAX. I MIN. MAX. 8O 120 I 95 148 85 128 1 100 150 90 155 I 105 156 95 143 1 110 165 100 ISO I 115 115 105 158 1 120 160 110 165 1 125 166 115 115 1 150 195 PEWIT 01101ER 6 MIN. MAX. RECENED (ITT TUK1NI A JUN 1 1 2003 110 165 115 115 120 160 125 166 130 195 195 203 140 210 145 218 7 MIN. MAX. 125 186 150 195 135 203 140 210 145 216 150 225 155 253 160 240 125 1661 140 210 I 155 233 1 110 2515 185 216 195 203 130 225 I 165 246 1 160 210 195 295 145 216 160 240 175 263 190 285 155 253 110 2551 165 276 200 300 155 209 150 225 165 246 160 210 195 293 210 315 225 536 145 2161 160 240 115 263 190 265 205 506 220 330123 353 ' FOR IRE,IDENCES THAT EXCEED LAM ISEDIROOMS, INCREASE THE MINIMUM R fr LISTED FOR 6 11141 F001481 BY AN ADDITIONAL 15 GPM PER BEDROOM. THE MAXIMUM GPM IS EQUAL TO 13 'YHE MINIMUM. - TABLE 3-3 PTIVE E)GIM.ST DUCT SIZING NOTE' I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" PROM LEN 6TH. 2. FLEX DUCTS OP THIS DIAMETER ARE NOT PERMITTED WMTH FANS OP THIS SIZE. PRESCRIPTIVE INTE"SRAT D FORCED AIR S( PLY DUCT SIZING NOTE, 1. FOR LENGTHS OVER 20 PIET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NLIMEERIN46 MORE THAN 9 INCREASE DUCT DIAMETER I INCH I. DUCT SYST'EM'S OR FACTORY BUILT AIR DUCTS '914&4.L BE OP METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. 2. IIEGTANSLLAR,, FLAT, OVAL AMP ROUND DUCT JOINTS AMP SEAMS SHALL. BE AI►IIRTIOHT PER THE UNIFORM NEGHANICAL CODE. 9. INSTALLATION OP DUCTS SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. 4. PIXT INSR.►TION BE INSTALLED IN ACCORDANCE MTHH 'THE UNI OR 4 MECHANICAL NIGA1L GOP!. r s t � 1 .� A/ • N, `✓ C,' . S• �• -• • �` •. - • . • . •r i /, 1 ▪ i • • -sr. i r - .... .mow • - • : •■••■ • 4C r • 1 J • 4 • • , , \ - - .. `- II 6 MIN. MAX. 140 210 145 216 ISO 225 155 233 160 240 165 246 110 255 115 263 205 906 215 323 .. "1:0 I- 184 • 411 • a awl • e« O.G. • 6 O.G. TRII66 *!Nt .14 SWATH iR'L OM! P1-b LATERAL DETAIL 4 LATERAL DETAIL TYPICAL 4. ROOT DIEM bd• " O.G U.N.O. 2x4 DLOGKINO WALL TO MATGN 164 • b" O.G. U.N.O. PI-6 Ir NOTED ON PLANS bd • b" O.G. U.N.O. --- RIND 3x4 DLOGKINO SHEAR DETAIL DETAIL USED IF MUSS BRAGIN6 IS NOT DESI6NED SCALE 8 r = I'-O" LATERAL DETAIL 10 LATERAL DETAIL LATERAL DETAIL 2x LWOW OM SIZE wow* WAN PlItA1411* 10411.1), OR SOLID ILK/► Ied • be O.G. LArRAL DETAIL II LATERAL DETAIL LATERAL DETAIL rT NOT ,o610 LATERAL DETAIL DESIGNED BY: DATE: TG Iq DRAWN BY: DATE: 1I /6 /0 LATERAL BY: DATE: ANW el/15 IFIVAND BY: DATE: • w wow— r • I nal ANR INFI�TfeAINb p��ATI I�It OVG1! � ATl�II�IQr rLAN 6" MIN. z - rwHiN0 grOISN AL L____ *4 BAR GOVT. MAX. b' BELOW TOP Of AND. WALL FOUNDATION 3" GLR. -\ 4 " DIA. PERF. FOUNDATION DRAIN 2x STUDS PER PLAN FINISH PER ELEVATION OVER 1 LB. BUILDIN6 PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLI.SHINb gi RIM 7 b" MIN. t h i AX�b TOP OF FND. WALL S OR 1 1, 1 *II � q IN � . o IF '°` REQUIRED 1-1 I 1 =11 4" DIA. PERF: FOUNDATION d DRAIN 3" GLR, 2x6 PONY WALL GATT INSULATION — PER PLAN M £WliVb 111111111,1111111161111MIL . .J l 4 04 1 0,44 I IS's"il yr GEILIN6 JOISTS PER PLAN A35F • 24" O.G. (BIRD BLOCKING TO TOP PLATE) (5) 6d NAILS • EACH TRUSS 2 X STUDS PER PLAN TI6HTLINE I f REGIUIRtD I • '1 A • A . • • 1 _ • 1 _ 30" OR GREATER OVERHANGS USE SIMPSON H-I SEISMIC TIE • 46" O.C. (TRUSS TO TOP PLATE) BATT INSULATION PER PLAN • • I. 1 • •. H•,:0 . • .wx a• �x • FLAT CPILINc 4 EAVE • 2X STUDS fen PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.40. YY40017 WISPLOOR drLUED 4 NAILED A WINAVAWItli t t PLR. JOTS. PER PLAN �� 1 SI PL. I • 2 "X',! /11" ANC 'MR SHEAR SCMED. 