Loading...
HomeMy WebLinkAboutPermit D04-183 - CASCADE GLEN - LOT 9CASCADE GLEN, LOT 9 3801 S 132 PL D04 -183 • • ZQ ,1= W 6 .J U 0 CO 0 W= J fn LL cW O: g u. N Do E"' W Z `... 0 W U� N OH W W'. 2 O Lu U co H 0 Z . f City of Tukwila 196 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Channelization / Striping: Z Parcel No.: 1422600090 Permit Number D04 -183 Z Address: 3801 S 132 PL TUKW Issue Date: 07/21/2004 W Suite No: Permit Expires On: 01/17/2005 D. Hauling: JU Land Altering: UO Tenant: �o Name: CASCADE GLEN - LOT 9 UJ Address: 3801 S 132 PL, TUKWILA WA -J � Sewer Main Extension: N Storm Drainage: w O Owner: N Name: DREAMCATCHER HOMES LLC Phone: N Address: 13407 51 AV W, EDMONDS WA u- Cj) C3► Contact Person: w Name: 3AY KEIROUZ Phone: 206 - 300 -6874 ` ? i Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, #D5 z 0 Contractor: w w v Name: 3 A K DEV & CONST CORP Phone: 206 - 300 -6874 CO; Address: 13407 51ST AVE WEST, SEATTLE WA o Contractor License No: JAKDECCO23NS Expiration Date: 09/04/2004 = W DESCRIPTION OF WORK: u- 0 CONSTRUCTION OF A NEW 3220 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 900 SF GARAGE AND 180 SQ FT Z COVERED PORCH AREA. U co PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, DRAINAGE FOR f ROCKERIES. WATER DIST. 125 & VAL -VUE SEWER DIST. Z Value of Construction: $321,442.80 Fees Collected: $4,104.47 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: N Number: 0 Start Time: Volumes: Cut 300 c.y. Start Time: Size (Inches): 0 End Time: Fill 100 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: Devperm D04 -183 Printed: 07 -21 -2004 �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Date: ° 7 /— !: � / 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 perform work. I am authorized to sign and obtain this development permit. Signature: Date: � Z_ 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. doc: Devperm D04 -183 Printed: 07 -21 -2004 z �w u� D, JU UO w W CO U. w 0 2� LLa IU) D = a �w Z F- 0 Z w U CO off w uj. O • Z: UN 0 F=-' O Z 1 WA C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1422600090 Permit Number: D04 -183 Address: 3801 S 132 PL TUIKW Status: ISSUED Suite No: Applied Date: 06/09/2004 Tenant: CASCADE GLEN - LOT 9 Issue Date: 07/21/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 8: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 13: 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. 14: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. doc: Conditions D04 -183 Printed: 07 -21 -2004 :,:<:._.__._•. e � �;:..�rr+�.rr'.�tS x�o79�i.t, 3ta:s��:��e8rc3'M1w��d�k�$; -��:'a :,.r2 MrlrkY`'v�.. �t.� ;e ;y `,� ` ^ :::w'was?sm�:�car. r;.w • `:w;wur. :,�.�,+,t.Kiy:am� +�uM:i .� 'a�.:4 -... �;..a,.,.a.r�... Z Z �w Q � JU UO U C0 UJ J = 0) U. w LLQ U) D = F- w z 1—O Z~ �5 U° ON o� w LL O • Z • W CO) O F' Z �g City of Tukwila INS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be z underground. z W 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation JU U o off -site or into existing drainage facilities. w = J � 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been (0 u. completed and prior to the Final Inspection. W 19: The Land Altering Permit Fee is based upon an estimated 300 cubic yards of cut and 100 cubic yards of fill. If the 9 Q final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the N w difference in permit fee prior to the Final Inspection. 20: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of z X 0 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed w O areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this 2 5 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. v o 21: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All O- o H disturbed areas of the site shall be permanently stabilized prior to final construction approval. z v 22: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain O system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope footing LLi N _ for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to ~ drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. z 23: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 24: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations. 25: 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. 26: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 27: ** *PLANNING DEPARTMENT CONDITIONS * ** 28: Fireplace cannot extend into the side yard setback. 29: Eaves cannot extend more than 18" into yard setbacks. * *continued on next page ** doc: Conditions D04 -183 Printed: 07 -21 -2004 55 tiu City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Signature: Date: 0 LI Print Name: --� l H ~tom- L'rr�Z doc: Conditions D04 -183 Printed: 07 -21 -2004 z �w 2 JU UO N U) UJI J = r~- CO L W O. LL � =w z x z I-- W5 U O � o F- W Li �U L O ..z W U N t= _ O z tu w CITY OF TUKWILA j Community Development Department Public Works Department ,r Permit Center 1B0° 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** f 2 King Co Assessor's Tax No.: Site Address: J 6 at 50 C_1 -- \tk �32� (_ y r-L t L-*-Suite Number: Floor: l Tenant Name: � h ' h t c l New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: C L i Mailing Address: �) 1 3 6 15 M O tet cy ; t �r3 i 7 I nc4 City State Zip i ONTACT PERSON r ; Name: - 4 1 -?-, Day Telephone: Mailing Address: 4 , 74" City State Zip E -Mail Address: \ Fax Number: �? �,� �L! I GENERAL' CONTRACTOR INFORMATION Ar,,, 1 Y n 7 .. C Yt t '4 t 1, z .v Company Name: Mailing Address: City State Zip Contact Person: L) Day Telephone: o, E -Mail Address: S i�9�- tr Fax Number: Gzi; Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITEC OF RE O T ' C OR All'plans must ie wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER - All plans trust be wet stamped by Engineer "of Record i Company Name: Mailing Address: i City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: t:,., � ,[.:. >•r..;L, n� u'a •Ab+ aS. Eii. ..l3iLL.i'e:JsYa:ii.itit.i;1:t _..... t:.�,�«., nits «:J:ixscwl,�tiv:,a;u;.ar»..u.e. �r :+ui::_ iu;:e,� �..::,�i,ri. Z ~ w Q � 2 JD UO N C0 LU Uj J L r 9 L WO 9_j LL � = W H Z F - O w Uj 25 D U O - 0H W H L O Z W U= O Z AOL 9UYLWNG PERMIT INFORMA i0N 206 -431 -3670 Valuation of Project (contractor's bid price): $ Zafl. eo-a Existing Building Valuation: $ Scope of Work (please provide detailed information): Qb NST�LJ 'a 6—N) 6� PkI Lle • 1 �� _ +A. % L_ Y t� ZY Will there be new rack storage? Fl.. Yes ❑ ... No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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) *For an Accessory dwelling, provide the following: Z �� Lot Area (sq ft): �0 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? ❑ .... Yes ❑ .. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ��^^ [I . Sprinklers [I.. Automatic Fire Alarm El.. None ❑ ..Other (specify) T'LQO 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 -112 x 11 paper indicating quantities and Material Safety Data Sheets. c Z s~ '~ w lY � J UO to o J = F- NIL WO }} �J Wj N = W f— O W ~ W U O� ol__ WW H O .Z U= O Z Addition to Type of Type'of Interior Existing Construction: • Occupancy per -: Existing Remodel 'Structure New per UBC UBC .l" Floor 2 Floor. a .3 :Floor .Floors thnu Basement ;Accessory Structure *, Attached Garage Ol e> Cj Detached Garage :'Attached Carport' Detached Carport Covered Deck Uncovered Deck'> 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) *For an Accessory dwelling, provide the following: Z �� Lot Area (sq ft): �0 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? ❑ .... Yes ❑ .. No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ��^^ [I . Sprinklers [I.. Automatic Fire Alarm El.. None ❑ ..Other (specify) T'LQO 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 -112 x 11 paper indicating quantities and Material Safety Data Sheets. c Z s~ '~ w lY � J UO to o J = F- NIL WO }} �J Wj N = W f— O W ~ W U O� ol__ WW H O .Z U= O Z [C WORKS PERMIT INFLVIATION 206-433 0179 Scope of Work (please provide detailed information): Call before you Dig: 1 -500- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Frontage Improvements ❑ .. Pavement Cut ❑ .. Traffic Control ❑ .. Looped Fire Line ❑ .. Backflow Prevention - Fire Protection 11 Irrigation " Domestic Water " i 't t , f Water District ❑ .. Tukwila.. Water District # 125 ❑... Highline ❑ .. Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila N. Va1Vue El ... Renton El.. Seattle ❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided F-1 ... 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) ❑ ... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ .. Bond ❑ .. insurance ❑ .. Easement(s) El ... Maintenance Agreement(s) ❑ ...Hold Harmless Prouosed Activities (mark boxes that a ❑ .. Right -of -way Use - Nonprofit for less than 72 hours El ... Right -of -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance El ... Right -of -way Use - Potential Disturbance Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut N2 G cubic yards Total Fill 10 o cubic yards ❑. Work in Flood Zone Storm Drainage ❑ .. Permanent Water Meter Size... WO# _ ❑ .. Temporary Water Meter Size.. WO# _ ❑ .. Water Only Meter Size............ WO# ❑ .. Sewer Main Extension ............Public Private ❑ .. Water Main Extension .............Public Private El ... Grease Interceptor El ... Channelization El ... Trench Excavation El ... Utility Undergrounding ❑ .. Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip ..c�•»o•,s• -»r ^* �i• rw�momramxtm +ex+ay�x.Mwuta�AM,�'J.k II f � Z -Z UO Cl) 0 W-r N u. WO . U CY = W H F- O Z H W UC) O Cl) � i— WW U- O tl! Z U= ~O F- Z io 1VIEGHAI�IICAL .PERMIT.INFORMATION ;206 - 4311670. MECHANICAL CONTRACTOR INFORMATION Company Name: 1� ZL tt�t Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ "T 5 - 0 - 0 Scope of Work (please provide detailed information): i I Y 5 .L t - fi h V!d7 �. X Use: Residential: New ....� Commercial: New .... ❑ Fuel Twe Electric ..... ❑ Gas ... ,9 Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Oty Unit Type: Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTU I Air Handling Unit >= 10,000 CFM Other Mechanical E ui ment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU. �+ Floor Furnace Ventilation Fan 15 -30 HP/1,000,000 BTU. ' Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU - Appliance Vent Hood 50+ HP /1,750 000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM F Tncinerator - Comm/Ind PERMIT APPLICATION NOTES Applicable to aU permits in his `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 THIS PERMIT. BUILDING O WNER OR A /D` ate: L Print Name: Day Telephone 'OnK) � Mailing Address: GP-7 � City State Zip Date Application Accepted: Date Application Expires: Staff Ini ' ls: lg7 ` k 0 y 1 s4cp fMfF7pt R I Z ~ W W UO to o CO W J = H NLL W O LL Q co = d �W Z H l- O Z 1-- �5 U� O� O F- WW I F LL - 0 W Z U= O Z 4& PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NA _�.SCrt�r � (_ PERMIT #)!2 (1 -1,04r 1. APPLICATION BASE FEE s250 (1) 2. Enter total cost for each improvement category: Free 51-100 General —' $37.00 Erosion prevention $49.25 10,001— 100,000 Water /tea PLUS $24.50 for each additional 10,000 or fraction Sewer thereof. 100,001 — 200,000 Storm water PLUS $13.25 for each additional 10,000 or fraction Road /Parking /Access 3.5� 200,001 or more A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. Z5 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. 00 4. TOTAL PLAN REVIEW FEE (B +C +D) $ Z (4) 5. GRADING plan Review and Permit Fees 3 $ d --' (5) Enter total excavation volume _ ' cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY RATE IN CUBIC YARDS F� TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION oo (1 +4 +5) $ S_ ,� The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter: Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 z �w _U 00 N 0 J = Tti w La N � = F _ w z = F- O w ~ w U O� o� w L L .z w U= z 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1� 200,000, PLUS $7.25 for each additional 10 or fraction thereof. F� TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION oo (1 +4 +5) $ S_ ,� The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter: Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 z �w _U 00 N 0 J = Tti w La N � = F _ w z = F- O w ~ w U O� o� w L L .z w U= z J . �4 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees _ Od 6. Permit Issuance/ Inspection Fee (B +C +D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitiqation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% 10.00 15-10(75% 7.50 10-7(50%) 5.00 7-5(33%) 3.30 5-2(25%) 2.50 2 -1 10% 1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavatioq,, f �qd fill volumes from Item S. Q UANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101-1 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1' 1000, plus $14.50 for each additional 1,000 or. fraction thereof. 