2" I• . MAX. 4 4 1/2" MIN. FROM ENDS. I- Ur 5/b DIA. X 10 " D. W/ - I 2 x2 x5 /I6 • 46 O.C,) -X *4 BAR VERTICAL • lb" O.G. 10 a HORIZONTAL • IOU D.G. - MIL. SACK V. B. I IrI I (2) *4 BAR CONTINJOUS SCALE : I" • I'_/," � i � i ►� � i U �1 ► � � i � i � i � i � i � i � i � i � i � i � i � i FLR JSTS. PER PLAN 2x6 S1W91 16 O.G. 5/4" T.46. PLYWOOD SUBFLOOR GLUED i NAILED BATT INSULATION PER BATT INSULATION PER PLAN R SCHEDULE 12" MAX. FROM 4 ENDS 4 1 MIN. ; _ p . USE p 2 "x2 "x3 /I6" WASHER USE 5 /A " DIA. x 10" ANCHOR BOLTS • 46" O.G.r4/ 2 "x2 "x3/16" *4 BAR VERTICAL AT 16" O.G. 4 HORIZONTAL • 10" O.G. 6 MIL. BLACK V.B. •�I I I� 1 1= 1 1 1•=1 I-=1 I i� 11= (2) *4 BAR CONTINUOUS OVERHANG PER PLAN 4 SCALE : IN • 1 ROOF n� MATERIAL PER OVER BUILDING PAPER 4 SFEATHIN6 PER PLAN ZT I 1'ER PLAN PER INSULATION BAFFLE TO 12' ABOVE INSULATION WITH I I/Z' INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH I I /2" CLEAR AIRSPACE H VENTIED 2X BLOCKING W/ (3) 2" DIA HOLES PER 24" O.G. (BLOGKI TO TOUGH TOP PLA I�A A BOARD PER -6d NAILS • I 6" O.G. (SHT6 vie TO BI KING) 5" CONTINUOUS METAL &UTTER FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE : I" • 1 131M- 17 FINI'SN FIR r4.4 OVER AI� p� IN! OVER 31.4EATFIINd �p,W Z - rI.ASMINa WDOD IM OPTIONAL b" MIN. LL\ 4 s 3" 4" OUNDATI� DRAIN - � x 4%1e 8" * 4" fe J TI INE 4 BOTTOM OF \ FOOTIN& TO 5E LEVEL w/ TOP OF WALL AFTER STEP W GONT TOP 'OF FND WALL IReD'�— T m TTT 24" v (+ .\\ _ BOTTOM OF FOUNDATION FOOTINS \ • \ • • d \ 4 I6d • 6" O.C. SHEAR ruu_1. PER PLAN .• • '" q'N . 4 \ \ \ 4 d \• \ ° REINFORCEMENT PER PLAN SECTION THROUGFf STEP FOOTING ,4 GBLE END DETAIL 2X STUDS PER PLAN B ATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/ L .Ue T.40. AILED" SUel�lo0n AIMIRMIMINA 1 R PLR J6ip. PER PLAN 2x P. T. DOLT" 4 2 x2 X5 " PER 'SHEAR -�► . I2 ; MAX. 4 4 1/2" MI . FROM ENDS. 110 4 EISEDMENT. (EL Ilk . U e5 /b DIA. "A.B. 2x2 x3/16 • 46 " 0.1G,) 0.1G,) � - BAR VERTICAL • lb" O.G. !a i HORIZONTAL • IO" D.G. • -� - b MIL. BLACK V. B. 11 11 N.. • ' : ' - (2) *4 BAR GONTIIVUOU FRAMING PER PLAN - 1 0„11. ATION W�4LL II II I \ .. • • •. a a • ,4 \ \ .\ a - . Nie �� 71 1 - - -: 1- It-ti 11I I I -1 I I =1 I I I I I 1 111 1- 1= III —III III TYPICAL ROOF DIAPHRAGM SCALE : I • s 11_/.,• 24" ,y 1 SCALE : I/2 • = l'-0" ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING • 46" O.G. (3) I6d TO BLOGKIN6 EACH END TYP. NOT TO SCALE • S I " OUT *4 BAR X 24" i i = •ID O.G. _ (I) *4 BAR GOVT. MAX. 6 BELOW TOP OF FND. *4 BAR VERTICAL • 16" O.G. 4 HORIZONTAL • 10" D.G. 8 Pltgat FINIl tge 1 4 MIN Y MAX N 4" GONG. SLAB • • 4 4" DIA. PERF. FOUNDATION DRAIN Y NA 5" CLi (2) 2X4 x rOUNDATION 13 SKYLIGHT • .• 4. • fi rrr = � &FIFA 1 =III -11. II II,1 (2) 2X4 4 • • x4"4: 0 k 1 * CONTINUOUS FOOTING 2X4 INF ILL FRAMING 5/6" TYPE "X" G.W.B. -- mesa= TREATED RIM JOIST ---- BATT INSULATION PER PLAN • 2x P. DOL'T'S i� Z /" . . PEIt SFIEAR WALL '�' GILD 12 MAX. • 4 1/2" MIN. M E . USE 5/b DIA. X IQ" A. B. W/ 2"x2 "x5 /Ib" • 46" 0.C.) - . - MIL. V =. FLR. JST5. PER PLAN BATT INSULATION PER PLAN 5/4" TAO. 6. PLYWOOD SUBFLOOR GLUED 4 NAILED WillaWitin IVINNIMWM SOLID BLOGKINS CRICKET % S .`\ S � 4 41o k � BATT INSULATION ++ PER PLAN • I= TIM = = =a = set '== = == = =_: 2X STUDS PER FLAN BATT INSULATION PER PLAN a / bl U 4 SUIPPLOOR (2) *4 BAR CONTINUOUS 2 X 6 BUILT -UP CURB 0 SCALE : I" • I'-O" BEAM PER PLAN 2X4GLEAT EACH SIDE POST PER PLAN w/ FELT PAPER 6 MIL. BLACK V. B. I L1 I Iii I I I ICI HE' i I, ; ,I I EI I I; 2) *4 BAR CONTINUOUS SCALE : I" = 1 SKYLIE HT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +I2' -O" A.F.F./ 2 LAYERS TEMPERED GLASS • - 12 A.F.F.) RAFTERS OR TRUSS BEYOND SCALE : I" • I'-O" x rRNMINb 4 FOUNDATION DIMENSION PItIr AI �� , � , � TI ' IER ITb LAN Z - FLASHINb C�TIONAL b \ *4 BAR CONT. MAX 6" - DELOYV TOP OP O. WALL lir �T��MQlS 1 DRAIN b it REa1JIR�D • 5" CL 4" DIA. PERg FOUNDATION DRAIN 2X P.T. a h SOLID (2) I/2 "x5 1/2" BOLTS THRU JOIST 4 POST P.T. DECK JOIST PER PLAN POST GAP PER PLAN ISOLATED FOOTING PER PLAN e• 4 6° es* BOTTOM OF BEAM 21 A24 • ti POST i 1 167;71 kal 41 I-=1 L-Td- Ir I I 1 = � = - 1 I I- 1I ,i1 I SOLATED FOOTING .4 • • • 4 • . •• • .- jf PER PLAN 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 3/8 "0.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING I MI IMO 10)211M1 • 2x STUDS PER PLAN TS x -I TE - • I " MAX. • 2 "x2 x 4 16• IN. USE /5 DIA x ION " " 9 194144 46 0.0"4/ 2x2 xB /Ib .4 4" . OVER 4" • IL. K OVER . OVEFILL , • • _}} • ate • • .• �.f 1 ...`� 1 - � I ~. vw fir► '1.v • �• . �.I�� .Si 11= *4 BAR VERTICAL • lb" O.G. 4 HORIZONTAL • 10" D.G. II 1t .' IF ' (2) *4 BAR CONTINUOUS FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MWMA WNW= BLOCKING P.T. P PLAN BEAM PER PLAN 2 X 4 CLEAT EACH SIDE proLPER TPi b MIL. BLACK V. S. C3)5 /8 "x5" LAb SCREWS THROUGH P.T. LEDGER INTO RIM JS� • 16" O.C. P.T. POST PER PLAN POST BASE PER PLAN • SCALE : I • s 1 1 -0 " SCALE : I" = l'-0" SCALE : I" • 1 -0• I 15 h '2x P. T. SILL !L. "ANCHOR BOLTS 4 2 x� X'9/1 WASHERS PER seem WALL SGHED. 12" MAX . * 4 1/2 MIN. FROM ENDS X 2x2 /b 5A6 1 h A. x IO" A. • B 4D" oz) 1 14 2X STUDS PER PLAN BATT INSULATION PER PLAN GATT INSULATION PER PLAN 9/4" T.40. PLYWOOD SUDPLOOIt away 4 NAILED PLR. JOTS. PER PLAN � G 110RI/1L. i0 0.0. lb" 0.0. 6 MIL SLACK V. B. 9" GLR. 11/4" DIA. MIN. CONT. HANDRAIL g' ,U` 2 p03 2X4 THRUST BLOCK 10 INTERIOR STAIR rn • OVER M O VER 4" i - 1 4" lb" o le 8 FN. WALL GARAGE BALUSTERS TO CONFORM TO UBG SEC. 100333 CRAMI� 1 rGUVATION D1FlN6T6Tr INSTALL 5 /b" TYPE 'X' I (I) *4 BAR CONT. MAX. 6" 9F-LOW TOP OP MD WALL • • • i • • 4 - • i i��i �� • ' • � 4 i • • •• •, • •• •, •• • O • 5 9 • •• • ••• •• Q 2 4 • • • •• • • 64 . 11 .'' ' *4 BAR CONTINUOUS SCALE : I" s 1 NOTE: SPAG I N6 BETY EN INTERMEDIATE GUARDRAIL 1MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BEAM PER PLAN BELOW STAIR I TALL 5/6" TYPE 'X' 6.1 2) LAYERS • CEILING, ( YER • WALLS (3) 2XI2 STRINGERS FIRE BLOCKING • MID -SPAN • NOT TO SCALE envtgovio JUN I 1 2 003 Pear rcorrio : C ✓ ,1 ' Y 1 _ 7 ' ^� • , R y F� i Tt + I•',1- -„ s/� "r► : C y M•I. �" '.rte ,. • ♦ 4 I 1 ` •:� L. r L • R 4 a 1 '� ! %VI 41t 1 1 ii PM Is Y itsplv /10 sm ksi..sp _gam 10121i 4:2511r00 6: ei§ gni:145'4 Mciiiiiti H V W G w 41 o $ 0 z W W a z a_ DESIGNED SY: DATE: TG Iq DRAM SY: DATE: 11/6/0 LATERAL SY: ' DATE: ANW 4 4/ /h15 REMSED SY: DATE: 003 -18 • a FOOTIN6 SCHEDULE SYMBOL FOUNDATION NOTES i 36" DIAMETER X 12" THICK GONG. FOOTING WITH 3- *4 BARS E.W. POST • CONNECTION PER PLAN » 50" DIAMETER X 12" THICK GONG. FOOTING WITH S- 04 BARS E.W. POST II CONNECTION !Pt J N • • - ;t- 24 .' _ 24" DIAMETER X b" 'THICK .CG WITH 2 - 04 BARS E.W. ' ` • '.--f , . , POST 4 CONNECTION PER P L AN ' . , ' 4 , , '' lb Ib" DIAMETER X b" THICK CONC. PNO► WITH 2- 04 BARS • -- POST i CONNECTION PLAN 1 • U, . , LATERAL RESTRAINT HARDWARE eYreoL +40U70141 'TYPE ,mac AMOUNTS ►�� 0 SIMPSON 87HDI4 RJ r4/(5b) Ibd NAILS (4) TOTAL » SIMPSON STHDIORJ w/(26) Ibd NAILS (19) TOTAL Q• SIMPSON STMDIO w/(ZD) Ibd NAILS C.S) TOTAL E3 • SIMPSON G516x96 FL TO FL w/(ID) IOd NAILS (I'J) TOTAL. Q* SIMPSON G516x46 FL TO FL r4/(I15) IOd NAILS (2) TOTAL T.O. ft • IT-O" ASV. MAIN FLOOR 2 5KYL W/ LAM. GLASS FRAME OVER A/ 2x6 • 24" O.G. T.O. P.