10,001— 100,000 $325.00 for the 1' 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000, plus $36.50 for each additional 10,000 or fraction thereof. $ (8) z �z �w QQ JU UO (0 o C0 W J = U. W O U - W :3 =d w z� 1-0 z f- W5 U� � H W LL O w z U= O� z Approved 09.25.02 2 Revised 03.18.03 ` � Revird 05.1313 �,; : ; PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees i { 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees $ $ $ $ Total A through G $ (10) C ) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. c lea f o�- Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 z = Z ~ w Q 2 JU UO CO co W J= H CO w. w O 2� J w ?, cod = w' z 1— 1--0 z 1— w LLJ U� ON 0H W W- H Ly ti O ., z O 1— z 9� i�g Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1422600090 Permit Number: D04-183 Address: 3801 S 132 PL TUKW Status: APPROVED Suite No: Applied Date: 06/09/2004 Applicant: CASCADE GLEN - LOT 9 Issue Date: Receipt No.: R04 -00929 Payment Amount: 2,345.73 Initials: SKS Payment Date: 07/2112004 02:48 PM User ID: 1165 Balance: $0.00 Payee: DREAMCATCHER HOMES LLC i TRANSACTION LIST: Type Method Description Amount Payment Check 2399 2,345.73 j 1 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 2,236.95 { PLAN CHECK - RES 000/345.830 7.28 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW PERMIT /INSPECTION FEE 000/342.400 25.00 STATE BUILDING SURCHARGE 000/386.904 4.50 i i Total: 2,345.73 I i i i 4 i doc: Receipt Printed: 07 -21 -2004 i z Z' �W UO Cl) O CO) i. J h-: N U- W L L U� = WW t- O ZR LU �5 v� 0H WW LL O: Z Ill CO ) U= OH Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: r- Address: Suite No: Applicant: i Receipt No.: i Initials: User ID: R04 -00690 Payment Amount: SKS Payment Date: 1165 Balance: 1,758.74 06/09/200411:12 AM $2,309.75 Payee: DREAMCATCHER HOMES, LLC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 2379 1,758.74 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,446.74 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 25.00 Total: 1,758.74 :..., -1665 06109 9716 TOTAL. 3430.12. doc: Receipt ...... . ' Printed: 06 -09 -2004 1422600090 3801 S 132 PL TUKW CASCADE GLEN - LOT 9 Permit Number: Status: Applied Date: Issue Date: D04 -183 PENDING 06/09/2004 z 3:Z �W Q � JU UO to Q C0 W J 3: U. W� tL C d �W z� �O z r -. W U� ON W W LL — 0 W z' L) U) O z INSPECTION RECORD , d Retain a copy with permit q INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �10ject: Type of Inspectiop: A ddress: l / ► Date Called:' 1 �.� L/� Special Ins ructions: Date Wanted: a.m Requester: Ph ne No: :? O'' - V9 7141 Inspector: Date: . $58.00 REINSPECTION FEE REQUIRED.- Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: � y Z Z �W �U 00 Cl) 0 w= N LL W O 9� W? co) d = W ?� WO Ljj � p. U 0 F- W H P LL ed Z U= O Z 4 INSPECTION RECORD Retain a copy with permit_ INSPECTION NO. F2�) A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431-3670 Proj r� &."', Type of Inspection: a-V A ress: S. Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Er Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: :1 �� - g- $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 I Z- W� JU UO Cl) C3 W� S2 LL WO 2 aa LL ? N =W Z F- ZO W U� O 0) D F- WW LL z U= z INSPECTION RECORD S 2 8 Retain a copy with permit i INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 j3670 Proj 6t: q �o P l0 1�Py� i Type of nspecti f f too d tcl_l I01' Aq_ire s: s ' Date Called: Special Instructions: Date Wanted: a.m. ;�L- _Q p.m. Requester: Phone No: Q xpproved, per applicable codes. Corrections required prior to approval. COMMENTS: P C l Inspector: Date: M $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: I Z f— Z . �W QQ� JU UO W = C0 LL LijO LL a = W H Z X ' HO W ~ W U � 10 CO or- WW Ly H tt. O Lll Z U= Z 2 - 7 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Approved per applicable codes. IR Corrections required prior to approval. COMMENTS:' Type of In pection: AddrKss: Date Called: /,p Special Ins ructions: Date Wanted: a.m. A i wcA � � r ov�-� ra� ��✓ SkAi ( VA rck V' W eCA.t'r A v , Iry OA -ev" r 10) r a CI O V (A hUU SC. Amy- nspector:e� � (} � Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: Prgject: Type of In pection: AddrKss: Date Called: /,p Special Ins ructions: Date Wanted: a.m. Request .. P r _; 2,� Y '9�&90 ne No: � �� --- 01 e 2 . idi= .G.RS+i✓s�;ra$5. lit 'fa:w;.`.+- ``,x.��iS.v3+:`di 4k'ic'.Ki2= .t:L "t. �. f_:. A�.'.fu.;.i '«aA.t4ia+.`w:.:..une� ».it1.c• Z Z �W �U 0 0 y0 co LLJ J F TLL WO LL C') = W r Z H O Z F_ LLI W U O - 0 H W W. �Z 111 to H � Z INSPECTION RE( :011D 1 Retain a copy with permit INSPECTION NO. R CITY OF TUKWILA BUILDING DIVISION Pi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 -3670 Proje ra Type of Inspection: jj � r)o Y" Address: sgo I S' . Date Called: Special Instructions: Date Wanted: p a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 7- COMMENTS: I.S C rc' LA-1 1 0, i2ac mo Ps V\ T-0149ov-; x'- 2- 1 2 U AL, - N00Y - CA C cle 1 I 41 C- -e vy\ " y VVA I V\ " vvx AI I L VV\ 6 C k-L&4 arc C C)V\ C'r' �0 Q C �-P 6( v 70 LU C4 Ck r C -f Inspector: - 0 — I Date: I L I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I Date: I z Z 3 u 0: 00 CO W W x J �- LD U. WO 2 � EQ Cj) CY Z 1- 0 W H W LL I 5 co 0— -WW LL Z � Z' INSPECTION RECORD Retain a copy with permit u� �' �` C� INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P oject: 146+ 4 Type of Inspection: ess: 0 3'lP Date Called: - -- _So , Special Instructions: F o r Date Wanted a.m. 1171 0- 5 Requester: i�? u ( S �/LQ- GL•I'""/� Phon�Non: p Approve �er applicable codes. 1 ( C ections required prior to approval. COMMENTS: W ij (Receipt No.: Date: r' ` --- ' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z fQY W . 3 0 CO 0 w= (0 U WO 95 LL 4 co :) = �W Z I- �- O Z F- 5' U� O N O H W H u. O W Z to O Z 5 INSPECTION RECORD Retain a copy with permit W INSPECTION NO. CITY OF TUKWILA BUIL DING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Project: � Tyf Ins ection: Address: a Date Ca leCa le Specia Instr ctions: Date Wanted: a.m. Requester: Phone No: Receipt No.: Date: Z ~ W J U UO W= J N LL WO LLQ N d = W H Z F- I— O Z I— W LU �0 U O N C) WW H � U- •Z W U= O E- Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. By I INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct: � JJ Type of Inspect: i -h� ( 1' t Acc_,( Address: o 1 r a Date C Iled: o a &' Special Instructions: Date Wanted: 61�A. / p.m. Requester Phone No: Rio - 3o0 -GAS 7. Approved per applicable codes. Corrections required prior to approval. COMMENTS: C 0 1^,11 A lin- »" O -z ccA- Inspector: ,r� i Date: 471 O) 7 Receipt No.: Date. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z Z ~ W JU 00 C O a W N (2 U W� } 9-j U) TO l.-W z F- ZO W to U� a tr-- WW LL LLI z co O z Earth Consultants, Inc W Gmtcchnk"I I IS01we s, Gmk4oms A 1:1nirtN111"It;J _"111lsls Wi.- Antcik)n Tia-019 & ICM / WAI30 IttgxrtkMt _%_-Mc s 1805136th Place N.E., Suite 201 • Bellevue, WA 98005 � Bellevue (425) 643.3780 • Toll Free (888) 739.6670 FAX (425) 746 -0860 DAILY FIELD REPORT Project Job Location General Contractor's Grading Contractor Are approved Plans /Permits on -site ❑ Yes ❑ No If No, contact the building department or explain below: Project No. Permit No. eld Rep. )c, C, Job No. T- I( >I _76 Page of l r Time Or Site Time Off Site Dat 1 ;cep ( 2', �^ Z `t QS Travel Time Miles Weather ;-�. Permit No. I Hrs. Charged I Visitors ClienUOwner Received Un By I Date Day COPY TO: CONTINUED ON NEXT PAGE ❑ z ��— z W QQ � JU UO to Cl J = H to LL WO LL ¢ CO = C�— W Z F- 1- O W �5 U� O- OF WW I— H LL O LLI z U= O z , c G 1 C .r 1 II ;-�. ♦ t .r c P l ` C 11CY C t1 rr, - G. c ca r� C O 1 �S BC ,R a� FXPI ;7 - 'Z C( 2tx� COPY TO: CONTINUED ON NEXT PAGE ❑ z ��— z W QQ � JU UO to Cl J = H to LL WO LL ¢ CO = C�— W Z F- 1- O W �5 U� O- OF WW I— H LL O LLI z U= O z ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1> Approved per applicable codes. Corrections required prior to approval. P ect: le T Type & Inspect -: A L1�2�dLd' Address: D Date Calle : c structions: D Date Wanted: //�� i 9`0 0 p.m. Requester: P{}pne�.