• 11 ADV. MAIN FLOOR FRAME OVER W/ 2x6 • 24" O.G. a r ..,_■■■•■■ 6' I I �.r O.H. OD.S. a a lb" ROOF FRAMIN ALAN SGALE I/4' . �O• ROOF FRAMING NOTES:. I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL DEANS 4 HEADERS TO BE 4X10 DM • 2X4 MALLS WO DM • 2xb WALLS U.N.O. 8. PROVIDE VENTED BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 3. ALL 'TRUSSES: • SHALL DE STAMPED BY AN EN611EER LICENSED IN THE STATE OF WASHINGTON. • SHALL DE INSTALLED 4 BRACED` TO ENGINEERS SPECIFICATIONS I SHALL HAVE DEVON DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSP'EGTION • SHALL NOT DE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL Of ENGINEERING CALCULATIONS b. SHEATH ALL bNDLE EMS rem rl-6, U.N.O. 1. see 4FerT 4 FOR SMEAR WALL. SCHEDULE. 8. SEE SHEET' I FOR ADDITIONAL NOTES. 0.5.0 TYP. • OA USE1 LEG USE FULL $fI•HT STUDS • VAULT T.O. fE • ASV. MAIN FLOOR T.O. I!.• I'1' -0" ASV. MAIN FLOOR DIRDELOGKINISE EAVE VENTILATION REWIRED• PROVIDE: !AVE VENTILATION PROVIDED• 1"x9" ATTIC ROOF JACK* UPPER VENTILATION REQ'D• PROVIDE: UPPER VENTILATION PROVIDED= b" O.M. 2x 12 RAFTERS • 24" D.G. O 1 5/Ib" O.H. a.s.v X 16' X STANDARD. TR1.155 / SCISSOR 1*I S ROOF FRAMING SLY: ROOF : 1642 S.F. VENTILATION REQUIRED: 1642 S.F. / 500 • PROVIDE 1/2 VENTILATION • EAVES, 1/2 • IT BELOW RID6E T.O. It • b' -10" A.V. MAIN FLOOR (SEAT GUT RAFTERS TO MATCH TRUSS TAIL) 2x6 RAFTERS • 24" O.G. (SEAT CUT RAFTERS TO MATCH TRUSS TAIL) T.O. BEAM • 6' -I0" ABV. MAN FLOOR I11 mini! o 101 END .JACKS • zs• o ka. A. I II L ROOF VENTILATION SS S.I. / L.F. - 2 SCREEN REDUCTION• 106.16 5.1. / 2 / S.I. PER L.F. 151 L.F. BI INb VENTILATION• 5 5.1. IS (IMAMR THAN 4 S.I. EACH - 25R SCREEN RE"DUGTION• '766.16 5.1. / 2 / 5.I. OF EACH VENT. II - 1 "x9" ATTIC ROOF .JACKS 404.23 5.1. IS d EATER THAN Isl L.P. DIROOLOCKINO II - '1'"x1" ATTIC. ROOF .IAC:IC6 TOTAL VENTILATION PPICPVIDDD1 600 40 f.l. I! MIRA= MAN T.O. SUSFLOOR • 6' -II" ASV. MAIN FLOOR 166.16 5.1. REQ'D 2.65 5.1. / L.F. 13.15 L.F. 5 5.1. 5 5.1. REQD 56.15 5.1. EACH 10.12 VENTS 404.23 5.1. 3 5.1. REQ'D Sq6S6 S.I. 404.35 S.I. IMO.* sa. IMO D • STUB -BOUT *4 BARS 24" LONG, • 1b" O.G. 56" WIDE (MIN) LANDINRS 6 -0M (2) F.J. 00.5. P.5.0 16 "x24" (MIN) CRAWL ACCESS INSULATE 4 W.S. 2x10 F.J. • 16" O.G. CRAL 'PAC E 6 MIL (BLACK) VB. 2x10 F.J. • 12" O.G. GANTL. 2' -0" I4'-O" 2x1O F.J. • I2" O.G. I6'-O" 2x10 F.J. • 16" O.G. 8 1 -O " _ _ (2 ) F.J- 6x10 D.P. 01 )LiISH SH II, a I I a OH 1 1"x14" SCREENED FOUNDATION VENTS (I REQUIRED) I21_OM • 4 2 I -s I - SOFFIT, VENT, 4 I ` - - -- -J ITV51J1.ATEFLO�G7I�Z LINE OF F.P. ASV. ASV. R -Iq FOUNDATION NOTE3: I. CONTRACTOR SHALL VERIFY ALL. NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. WIDE SOLID !BLOCKING OVER SUPPORTS. 5. POSTS TO DE P.T. 4x4 0F*2 0 P.T. 4x6 PF*2 • BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL 1'400P IN CONTACT rum CONK.. TO SE PRESSURE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED ,AREAS. T. INSTALL SIMPSON GONG. TO WOOD HOLDOPW4S I -I/2" FROM CORNERS a WI1rDOM ROUGH OPENINGS, ALSO SCE MAN JFAGTURER''S SPECS. b. STEP FOUNDATION PER SITE CONDITIONS. q. 2000 P.S.F. ASSUMED SOIL MARINO CAPACITY SMALL BE VERIFIED IN FIELD. 10. SPACE ANCHOR DOLT'S PER SHEAR MALL SCHEO LE, OR • 4'-0" O.G. U.N.O. II. SEE *MT I FOR AvPIT1ONAL NOTES. te'. J? J 28 -0 2x10 F.J. • 16" O.G. a Nkc 4. .C• 1-4 :. % . _ " .:1•. .4. �•.• ►• n !. 2x10 F.J. • 16" O.G. SIM. 6" WALL 0 1- 0 " 36 OVERALL FOOTPRINT FOUNDATION PLAN xw�e: va• • ro (2) F.J. (2) F.J. a WOO n 3a. � 6 2003 01 O II III SOFFIT, VENT, 4 INSULATE FLOOR ASV. W/ R -Iq • 4" DIA. GONG. FILLED STEEL BOLLARD BLOCK -OUT GONG. FOR -FURNACE DUCTS LINE OF FOOTIN65 TYPICAL 4 0 P.5.0 n 2x10 F.J. • Ib" O.G. -er 1 * 61 -0" a 2x8 P.T. LED6ER lb I I c I I t II I-4-LINE OF PORCH I I lb II I II 5 1 2x8 P.T. J5TS. • 16" O.G. I 4 1 - 0 " A B O V E • • SIMPSON P544 • FOOTIN6 4 PG44 • BEAM TYP. • PORCH • SLA ON GRADE 4' GONG. OVER • 6 MIL (BLACK) V,B. OVER 4' bRAWLAR FILL . ' SLOPE 4 ". TO O.H. DOORS GONTW$JE FOOTING BENEATH DOOR EDPE OF SLAB. IIL ti! :� .' - .w. ..f • .' 