�Vo: ) 30 o u a I COMMENTS: 1 { . i t S i Inspecto . Date: 0 M 547.00 REINSPECTION FEE REOUIRED. Prior to inspection. fee must be Receipt No.: Date: Z H'. '~ W JU U O (n o J � U. WO LL N d �W Z W LLJ O U� :O N 0 �- WW HC LL O . LLI Z U N O~ INSPECTION RECORD ` Z-- Retain.-a copy with permit ~' INSPECTION NO. PERMI N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 Pr ject: Type of Inspection: -. f �. Address: d Date Called: JIL-1 -() Special Instructions: Date Wanted: ' ,M 1 �Z -v Requester: Phone No: Receipt No.: Date: t Z ;f Z �W QQ� JU UO D W= I— �LL WO UQ co = F. W Z S ZO LU W U� O� C H WW H� LL O tll Z CO) O Z "paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { INSPECTION RECORD Retain a copy with permit INSPECTION NO. P N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 "(206)431 -3670 Approved per applicable codes. COMM, NTS: r j ct: C 7 j d & Typq of In ection: A . �/ / l'1J r Date Called: I �Yt UM4 Special Instructions: r ' Date Wanted: L: Requester: Ph6ne No: U -- 0 0 Receipt No.: Date. orrections required prior to approval. inspector: �/ ,ate: 1 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z W QQ � WV U ND J = to o W� U-a U :3 Cl !— _ ' ?H H O Z U— W UJ U O - 0 F- WW U LL ~O. Z U =, O Z INSPECTION RECORD Retain a copy with permit Q �� INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 "r e t: Type of I r Ad ess: C ) Roj 1 1 eh Date Called: //a/"/ Special Instructions: Date Wanted: Requester: -Y CL -- I 1 ' FTC 9TAIT D _ -- / c Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: 40f ta� nspector: Date: L] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2eceipt No.: Date: C 0 Z �W �U U 00 CO w J I TLL w� LL Q Ca a . �W ? H. ZO W5 U� O N C3 I— W W H0 �O iu Z U= O Z INSPECTION RECORD 1 Retain a copy with permit INSPECTION N0. PERMIT'NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P A e No: Approved per applicable codes. Corrections required prior to approval. t` OM`M ENTS: 0 f Pr ct: Type of In i A e / t o Date Called. Lo ct Special Instructions: } Date Wanted: a.m. :r`lr Requester: l 6) /6C �� Receipt No.: Date: Inspector: � i / uate: ,� l/ -" $47.00 REINSPECTION i E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z }�— Z W QQ� JU UO ND co W J = to U. w LLQ to 2 F W H O LU W U� O N o ir- W W H l!! Z U N b H O Z ' 'INSPECTION RECORD A a copy with permit a INSPECTION N0. PPE * w CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,1 -: Pf aject: \ S hG 1 or or r Type of Insp do : t t­("noa - ess: ( J , Date Called: bl e S ec I Ins ructions: r Date Wanted: a.m. :m. Requester: �. 1'2 ti JD 1 G )r ` 4e' h �� Pone No: J Corrections required prior to approval. F] Approved per applicable codes COMMENTS: l 12- i \ S hG 1 or or r hCA Q , c l ti �P p ��. j n 44 e n -0 �z Ad I �. 1'2 ti JD 1 G )r ` 4e' h �� A x A 0 � ( Ir , l ' 77 a S4,AQ bCrVk Y, __ V10.1 CLA v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W f � JU UO W= NL w a LL � I=— W. Z f. 1— O Z F- LU W U� � H WW H 111 Z U= O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 = 6ib P ject: J Type o specti n: A" ss: 1 ate Called: nn Specia l Instructions: Date Wante& i a.m. I. . Requester: P No n ti t� Approved per applicable codes. Corrections required prior to approval s 1 i f COMMENTS: 44 i y . . Inspector Date: )j I •. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be _...... . . --- w _ - - - - -- ^1 - -A .+..e.._ ,AA / - 1: .— Receipt No.: Date: Z �Z C W aa � JU 00 cf) C3 W J N LL WO U . to _CY F - W Z t- z0 W W U� 0 co H W W F=- --U O Lll Z tJ 2 O Z INSPECTION RECORD ?:' J Retain a copy with pern'rit' I-3 C INSPECTION NO. P E 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 )431 -3670 T tct: k-tz( Type of Inspe d r I Date Called: U p� O ' SITecial Instructions: Date Wanted: m! p.m. Requester: � CK COMMENTS: Approved per applicable codes. Corrections required prior to approval. ;j 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: i y Z '- W JU UO 0 w= Lo LL WO I-j U. j (0d =W z F . ZO W W U� O� o F- WW H- 111 Z V= Z INSPECTION RECORD i Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Projec� .P Type of Wspection: hh Par a Address: 2 S 1 1- Date Called: 1 -0�- 3pecia Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. n Corrections required prior to approval COMMENTS:, V 5r'P I or �. �P v' r2 r V61 r — A•YGC U t' Y \V C4 S f 4 'P ' e"" A- t ` AI Ll l,J 1� , 1•, G, t' y v v��P v - G o ca L "7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z �z M W JU U W = N LL W } O } J. U. Q _° F- W z H I-- 0 z F— W U� ON o H- W LL XU LL O !d Z U 0 0 H F- z INSPECTION RECORD eNO Retain a co py with permit �� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M { i o�roi ro n' Type of Insrr tn: Adel e p � � + Bate Da te Called: I I Q Special Instr ctions: Wanted: 2 Requester: P hone No: 1 h 5 p t 1 I-e W ro l r rec - I-( oA 4' t Fl Approved per applicable codes. 0 required prior to approval. COMMENTS: , r'G� ' o ►�G 1 c 1 h 5 p t 1 I-e W ro l r rec - I-( oA 4' t A -el `7 CC4 I 1 )n 1 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: 7 N J Z �W �U UO y0 J NLL w� J LL Q CO) D = �W ZO 5. U� N (3H WW I- U . LL LlJ Z CO) O Z INSPECTION RECORD -Dcw-t- Retain a copy with permit I INSPECTION NO. PER 0' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 Proje Type of Inspection: A Address: Date Called: S \ o J / Special Instructions: Date Wanted: a.m. Requester. Phone No: corrections required prior to approval. FlApproved per applicable codes. It h � "I` Inspector: e jDate. F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior I Receipt No.: I Date: z 1 1-:' +-- Z W JU L) 0 (no LU LL W 2 � I LL W z 0 W LU 5 N 0 a f-- W W LL Z WCO 0 Z INSPECTION RECORD Retain a copy with permit NPER g INSPECTION NO. O CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 r 'ect: fj ffCA Q V^ 1A Type of In pection: �Pr\ I h A s : Date ailed: _ d Special Instructions: Date Wanted: a. . ©� p Requester: � Yi Ph e No: .r f R Approved per applicable codes. Corrections required prior to approval. COMMENTS: fj ffCA Q V^ 1A -e �Pr\ I h PPCA 2. c>DV yr vG 'Pa W ti lr - e � Yi ' V IDO>r - era( ,n/) e =3 v\ 3 . coVX'k y s vn�e 4- 7— cc :i �j ' r(fjj -e " iu L7hU P 0 ,, - 3 I C o , Ie nspector: $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: 1 i 4 1: Z �W QQ � JU UO W= N LL W O LL Q N� �W z I-- HO Z H j U� O� D F- WW H� LL Z LL! U= O Z INSPECTION RECORD 16 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I ) 4"' ' s W T N -3670 P j ct ' Type �I spection: ! Adp 9 A ess: � � t Date GQlle Q V 3 ecial Instructions: Date Wanted: p. M. Requester:. Q P one Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 0i Ot I C 0 V r C c, e I v� c. o -ec r F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W W� 0 c W= �LL WO LL N = W ? !-- WO W U� O N � t-- WW LL H W Z U= Z I INSPECTION RECORD J Retain a copy with permit ., INSPECTION NO. PERM NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 a & CZ� Adtjre; 1 Ph N Approved per applicable codes. Corrections required prior to approval. i t f 1 ! Inspector: Date: t � i $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: I P ject: Type f nspection: V4 s: i 1 to Called: Sp ecial COMMENTS: c 1 �P P Instructions: o 'Z' Date Wanted: Requester: COMMENTS: c 1 �P P ( Z '~ W �QQ � JU U0 W = N tl. WO LL Q N� TO ' Z F.. ' i-- O W ~ W U� O CO), �H WW H� LL Z. 111 U =. O ~. Z INSPECTION RECORD Retain a copy with permit W INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Cascade G1 e n Type of Inspection , form' Nam Address: S 1 32rJ Pf Date Called: Special Instructions: � � �a wil be YQad ` a� 11: � o . Date Wanted: � � � — o�' a.m. m Requester: Phone No: 206 LL F] Approved per applicable codes. Corrections required prior to approval. t. . COMMENTS: v A 4 01 si oC. i Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. aceipt No.: Date: Z 2 Z ' W W� JU UO 0 J N LL WO U� = W Z� WO W U� O N o� W w H �O .• Z W U= O~ Z ? INSPECTION RECORD Retain a co with p ermit 0v �f INSPECTION NO. cop h p PE N SX CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 V Pr CC Type of Ins ection: A bdkess- Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z -- Z ' Z UO W� N WO J LL F=— _ Z F... W �5 U� rn O— � tr. W UJ 3:0 �O .• Z W U= O F- Z ` n L— P6 `,/ t Date Called: / i t , 2- 6 S p ecial uctiorts: Date Wanted: a.m. Requester: e Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z -- Z ' Z UO W� N WO J LL F=— _ Z F... W �5 U� rn O— � tr. W UJ 3:0 �O .• Z W U= O F- Z ' INSPECTION RECORD Retain a copy with permit D�"1 INSPECTION NO. PERMIT NO. c; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' Type of Inspection: AARreW � � � Date Called: z , Special Instructions: Date wanted: V Requester: S P one Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: !L e-r '?t r `CG/v\ A v^-, � fA 4 VA' n i i, S�eefi Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be -. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: '?t r `CG/v\ A v^-, � fA 4 VA' n i i, S�eefi r ,� �,r ✓ '� r 1 0�j eyl � � e YCA 3. SVV\411 o 1 h I !! ' O -C v— 1 00 'V' , CA e r U A rG 'e ","-e .Y r vu,�� t e44f 1(j Z H W UO CO) S2 LL WO 9-j LL Q to = �W Z H F- O Z !— W W U ON 0 E- W U" O W Z U =. o � Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. i ..CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. / irk : 1 0or tf Q. -'✓' th S iLace ` it S emAkIrlm cl ( Y�&A -2 ,0vt .{ l r c1 MA R 1MG i h f u -era vio the 3 v G VAA ke M ` vt 0 r b Inspector: Date: $47.00 REIN SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at15300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt NO.: Date: Y►�l �,.. ��iwd • i1L, R. l.% Y` C.` i4.: S�''. �t# PWY, 4 ..' 1' Y��` u2, C1; Ji617. ii' a: i A •. S: c�. i1: nb. 1t::.'. �+ 3' w' tq «N:ka��>zrvLS: Z sr' W JU UO W� N LL WO Ua cf) V Z� H O Z H W U� O N OH WW H �. V- iii Z: U= 0 F- Z 3 ' INSPECTION RECORD a Retain a - copy with permit INSPECTI • N NO,. PERMIT NO. , CITY OF TUKWILA BUILDING DIVISION ± ' 6300,Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of In Ad -ress: Date Called: Approved per applicable codes. Co rrections required prior to approval �.:�' Inspector. Date: X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z J— Z W QQ � 3 UO W UJI T LL. WO U. CO a H =, Z� H O Z H W W U� O S. 0 I-- W W I U. ~. — O. Z.. W U= O Z INSPECTION RECORD Retain a copy with permit 0 INSPECTION NO. PERMIT NO. ' `, .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., *100, Tukwila, WA 98188 (206)431 -3670 Pro} Type pf_l. spec ion: Ad ess: ' Date Called: D 1. - 0 , 14 Special Instructions: Date Wanted: a.m. 4.f _ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. «: -, ::. COMMENTS: o v►rr •J. • Inspector. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ,at b300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: r Z '~ W f � JU 0 CO J = T LL WO LL.Q .c = I.. W z zo U� O N D 1— W W H� LL —0 U_� li 3: . z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUkWILA BUILDING DIVISION )v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ect Type f C44�e, Y' CTP-4'r- i 1 - 7 Ad 15K 6 1 '5 Date Called: v Special Instructio Date Wanted: 1. 0 1 L9 Requester: P4bne No: e-) k FlApproved per applicable codes. Eg Corrections required prior to approval. COMMENTS: j C44�e, Y' CTP-4'r- i 1 - 7 I 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: z 3: LU JU 00 CO) 0 co LLI W x J I.- S2 U- W cf) :D W WO LIJ U Cl) 0 LU U j F- — IL 8 iii z co C) — Z INSPECTION RECORD Retain a copy with permit INSPE ION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 o'ect: _ Type�f Inspection: .4 J A 191111 ss: / (� I ate all : pecial Instructions: Date Wanted: !� M. Requester: r23A 3 Approved per applicable codes. �Cor�tions required prior to approval. 0 , a I 1 Inspe o : Date: 0 )� 17,00REINSPIECTION EE REQUIRED rior to inspection, fee must be at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. 10 ceipt No.: Date: Z W W� UO N 0 J � N U- WO L? = d. �W Z F- ZO w W U� O� C1 E- WW LL Z U= O Z 4 R INSPECTION RECORD ' Retain a co py with permit INSPECTION N0. PER IT O. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ject: Typ o Insp ction: r � ,,( � Date Called: !1 S ecial Instructions: Date Wanted: O a.m. P Requester: Moo No. .-D) oo Approved per applicable codes. Corrections required prior to approval $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z W JU UO W� N LL WO 9-1 Nd = W H =. H O Z H W U� :O co O F- W W H H LL Z 111 U= O Z INSPECTION RECORD 904- Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: XO GIP Type of Inspection 4 JC �Oujr F� Approved per applicable codes. Corrections required prior to approval COMMENTS: Address: . 801 S 13:2-J P1 late Called: L3_30-104 Special Instructions: L od Dale Wanted: 6-3104 a.m. - Requester: -Ta y Phone No- F� Approved per applicable codes. Corrections required prior to approval COMMENTS: - n a 1 Tv I Inspector: 6Q7: 7b(AF/a I Receipt No.: Dat r_J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 0 00 too co W, W LL 0 L V LLJ 0 Z I_ UJI L :3 U 0 UX 0 W W 0 LL LLI Z O Z INSPECTION RECORD ' Retain a copy with permit / INSPECTION NO. ' IT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 )431 -3670 I v. d - 76e Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 11spic r: Uate: 47.00 REINSPECTION F REQUIRED. Prio to inspection, fee must be P 7,00 at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. 