4 ., 17.5.0 O .14 I 0 Iy V • a n err gF`b JUN - a03 FOUNDATION VENTILATION '.<, GRAY LSPAGE AREA VENTILATION REQUIRED: USE: VENT AREA • VENTS REQUIRED • PROVIDE VENTILATION PROVIDED • 1013 S.F. 1095 S.F./150 • 7 "X14" FOUNDATION VENTS d1b 51• 25% REDUG.11 /4"NESM • 153 91. 1052.00 511 VENT AREA • 14.04 SI. IS 1 "X14" VENTS, AREA = 110230 V. 110230 'SI. IS GREATER THAN 1092.00 SI. REGI'D A r ' 4092d241 SI. REQ'D WEI " T4 t/1 U W U tin c hl W 3 � z -- 0 � 8 8 � W N Z W WW Q LL m � r rtili hgp Orel - RI g ii tsvg. 4,15griggx 6!E0400 DESIGNED TG DRAWN BY: WEAN.. BY: ANW REWSED BY: z .1 BY: DATE: Iq DATE: 11/6/0 DATE: a /IS DATE: M2150A2F-0 LATRAL RSTRAINT HARDWARE SYMBOL NoLvorw 'TYPE AND AMOUNTS (83• SIMPSON STHDI4 RJ w/f39) Ibd NAILS (4) TOTAL ::: SIMPSON STFPIOR,J w/(29) Ibd NAILS (19) TOTAL QN SIMPSON BTNDIO rd/(20) Ibd NAILS (3) TOTAL tt • SIMPSON G516x36 PL TO FL ►r/(18) IOd NAILS (19) TOTAL. Q SIMPSON G316x46 FL TO FL w/(18) IOd NAILS (2) TOTAL AREA S�MMA n ---* LOWER FLOOR. -. , 1 f.PI , WA/ %..- ... ! + - 6 MAIN FLOOR: k.- UPPER FLOOR, - r , ref+ L . . BONUS IROOM: .. - I TOTAL. ARRAS 20 SP. UNFINISHED AREA: WA 4 400 S.F. W-0" SCALE: 1/4" = 1 SO IOM UPPER FLOOR PLAN P14 ` 1 -O " SIMPSON HU3.25/12 HANGER 2 SKYLIGHT Pi/ LAM. 61-ASS SLOPIN6 HALF WALL • 36" ASV. NOSING YN/ CONT. HAND RAIL i/ S 1 -0N BEDRM 2 2x8 PLUMBING WALL WHOLE HOUSE FAN W/ AUTO TIMER I MANUAL OVERRIDE 2°2° SKYLIGHT YV/ LAM. &LASS 4x4 POST E3E121;04 4 51 -8N LINEN CABINET CARPET 2x4 KNEE WALL BELOW 4x4 POST LINE OF ROOF BELOW PLANT SHELF • 8' -II" A.M.F. SHEAR WALL CHEDULE (see 1997 UBC tables 2341-1-1, & 2341 -12) v ! IN plf 1/2" plywood or OSB equal, w / 8d (gun) nails Q 6" o.c. Anchoral e: 16 d nails 5" o.c. OR 518" AB ©48" o.c. to conc. 1/2" plywood or OSB equal, w / 8d (gun) nails 4" o.c. Anchorage: 16 d naNsik 4" o.c. OR 5/8" AB 36" o.c. to conc. 1/2" plywood or bSB equal, w / 8d (gun) nails " o.c. Anchorage: 3/8 lag screws at 12"o.c.,or 51r AB 30" o.c. to conc. use min 3" nom. Studs ni Del . v = 611 pi 1/2" plyw Od or , %v (gun) Q 2" o.c. 3/8"x5" lag screws ei 9"o.c. ,or 5/8" AB 0 24" o.c. to conc. Use min. 3" nom. Sift and studs 0 adjoining panel v : $$ plf 1 /2" plywood or OSB equal, (2 sides), w / bd (gun) nails - 4" o.c. 3IFx5 lap screws Q a o.c. or 518" AB 18" o.c. to conc. use min. 3" nom.SBs and studs panel edges. ✓ 778 Of f /2� plywood or OSB equal,(2 ) w / (gun) nails Q 3" o.c. Use min. 3 Anchorage: : 3/8"x5 lag screws Q 7" O.C. or 518" AB Q� 12" O.C. to conc. " nom. Sills and studs • shear values table are use ' . ' , pneurnaticali�r driven nails with a minimum shank diameter of 0.113 info hem.* grads 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 or II plywood. 5. At double sided shear wells, offset sheathing SAM by one bay min. Also provide 4x blocking beneath all paste, with nails staggered. 0 SOFFIT, VENT, I INSULATE FLOOR ABV. IN/ R -I4 36" WIDE ('MIN.) LANDIN& CONCRETE SOFFIT DOWN TO 8 -1" A.M.F. to '0 P1-6 5 s- 6 11 SCALE: I/4" a 1'-0" 5 -0" 16 LINE OF FLOOR ADV. i' • I> a T;' (2) - I.J. - 16" 0.C. cr I F 61 -0 GANTL. 2' - 0' DINING CARPET (2) F.J. 1' L • • 10 a 11 y- (SAS GOOKTOP V.T.O. 2x10 P.J. • 16" O.G. SOFFIT 17OW4 TO 1' -1" A.F.F. 2x10 F.J. • 16" 0.G. NOOK HDWD (2) F.J. 2x10 F.J. • 12" O.G. 4xIC D.P. 9 GRAViL SP. AGGESS Q 5' -8" 12" - T 8x8 JILT -UP POST ON 6" WIDE HALF YNALL 12 C 4 tV 41 -0" 8' -0" FAMILY lb CARPET 4 ;it 2 4 2 2 3-1/8" x 13 -1/2" &.L5. 24F -V4 UPSET LINE OF WALL ASV. 4x4 POST TYP. F.J. 0 AEI _ O In FOYE HD/ND a FLOOI�ABOVE (2) F.J. TYP. F.J. �9H 2 1_/0 1_5 I I 4'-0" %. S. 4'-O" 4 HDWD 2 a 4 1" NUPE POST 2x10 F.J. • 16" O.G. (2) F.J. I -3/8" S.G. DOOR, TIGHT FITTIN6 IN/ SELF CLOSER INSTALL (2) 26 6A. SEISMIC STRAPS W.H. TO WALL I L-STEEL BOLLARD 2x10 F.J. • 16" O.G. 2—GAR 6A 1 ▪ I CONCRETE PLATFORM • 18" I. 1 ASV. SLAB _ _ _ -I x 10 -1/2" G.L.B. 24F -V4 UPSET I I LIME OF WALL ABV. I PR VIDE 6" A. I FRESH AIR DUC 2 I I W/ DAMPER TO FURNACE IItie- -BBL. BLOGKIN6 • II YNALL ABV. TYP. III r I II I II I I I II I 21 1 ' 3 -I/EI" X Q" 6L$ FLUSH Liiii ei r Ill I II I UL — 1 (2) IF.J. '. it > 11* I 2x10 F.J. • I6" O.G. , % I II..:, .. (2) I Il �'I 3 - I /F.�" x H q" G.L.B. FLUSH WRAP ALL WARM WALLS, POSTS, BEAMS, I CEILING W/ 5/5" TYPE 'X' G.W.B. • NI P1-4 Ir S I/ I I I LE 'p • 36" A.F.F. I- 5 1 -8 " 2 1 -8 " igirceisrar !.4..!►:d!v u .ir • 4cciM , P1 -2 P1-S P'1-.S (2) 2x4 WALLS 8 2 -0" 2'-0 4 "1 °G.0. 12 FLOOR PLAN NOTES: INSTALL PRE -FAB. ZERO CLEARANCE, DIRECT VENT FIREPLACE PER MF6. SPECS. YN/ 20" WIDE NON - COMBUSTIBLE FLUSH HEARTH 5'-b" l b" P1•b 38'-0" OVERALL - M S— ) �.u,m LIVIN CARPET MAIN FLOOR PLAN I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS I CONDIT10NS PRIOR TO CONSTRUCTION. 2. ALL BEAMS I HEADERS TO BE 4x10 DP*2 • 2x4 WALLS I bxb DM • 2x6 WALLS U.N.O. S. PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. 4. PROVIDE FIRE BLOCKING • ALL PUJMBINb PENETRATIONS. B. WINDOW It DOORS ARE SHOWN I NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS • 6 ABOVE FINISHED FLOOR, U.N.O. 1. ALL WOOD IN GONTAGT MATH GCMG. TO BE PRESSURE TREAT. 6. EXTERIOR WALLS TO BE 2x6 STUDS • 16" O.G., U.N.O. M. INSTALL SIMPSON GONG. TO WOOD 1 1/2" PROM COMeRS I WINDOW ROUGH OPENINdS, ALSO SEE MANRJFAGTURER'S SPECS. 10. B INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 11. SMOKE DETECTORS. SHALL BE 110 V INTEPItCONNECTED I^V BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR ANA IN ALL BEDROOMS SMALL Be INSTALLED IN EACH LOCATION WHERE THERE IS A GEILIN6 GHANMSE OfREATER THAN 24" 12. ALL EXTERIOR WALLS TO !!E PI-. U.N.O. IS. SEE SHEET 1 FOR ADDITIONAL NOTES. 4x4 POST 6'-6" 12 -0" 16'-0" USE 1"'IJ1 L HEI6I4T STUDS • VAULT 1" NIDE POST • it; In V' 22 P1 3-I/8" x q" pL FLUSH " > P1 1 III 1 '3m"l-- I --+ -- I GOV I� POR4H I 2x4 GED I- tr I 1� O 2' b SOFFIT, VENT, I INSULATE FLOOR ASV. YN/ R - la 36" HI6H P.T. RAIL - YN/ 2x2 PICKETS • 5-3/8" O.G. 20. LF CONT. P1-4 10 • 4 1 -0 " ti it 5 SOFFIT DOWN TO 8 -I" A.M.F. • PORCH 8x8 BUILT -UP POST HB. 2x6 WALL • 6ARA6E FRONT 4 5 1 1 TALL 'D _ Q 731 — — - -�c Q 1 2 " 4 1205x6'4" TALL tr ; Is • • • • r - <?, : fv , DAZE: Iq DATE: I 1/6/0 DATE: q/15/ DATE: S a 2x4 CORNER TRIM TYP. 6" EXPOSED LAP SIDINb i RIGHT i ELEVATION xN.e w• . rc• LEST ELEVATION tea■►+■■•. . 2 SKYLIGHT _."... W/ LAM. *LASS CONT. GUTTER OVER 6" FASCIA TYP. 2x10 TRIM 12 SHINGLE SIDING < J7 Z • 1 I T.O. TRIM MAIN FLOOR idl11:Arc. � ' .M111111111I111111rr ■. .iIIIIIIIIIIIIIIIIIIIIlrl.. 1111 _ 11 i IS 1 111 1 = II IN 1 5.6. 11111 A111IIII1111. 4111111111 . �Ii� d1", `�. .�II ii1 1 1 i 1 �i ■ ■ ■ ■ i � IIII I III111II ■.■■ 11111I1111 I I IUIIIIIUIIII . IIIIIIIIIIIIIIII 1 111 111 IIII sIIIIIIII. - --- -_____ iii i ii■ 111/1111 IOU. 111 11 11 11111111 dII r NE■■ .�■� � �.". wig.=■ wi ■=■=��■_ ■,��.".wir ■=■�i� ■ice.=■ wig. .wirr ■w.IN�� ■=.w��."■ni.•.=■��In . 