1 11ftialpt No.: Date: Pr jf-cit: Ty Inspection: Addresj z 9 Date Called: (')� /� Special Instructions: Wa led: a.m. Requester.- I Ph e Z -� Z '. �W 00 WW cn I W 9 L L co) = �W Z I__ W W U� O— o E_ WW 1� 0 H� z INSPECTION RECORD Retain a copy with permit fJ1 S t- INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION vkJIR 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )4 1 -3670 Pr Typ of Inspec 'on: A ess: S. � i Date Calle : 9 O S aal Instruc ions: 1 (( v /� ` /' y� Date Wanted: o O Requester: ... (� Phone No: — r IN pproved per applicable codes. F1 Corrections required prior to approval. Date: � .00 REINSPECTIO FEE REQUIR . Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: Date: I Z W _3 U U (n o J = N LL WO LL Q C , 0 d = W H ? F– H O Z H W �p U 0 H LLJ W W Z L11 U= Z 'iN I ' ILA, 01 City of Tukwila _j 1 Steven M. Mullet, Mayor G) 0\ % Fire Department Thomas R Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. - f.} —1 b Proj ect Name 1 Z C. Address E _Z C_ Suite # . schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized S FINALAPP.FRM ture Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-443 Z Uj 0 U 0 Cl) a co LU LLJ _J CO LL UJ 0 U. CO) LU 3: 0 Z �_ LULU 5 Cl) 0— O H LULU 7: L) 0 Z U = p 0 Z From: Marcus Eldred To: Jihad Date: 212412005 Time: 7:54:04 AM Page 2 of 2 A4 MARCUS DRYWALL, INC 2706 NEWBERG ROAD SNOHOMISH, WA 90290 PH. 425 - 335 -4253 FAX 425 - 334 -1114 02 -24 -05 Jihad Keirou JAK Inc. / Dreamcatcher Homes 13407 51" Ave NE Edmonds, WA i Re: Vapor Block i. Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to the Lots 9 and 10 at Cascade Glen: Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. �2) 1a3 RECEIVED FEB 2 8 2005 BUILDING DEPARTMENT Z g 1Z J U. UO. NQ J �— 00 U- w O U- ¢ UJ rn �. = C7 F- O" w ►—. W U cj, o }- w w' U 0 U 3: Z DEC -02 -2004 02:13PM FROM- ARCHITECTS NORTHWEST ),/ ARCHITECTS NORTH Architects Northwest, Inc. P: 425 -485 -4900 18915 142nd Avenue NE F:425- 487 -6585 Suite 100 Tall Free: 1-888-ARCH-100 Woodinville, WA 98072 Email: ANWGArchitectsNW.com November 23, 2004 To: I3uilding Inspector RE: Dream Catcher Homes Subject: Architects Northwest Plan M3220A3SU -1 425 - 487 -6585 T -744 P.001 F -789 At the kitchen wall where sheathing was not properly carried up to the top of the joist cavity the shear was split at the top plate. Install LTP5 @ 9" O.C. to complete proper connection. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Sincerely, Zachary R. Adams Architects Northwest, .Inc. RECEIVED DEC - 32004 DE ArRTTMENT 19 Z H ;f- w � D JU U U) U J X �L w O U- a U) D = �w M f- O Z t~- LU Lg, L) 0— off wW LL O .Z w N H H. O Z ti NOV -17 -2004 02:09PM FROM- ARCHITECTS NORTHWEST 425 -487 -6585 ARCHITECTS lil Architects Northwest, Inc. P: 425 - 485 -4900 18915 142nd Avenue NE F: 425 -487 -6585 Suite 100 Toll Free: 1 -888-ARCH-1 00 Woodinville, WA 98072 Email: ANW@ArchitectsNW.com T -629 P.001 /001 F -566 November 17, 2004 To: Building Inspector RE: Dream Catcher Homes Subject: Architects Northwest Plan M3220A3SU -1 The header above garage bay 3 does not need to extend longer than 10' for shear capabilities. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Sincerely, Zachary R. Adams Architects Northwest, Inc. Sf1dR 1 a3 RECEIVED DEC - 1 2004 DEPARTMENT Z W J0 00 to o Co UJ: J = H Co u- w 9-J U. CJ) = �w z= z o. W UJ �o O N' off w u- o .z O Z E Y NOV -11 -2004 02:05PM FROM- ARCHITECTS NORTHWEST 11/10/2004 14:44 4coouoa�u. 425 - 487 -6585 T -561 P- 002/004 F -424 FIELD REVISION FOR DREA CATCHER HOMES .1. . AN ARCHITECTS NORTHWEST PLAN PLAN M3220A3SU -1 TUKWILA, WASHINGTON RECEIVED NOV 12 2004 DEPARTMENT I !-EXPIRES 8/23/ _ NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid If it is a wet stamp. Jamieson Con:uking Job No. 24211 FR JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 739 7TH AVE STE 108 KIRKLAND WA 28033 4215 808 -21581 FAX 803 -3289 ��I - 103 zz " W a � JU U 0 CO J = CO U - w 0 J u. Q V] = a �w z� �0 w ~ w U� 0 - o t-- W W. u o w z U (0 H� O z NOV -11 -2004 02:06PM FROM- ARCHITECTS NORTHWEST 425 - 487 -6585 T -561 P.004/004 F -424 JAMIESON CONSULTING JOB INANE C.�WeuvE�t.•c+s JOB NIL By r3S TM AVE 03108.1X+AND WA 98033 DATE SHEET NO. OF �.., .426) =-Z91 o FAY (446) 803.5289 PHDB (EXI5TING) RAISE PHDB TO TOP OF 4 X 8 BEAM Y (PROVIDE COUPLER <i FOR 7/8" ALL THREAD A5 REaD) ' 8d 0 3" o.c. SHEAR WALL NAILING ADD 4 X 8 BEAM AS F- A CM S 1 D E OF SHOWN SKAOCH i a I t I ' I i 3 d z �— W o 2 5 C.) UO 0 w= cn U. wO L L co) a �_ z�. �O z� W 25 U� . 0 F- Ww U. �. O 11J z U_N o z NOV-11-2004 02:05PM FROM-ARCHITECTS NORTHWEST 11 10/2004 '14:43 ,s �i 14 P* L IT I L V, sm 7 A �$ D PROVIDE 4•X 10'JOIST' FOR HTT22 ABOVE, SEE DETAIL F A L ... 2 PROVIDE 3L=MINAL SILL 411 A IS PROVIDE CONCRETE STEMWALL-".ABOVE FINISHED SLAB SEE 01 . & TAIlL AwrucNED WT 2.2- 'AT THIS Lor.A MAY RF- RF-PLACED VJ1 A 6/8" Of ANCHOR BOLTS 016" O.C. 9 (9) 600ANCHOR BOLTS REQ'D (6) 5/8' 16 ANCHOR BOLTS RECI'D USE 5 0 0 ANCHOR BOLTS W1 r X 7 X 31 WASHERS @ V-0► aC..U.N.O. UNDATION PLA mito Z w W 00 cl) Q U) w UJ LL W U- co D c% LU Z F- 0 z 1- W LLI 5 cl) 0 a � W W L 0 z U O ~ F- z 425-487-6585 T-561 P.003/004 F-424 Igo CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 F" W" Peniiii'tenter /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) I� MECHANICAL PERMIT APPLICATION NO.: / D � BUILDING PERMIT APPLICATION NO.: ' o Project Name: I 4:�; L �g 4"n' Site - - 1 - br- L>'yk L'k REVIEWED FOR 7DFCQMPLIANCE I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below : APPROVED A. ❑ System Analysis - W.S.E.C. Chapter 4 (submit documentation) JUL 16 2004 B. ❑ Component Performance Approach - W.S.E.C. Chapter 5 (submit documentation) C. Prescri p p rescriptive, tive O tion - W.S.E.C. Cha ter 6 (for rescri tive, complete the following LaZC7. Of Tukwila House Square Footage (heated space): 3 z NG DIVISION X 20 BTU/h Maximum BTU of Heating System Output ❑ Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) ✓� ��T'LF 3. Other Fuels (gas, heat pump) ° q x II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A 6F4 below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. ❑ Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ . Exception for outdoor air inlets - Forced air heating system w /interior doors undercut 'h" 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) a Prescril2tive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 3 - Z 0c 2. House Number of Bedrooms: - 3. Required Outdoor Air Table 3 -2: Minimum - 5 cfm Maximum-- / !a3 cfm �r A I V , Effective: 711102 �► lapplications%heatinp and ventilation system — form h-6 (7.2002) i 1' z '~ w � D UO 0 CO S2 LL w u_ � =w z� HO z E- w W �o 0 C OH W �F LL O W U= O Z 'FAW ! - VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Area ft2 Bedrooms Maximum Length Feet 2 or less 3 Maximum Elbows' 50 4 5 6 7 3 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 50,14000 NA 't-I 9'Yt 50 — 0 too 2 C -'N 0 L i di C .1:1 030-' �0;1 5:,; 9 15 6 inch 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 43.