1 _ son. �1�1111� ,. �IIIIUIL -- _ 111111 111111 ■ -- — 111111 NMI it 11111 iimii ; mo d _ MEI MIN MII'I -- 1111111 l■ . MI EC rM NM III MI M I ,Zl• NIA Si 2x4 FLAT OVER 2x4 WINDOW TRIM 2xb TRIM —CONT. GUTTER OVER b" FASCIA TYP. 2x4 WINDOW TRIM TYP. 2x10 TRIM 2x4 FLAT OVER 2x6 WINDOW TRIM SHINGLE SIDING 2x4 FLAT OVER 2x6 TRIM 6" EXPOSED LAP SIDINb MAIN FLOOR ■ U FLOOR 2x4 FLAT OVER 2x6 DOOR TRIM SHINGLE SIDING 6" EXPOSED LAP SIDINb MAIN FLOOR R. • UPPER SUL'IFLaOOR 1 - ` R • MAIN MAIN FLOOR 2x4 WINDOW TRIM TYP. • REAR 1x2 TRIM OVER 2x6 FASCIA 2x4 FLAT OVER 2x6 TRIM 2x4 CORNER TRIM YP. • Ix TRIM FRONT ELEVATION xn�. va• . ro• ELEVATION NOTES: I. VERIFY SHEAR WILL NAILING AND FIOL.DOWJS PER PLAN 4 SCHEDULE PRIOR TO IN5TALLIN6 SIDINb. 2. MASONRY AND POOP FRAME CHIMNEYS ARE TO HE GONSTRUGTED PER UNIFORM 9UIl.DIW6 GORE. 8. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE Y'EAThER STRIPPING 4 FLA5HIN6 AT ALL 000125 4 WINDOWS PER U.B.C. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLA51iIN6 COUNTERFLASHIN6 • ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLI6FF75. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DONIN5POUT5 • ALL EAVES, TYPICAL. 7. SEE SHEET I FOR ADDITIONAL NOTES. 2x10 TRIM 2x10 TRIM R ELEVATION w • 12 36" HI6H P.T. RAIL W/ 2x2 PICKETS • 5-3/6" O.G. S.6. PATIO SLAB 8x6 BUILT -UP POST 2x2 TRIM OVER 2x6 TRIM Q� r -f - - 0 SKYLI6HT LAM . &LASS GOMPOSI TI ON SHIN&LES TYP. 2x10 TRIM .... ter... ........•..wm.w...►.....∎∎•∎•• ... 1x2 TRIM OVER 2•b FASCIA Ix TRIM ,t • LIVING R. • LIVING MAIN FLOOR .. ~ -fir• ■ • �. • • �► • • NIC -_ • • X8 4 UN t ` 1/4 (% 1 L • 1 2 003 DESIGNED SY: DATE: TG 1 41 DRAWN SY: DATE: 1 1/6/0 LAMA. BY: DATE: ANW d1 /1S REVRIED SY: DATE: • a ROOM I 1 W ND. I WND. I MANUF. 1 FRAME I WDW. I MODEL I AIR 1 GAS LO-E U -VAL. 1 I AREA UA I uAL u■ w■ www WND N MILGARD I SKYLIGHT k AIR ; z ( 2.16 I STAIRWELL MILGARD VINYL SKYLIGHT AIR 333 000 16.00 8.64 MSTR BATH El N MILGARD VINYL SKYLIGHT k AIR ; z 4.00 2.16 BATH 2 MILGARD VINYL SKYLIGHT AIR 6.00 3.24 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE OPTION NUMBER MAX. GLAZING PERCENTAGE ALLOWED PROPOSED PERCENTAGE GLAZING MAX. VERTICAL U -VALUE ALLOWED • PROPOSED VERTICAL U -VALUE MAX. OVERHEAD U -VALUE ALLOWED PROPOSED OVERHEAD U -VALUE MAX. DOOR U -VALUE ALLOWED PROPOSED DOOR U -VALUE UNLIMITED 16.43% 0.40 0.37 0.58 0.54 0.20 PROPOSED INSULATION CEILINGS VAULTED CEILINGS ABOVE GRADE WALLS BELOW GRADE WALLS (INTERIOR) FLOORS OVER UNHEATED SPACES SLAB PERIMETER DUCTS IN UNHEATED SPACES R -38 R -30 R -21 R -21 R -30 R -10 R -8 GLAZING SCHEDULE PLAN M2130A2F FOYER LIVING LIVING DINING KITCHEN FAMILY POWDER 2 1 1 1 1 1 1 1.50 5.00 MILGARD VINYL 7.50 4.00 7.50 4.00 8.00 2.00 5.00 2.00, 5.00 3.50 5.00 2.00 MILGARD MILGARD MILGARD MILGARD , MILGARD MILGARD VINYL PICTURE SLIDER VINYL VINYL VINYL VINYL VINYL PICTURE SLIDER SLIDER SLIDER PICTURE 5320 5120 5320 5120 5120 5120 5320 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" AIR AIR AIR AIR AIR AIR AIR YES YES YES YES YES YES YES 0.35 0.38 0.35 0.38 0.38 0.38 0.35 15.00 37.50 8.00 37.50 14.00 40.00 4.00 5.25 14.25 2.80 14.25 5.32 15.20 1.40 UPPER FLOOR FOYER LOFT BEDRM 2 MSTR BEDRM MSTR BATH , BEDRM 3 1 1 1 1 1 1 5.00 5.00 5.00 8.00 5.00 5.00 3.00 4.00 4.00 4.00 4.00 4.00 MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD VINYL VINYL VINYL 'VINYL VINYL SLIDER VINYL PICTURE SLIDER SLIDER SLIDER SLIDER 5320 5120 5120 5120 5120 5120 1/2" 1/2" 1/2" 1/2" 1/2" AIR AIR AIR AIR AIR AIR YES YES YES YES YES YES 0.35 0.38 0.38 0.38 0.38 0.38 15.00 5.25 20.00 7.60 20.00 7.60 32.00 20.00 20.00 12.16 7.60 7.60 DOORS WITH MORE THAN 50% GLASS SKYLIGHTS AND SKYWALLS WND. TOTAL: 283.00 40.98 106.28 (NOOK 1 1 6.001 6.83IMILGARD 'VINYL 1SL.GL.DR. I 5621 13/4" IAIR IYES 1 0.341 40.981 13.931 DOORS WITH MORE THAN 50% GLASS TOTAL: AVG. U-VALUE (VERTICAL GLASS): 13.93 0.37 GLAZING % = TOTAL 1 HEATED AREA AVG. U -VALUE = UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) SKYLIGHT TOTAL: AVG. U-VALUE (OVERHEAD GLASS): AREA 349.98 S.F. = 2130.00 S.F. 134.25 UA = 349.98 A (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, O OR E VENTILATION SCHEDULE SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol + 2 Notes: Manufacturer, Model Number, or Equal. ' Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. QT 80 1.5 Sones 63 cfrn @ .25 WG. 