%i i,,l 1 a 2001-2500 70 105 85 85 128 100 150 115 1 1 5 173 130 195 145 218 160 240 1 20 W ­ 6 11 2 %'.. 11'50.'�, �. 11! r4 1 14'6t01049% 3001-3500 80 120 9 5E 95 143 110 165 1 25 125 188 140 210 155 233 170 255 0 -! f- � ' ` ' �� "' * t t"30W % . �A� 7',�Iaw -: !495 , " - O' � 4001-5000 95 143 110 165 125 188 140 210 155 233 170 25 255 185 278 ;*05k ftf,". NI 0 .. 1 50� 1k, �,- "1 48ij4 A -k P24 2. (r 7 A99 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 W 5 W .3 *170'� -2 -;251 n 8001-9000 135 203 150 225 165 248 180 2 195 293 210 315 225 338 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING Fan Tested CFM 0 0.25 W.G. Minimum flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 7 90 5 , 7-7, 50 6 inch No Limit 6 inch No Limit 3 1;,!,n M1 P 80 5 inch 15 5 inch 100 3 71FT".Z. lablf!� �7 0 100 5 inch' NA 5 inch 50 3 too 6;inc C -'N 0 L i di C 125 6 inch 15 6 inch No Limit 3 17 f7p 1. For each additional elbow subtract 10 feet from length. . 2. Flex ducts of this diameter are not permitted with fans of this size. Effeclivei.'?K/02 f . %applications%heatinb and ventilation system - form h•6 (7.2002) =77: . . . . . . . . . . . . . . . . . . . . . . . . . . . Z Z W 0 00 (1)0 Cf) W W U W 0 L D CY UJ Z 0 Z �— WW 5 0) 0 C3 W W X 0 Z 0 Z s r � ftr LATERAL ANALYSIS FOR DREAM CATCHER HOMES AN ARCHITECTS NORTHWEST PLAN PLAN M3220A3SU -1 TUKWILA, WASHINGTON INCOMPLETE NOTE: This stamp applies to the members and LTR# assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 24211 JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 t)DLA- 11603 REV C CODE OMPLIAN E APPROVED ��V����►N �ILD1NG - RECEIVED w r.ITY OF TI IKWII A JUN 2 12004 �`���?qA'L � PERMIT CENTER EXPIRES 8/23/ z Z JU UO N W= J F. Lo U. w 0 �d �w r z= �o z �- w U� :O N � H w 3: LL ..z w U =' O z r DESIGN CRITERIA . PER 1997 UNIFORM BUILDING CODE WIND PER SECTION 16 DIV III Design Wind Pressure; P = Ce * Cq * qs * Iw where: Ce - Exposure Factor Cq s Method Factor qs - Wind Stagnation Pressure iw - Importance Factor SITE /PROJECT SPECIFIC VALUES. Ce = 0.62 Exposure "B" (< 15'.) Cq = 1.3 Method 2 qs = 16.4 80 MPH Iw = 1.00 EARTHQUAKE PER SECTION 16 DIV IV Base Shear: V = 2.5 * I * Ca * W / R where: I= Importance Factor Ca - Seismic Coefficient W - Total Seismic Dead Load SITE /PROJECT SPECIFIC VALUES: I = 1.00 Ca = 0.36 Zone 3, Soil 'Type D R = 5.5 Shear Walls P= 11-22 PSF (< 15') V = .1636 W 14.28 PSF (< 20') 15.35 PSF (< 25 16.20 PSF (< 30 17.91 PSF (< 40') STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. FRAMING LUMBER: SPECIES Group III (or better) HORIZONTAL SHEATHING: O S B (minimum Panel Grade 2 -M -W) See Table 23 -II -H luse common nails spaced at 6" o.c . @ supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails • Allowable Diaphragm Shear = 170X 0.82 = 140 plf Floor: 5 /8 "'OSB w /10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 plf SHEAR WALLS: SEE SHEAR WALL SCHEDULE ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7" min, Embedment MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (206) 803 -2581 z •,�� z W QQ� JU 00 ( I)c CO) III J � NW w U_ co =w z� �o z H_ w U� ON off WW �� L o -z w co z SHEAR WALL SCHEDULE (see 1997 UBC tables 23-11-1-16 23.11.1.2) P1.6 v =198 pif 7/16 ". OSB, w / 8d (0,113 ") nails @ 6" ox. Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d (a 6 "o,c. P1.4 v = 304 plf 7/16" OSB, w / 8d (0.113 ") nails @ 4" o.c. Anchorage (Interior walls only) to SINGLE joist ( or blkg) below: 16d @'4 P1.3 v = 350 pif 7/16" OSB, w / 8d (0.113 ") nails @ 3" o.c. Anchorage (interior walls ) to DOUBLE joist (or blkg) below: 16d @ 3 (stagger nails to alt. mbr) P1.2 v = 516 plf 7/16" OSB, w / 8d (0.113 ") nails @ 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to BEAM below: '16d @ 2.5" o.c. (staggered) P2.3 v*= 778 plf 7/16" OSB. minimum, (2 sides), w / 8d (0.113 ") nails @ 3" o.c. note: use min 3" nominal studs & sill plate Anchorage (interior walls only) to BEAM below: 3/8" Lag screws @ 8" o.c. NOTES: The shear values In this table are based upon the use of 8d pneumatically driven nails with a minimum shank diameter of 0.113 ", All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members, i i jo15'f. I1.0 a Cale "o,4. LOGATE 5WEATH19eq JOINT @ �aMN1a:! ;N EAP TRA�jonK C . e*x ?FRloK WAL.I_ JAMIESON CONSULTING CONSULTING ENGINEERS P, ROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND INA 98033 (425) 803 -2581 FAX 803 -3289 rn.�".ix .� `WA... 21Hr•K+,Mn �°•• 4r.4rn, yrw„+��'....o.`.rr..KY;r+.n�• n.t^.a`N'wtt2MS. x. R L� I, tt �1 z ~w 00 0 Cl CO) S2 w w U. Q �D = a. �. w z F- F- O z f-- w w U O - o� w LL O w U= o� z I'- SEISMIC ANALYSIS # 24211 FOR DREAM CATCHER HOMES SEISMIC: V =.1636 W Wr = 1568 SF @ (15 + 10) psf = 9889 L(eff) = Wuf =1900 SF @ (10 + 15) psf = Dead Loads: Wmf = 1860 SF @ (10 + 15) psf = Roof = 15 psf (horz. framing) & 10 psf (partition) Floor= 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Length Level w h w x h % #, Roof 39,200 28 1097600 45% Upper Fir 47,500 19 902500 37% f Main Fir 46,500 9 418500 17% Total 133,200 2418600 40 therefore: Vr = 233 max SIS Vuf = 4 Vmf = 39,200 # 47,500 # 46,500 # 9889 # 8132 # 3771 # Total V = 21,792 Redundancy Factor. Check max "v" for P = 1 v = 2 x V / A ""'(1/2) A = 1900 sf v (max) = 454 pif UPPER FLOOR SHEAR WALLS M SIDE /SIDE: V = 9889 L(eff) = 40.0 v = 247 plf Wall L(eff) V Section Length shear REAR 16 3956 Length 39.6 100 FMID 20 4945 40 21.25 233 max SIS FRONT 4 989 23.83 11 90 TOTAL 40 9,889 6 300 TOTAL FRONT /BACK: V = 9889 L(eff) = 50.0 v = 198 Wall L(eff) V Section Length shear LEFT 3 593 Length 6 99 LCEN 17 3362 6 12 280 max FIB CEN 20 3956 6.5 25.75 154 RIGHT 10 1978 12.7 20 99 TOTAL 50 9,889 20 188 TOTAL Redundancy Factor. Check max "v" for a =1 v = 2 x V / A**(1 /2) A = 1900 sf v (max) = 827 pif t_1 z �z �w D U0 Cl) w= Nw w 0 U. co =d f ., w z ZO 25 U N off Ww 3: L) ti O W z CO) O z MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 8132 L(eff) = 40.0 v = 203 Wall L(eff) V Section Length shear Notes REAR 16 7208 40 180 FMID 20 9010 23.83 378 max SIS FRONT 4 1802 6 300 TOTAL 40 18,021 FRONT /BACK: V = 8132 L(eff) = 55.0 v = 148 Wall L(eff) V Section Length shear LEFT 6 2600 6 433 LCEN 13 4164 6.5 641 max FIB CEN 24 7504 12.7 591 RIGHT 12 3752 20 188 TOTAL 55 18,021 t_1 z �z �w D U0 Cl) w= Nw w 0 U. co =d f ., w z ZO 25 U N off Ww 3: L) ti O W z CO) O z i i M SEISMIC ANALYSIS # 24211 FOR DREAM CATCHER HOMES Redundancy Factor: Check max "v" for p =1 v = 2 x V I A* 1/2 A = 1900 sf v (max) 1000 pif NOTE: Redundancy Factor "p" =1.0 z � JU UO c o. o w w� rn w w � 5: U_ ¢. N �. = CY z� �0 z �_. 