'Nutone' 80 dm 0 .10 WG. Use OT 130 (100 dm min.) © all kitchen & whole house fan. Use QT 80 (50 cfm min.) Q all other locations. " All Fans to Vent to Outside. _" All Other Requirements of 2001 WSEC / 2000 VAIQ must be met. 26.00 14.04 0.54 UA I 349.981 134.251 TOTAL 1 TOTAL 2 16.43% 0.38 U -VALUE 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 12.53 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 42600 MAXIMUM BTU OUTPUT • no - -- -- I/2" 6.P.43. • HALLS PLANT SHELF. • 61 -II" A.M.F. pittm 5/4" T. 4 6. PLYYMC"aOD OVER 2X10 FLOOR JOISTS CRAWL SPADE e••••.•....•.• ►•.•........••1. •.••••••.W. ..•.•..•.•.•.• MAIN FLOOR 2x4 CEDAR OVER 2xS P.T. JOISTS coves PORCH FINISH PER ELEVATION OVER 7Ib FELT OVER I/ 2" GDX OR 0.5.B. T.O. BEAM r COMPOSITION SHINb1 S OVER ISIb FELT OVER I/2" GPX OR 0.53. OVER TRUSeeS 1 L4 5 /I6" SCALE= I/4" = II-O" 12 4 ° 4 0 SICYLI6HT IV LAM. 6LAS6 BUILDING SECTION 'A' 12 6 MIL (BLACK) V.S. POSTS 4 BEAMS PER PLAN 2x6 OVER FRAME PER PLAN MANUFACTURED TRUSSES PER PLAN en V OF Tim Mi " JUL i 6 2003 N 1 0010 • UPPER CONT. GUTTER OVER 6" FASCIA TYP. SUBFLOOR It • MAIN HEADERS PER PLAN 2x6 STUDS • 16" O.G. Pi/ R -2I INSULATION TYPICAL, U.N.O. MAIN FLOOR ° X03. Ng 1 84 canp4 JUN 1 1 2 D03 Poi wrcermit .c:r' •� / 7 '> 4` . r r e J , �4 �c� ••..••.•... V0 .\, /► 7 t / 44 • Cl • . . - ( - ' . rq • • • '. C, 6. (n r • a File: D03 -0184 35mm Drawing #1 ICI I I ICI fll ICI i I III I� III I I ICI ICI ICI i I. ICI ICI ICI I I III ICI III I I Inch ) 1 1/16 I I I I I I I I I I I I I I I I I I I I I f 6I 'W[S Slna 11/72 96 t�6 £6 Z6 1L 06 6 8 L 9 9 ti Z . w� IIIIII IIIIIIII IIII IIIIIIIIII��IIIIIIIIIII► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIVIIIIIIII►► IIIIIII►► I1118 I►I►►►►I►►►IIII►II►►IIIII►►I GONG. ` SIDEWALK plans hay ;. hccn r h\'I the Puhli \ r I �A (Srk I)chartnic'.it for cortformanee wd i currisnt 1 i \ nclards. /lcccptancq is st.th' l tO errors Rn0 • which c o not auth tiois of J] s wh 1 do ortz iol ,I;lnp4d standards or ordinayes. The i c r lie adequacy of the sign rests tot with T ' — designer. Additions, d tionsi or revisions to t hese se ■ drawifags after this late will Void this acceptance and will requ' a resubmittal of revised drawings ;or subse nt approval. 2th ,ncIT acceptance is subject to field inspection by e Public Wat\ks utilities inspector. Date: p � By: /uJ ( 7,-J,At‘F \ ' f f - i l Al i NEW- UNDERGROUND ELEC. /PHONE /GABLE ; ‘ I J. 10 I I I \, 1 ►-e O (n I -- SD 4" RAIN DRAIN GAS GAS NEW GAS LINE WATER SERVICE LINE`, SIDE SEWER LINE MNIIIIV MM. I I 1 EXISTING ROCKERY WALL ■ UNDER 4' TALL ■ BSBL in FOE ANT ■ 510 SEWER 5T11B 0 0 1 BSBL 4 16' PATIO MAIN FLOOR FFE 80 SITE PLAN Y =to. STORM 7118 DRAIN • a CONCAVE -DRIVEWAY . --- . .. • v G 36' 105.85' 4 4 4 N TRACT " D " PRIVATE' ROAD GARAGE FFE 78 20' V 4 „ BSBL 1 III III I 1 1 1 I 1 I i I I 111 III III I 1 111 111 111 111 111 III 1,1 Inch1/16 I 21 I 31 I I 4 I I I 111 I 1�1 I 51 I 111 I 61 WESTCOTT Since,tl7a'" II I IIII i 1111 III III 1111 IIIIIII BSBL LOT _421 vG 4 • - 1 l� 4" dla pert. • ?dn. drain 4 i 4 storm Connection of Drain to Footing Oro to be One Foot In low Garage Grade - .111M MEM J Lot 18, of Cascade Glen 38xx South I32nd Place TAX #: 142260 -0180 METER TER F 4 RECEN KWIIA 11 r I N 1 1 2003 W�F1Mr CENTE V