2 �, U� O N, O I— w E U F= U_ .z U cf); �F O z LOWER FLOOR SHEAR WALLS SIDE /SIDE: V = 3771 Leff) = 40.0 v = 94 Wall Leff) V Section Length shear Notes REAR 16 8717 48 182 concrete FMID 20 10896 22 495 concrete FRONT 4 2179 10 218 concrete TOTAL 40 21,792 FRONT /BACK: V = 3771 Leff) = 54.0 V = 70 Wall Leff) V Section Length shear LEFT 13 3508 8.66 405 CEN 27 13554 16.7 812 max F/B RIGHT 14 4730 38 124 concrete TOTAL 54 21,792 NOTE: Redundancy Factor "p" =1.0 z � JU UO c o. o w w� rn w w � 5: U_ ¢. N �. = CY z� �0 z �_. 2 �, U� O N, O I— w E U F= U_ .z U cf); �F O z COMBINED WIND & SEISMIC ANALYSIS # 24211 For ALLOWABLE STRESS DESIGN use W ind or (Earthquake 11.4 WIND: side /side Fr= 129 SF @ 17.91 psf = 2310 # 202 SF @ 16.20 psf = 3272 # Dead Loads: 40 SF @ 15.35 psf = 614 # Roof = 15 psf (horz. framing) & 10 psf (partition) Total Roof s /s: Fr = 6197 # Fuf = 162 SF @ 15.35 psf = 2487 # 208 SF @ 14.28 psf = 2970 # Total Upper Floor sis: Fuf = 5457 # Fmf = 409 SF @ 13.22 psf = 5407 # 47,500 19 902500 37% Total Main Floor s /s: Fmf = 5407 # Total sis = 17,061 front/back Fr= 38 SF @ 17.91 psf = 681 # 133,200 2418600 188 SF @ 16.20 psf = 3046 # therefore: Vr = 253 SF @ 15.35 psf = 3884 # Vuf = Total Roof fib: Fr = 7610 # Fuf = 260 SF @ 14.28 psf = 3713 # 237 SF @ 13.22 psf = 3133 # Total Upper Floor fib: Fuf = 6846 # Fmf = 205 SF @ 13.22 psf = 2710 # Total Main Floor f /b: Fmf = 2710 # Total fib = 17,166 SEISMIC: V = .1636 W Wr = 1568 SF @ (15 + 10) psf = 39,200 # Wuf = 1900 SF @ (10 + 15) psf = 47,500 # Dead Loads: Wmf = 1860 SF @ (10 + 15) psf = 46,500 # Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horn, framing) & 15 psf (partition) Vertical Distribution Level w h w x h % Roof 39,200 28 1097600 45% Upper Fir 47,500 19 902500 37% Main Fir 46,500 9 418500 17% Total 133,200 2418600 therefore: Vr = 7064 # Vuf = 5808 # Vmf = 2693 # Total 15,565 SUMMARY.- Seismic controls S /S, except Cad Iwr. fir. Wind controls FIB. L3 z �- Z. �w u�l D 0 Nc w= U. w0 U CY =w H z �. F- 0 LLJ Z F - 5 ::3p U N . O o �. =0 � w z U CO) O z SIDE /SIDE: V = Wall In REAR 16 FMID 20 FRONT 4 TOTAL 40 FRONT /BACK: V = Wall Leff) LEFT 3 LCEN CEN RIGHT TOTAL COMBINED WIND & SEISMIC ANALYSIS # 24211 UPPER FLOOR SHEAR WALLS 7064 Leff) = 40.0 V = 177 plf V Section Length shear Type 2826 a 19.6 71 P1 -6 P1 -6 b 20 71 P1 -6 1 76 39.6 3532 a 4 166 P1-6 b 4 166 P1 -6 c 13.25 166 P1 -6 21.25 706 a 3.5 64 P 1 -6 b 3.5 64 P1 -6 c 4 64 P1 -6 7,064 11 7610 L(eft) = 50.0 v = 152 plf V Section Len shear Type 457 17 2587 20 3044 10 1522 50 7,610 a 3 b 3 6 a 3 b 5 c 4 12 a 12.25 b 13.5 25.75 a 12 b 5 C 3 all 76 P1 -6 76 P 1 -6 216 P1 -4 216 P1 -4 216 P1 -4 118 P1 -6 118 P1 -6 76 P1 -6 76 1 76 P1 -6 Ly z Z �2 JU cU 0 CO Lu to o JF S2 u- w� �Q co = CY z _ I- O uJ Z F- W U O co wW F- U. O Z to O Z COMBINED WIND & SEISMIC ANALYSIS # 24211 .S'. '.2% ,'rJ�J iaal�A�:•i1.« :r.45h.'.INf.V..i.:.!.t .uY., u4•. RL?, I. V., ui..4Vh.1ik}: �iNS�. I \'4'.�ll+.r'.y +iLLtii....s?:w:. u� z HZ W . D U O N o w = N LL wO J LL Q. co) =w z F--. F- O z F- U 0. ON � H- w x U E- u. O .. z U= O ~. z MAIN FLOOR SHEAR WALLS SIDE /SIDE; V = 6808 Leff) = 40.0 V = 145 plf Wall Leff) V Section Length shear Type Notes REAR 16 5149 a 27 129 P1 -6 b 13 129 P1 -6 40 FMID 20 6436 a 4 270 P1 -4 b 4 270 P1 -4 c 8.33 270 P1 -4 d 7.5 270 P1 -4 23.83 FRONT 4 1287 a 3 215 P1 -4 b 3 215 P1 -4 TOTAL 40 12,872 6 FRONT /BACK: V = 6846 L(eft) = 55.0 V = 124 plf Wall Leff) V Section Length shear Type LEFT 6 2067 a 3 345 P1 -3 b 3 345 P1-3 6 LCEN 13 3341 a 4 514 P1 -2 b 2.5 514 P1 -2 6.5 CEN 24 6031 a 5.7 475 P1 -2 b 7 475 P1 -2 12.7 RIGHT 12 3016 a 12 151 P1 -6 b 5 151 P1 -6 c 3 151 P1 -6 TOTAL 55 14,456 20 .S'. '.2% ,'rJ�J iaal�A�:•i1.« :r.45h.'.INf.V..i.:.!.t .uY., u4•. RL?, I. V., ui..4Vh.1ik}: �iNS�. I \'4'.�ll+.r'.y +iLLtii....s?:w:. u� z HZ W . D U O N o w = N LL wO J LL Q. co) =w z F--. F- O z F- U 0. ON � H- w x U E- u. O .. z U= O ~. z HORIZONTAL DIAPHRAGM SHEARS/ LOAD PATH ROOF DIAPHRAGM FMID: @ 4' walls; v = 8 x 166 / 16 = 83 plf ADD CS16 beam to wall top plate @ 13.25' wall; SHEATH TRUSS per P1-4, L = ((13.25 x 166) - (2 x 140)) / 280 = 7' SEE Detail LCEN: @3' &5'walls;v= 8x216/16= 108plf OK @ 4' wall; v = 4 x 216 / 16 = 54 plf ADD TS22 girder truss to wall top plate CEN: @ 12.25' wall; SHEATH TRUSS per P1-4, L = 12.25 x 118 / 280 = 6' SEE Detail @ 13.5' wall; SHEATH TRUSS per P1-4, L = 13.5 x 118 / 280 = 6' SEE Detail UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. FMID: @ 8.33' wail; v = 8.33 x 270 / 14 = 161 pif OK Provide continuous rim, L = 14' @ 7.5' wall; v = (20 x 145) / 23.83 = 122 plf OK V = 7.5 x (270 -150) = 900 # ADD (2) A35 blocking to wall top plate FRONT: v = 1287 / 12 = 108 pif OK LEFT: v = 2067 / 20 = 104 pif ADD CS16 beam to wall top plate CEN: @ 5.7' wall; v = ((((24 x 124) / 12.7) x 5.7) / 12) =112 plf OK V = 5.7 x (475 -150) = 1853 # ADD (5) A35 rim to wall top plate @ T wall; v right = (10 x 124) / 12.7 = 98 plf v left = (5.7 x ( 475 - 98)) / 14 = 154 plf OK v = 475 pif locate joist over wall, extend sheathing & shearwall nailing to joist, SEE Detail MAIN FLOOR DIAPHRAGM LEFT: @ 2.5' walls; v = 5 x 700 / 14 = 250 plf Block floor sheathing panel edges to shear wall above @ 1.83' walls; v = 3.66 x 700 / 20 = 128 pif OK CEN: v left = (13 x 50) / 28 = 24 plf v right = ((14 x 50) + 3325) / 19 = 212 pif Block floor sheathing panel edges to shear wall above, ADD MST 48 beam to wall top plate V = ((7386 -10 x 264) - (19 x 150)) = 1896 # ADD (5) A35 bloocking to wall top plate L� WT .:�.. ., �. a" ias..i wuuCl°..ic '.! �M'.raY : diJ. 7481e1A" ki•+a 1SGW{} L. k' iu? ratir.'! s�: inlf�t>< k✓ t1rl�u' L' JL. l «;I++.: ..t t .:lx i .+. � ,:..e;.4n.!�+.G.ii....s.nu4a.:4 A-- .4.wv Y'<.xe. }.r.•r!�`yk .y;li.:Stl. .Ie�Sln �.L . ,. X� z �Z �w QQ JU 00 N C0 W J ~ U. w L? C0 d =w z� w� �5 U� ON C3 H- W W F� LL 0 ui z U= O z COMBINED WIND & SEISMIC ANALYSIS # 24211 LOWER FLOOR SHEAR WALLS SIDE /SIDE: V = 4189 L(eff) = 40.0 v = 105 plf Wall L(eff) V Section Length shear Type Notes REAR 16 6824 a 48 142 CONCRETE FMID 20 8530 a 8 388 CONCRETE b 14 388 CONCRETE ' 22 FRONT 4 1706 a 10 171 CONCRETE TOTAL 40 17,061 FRONT /BACK: V = 2710 Leff) = 54.0 v = 50 pif Wall L(eff) V Section Length shear Type j LEFT 13 6061 a 2.5 700 P2 -3 b 2.5 700 1 -3 C 1.83 700 P2 -3 e 1.83 700 P2 -3 8.66 CEN 27 7386 a 11 442 P1 -2 b 5.7 442 P1-2 16.7 RIGHT 14 3718 a 12 98 CONCRETE b 12 98 CONCRETE I d 14 98 CONCRETE j TOTAL 54 17,166 38 HORIZONTAL DIAPHRAGM SHEARS/ LOAD PATH ROOF DIAPHRAGM FMID: @ 4' walls; v = 8 x 166 / 16 = 83 plf ADD CS16 beam to wall top plate @ 13.25' wall; SHEATH TRUSS per P1-4, L = ((13.25 x 166) - (2 x 140)) / 280 = 7' SEE Detail LCEN: @3' &5'walls;v= 8x216/16= 108plf OK @ 4' wall; v = 4 x 216 / 16 = 54 plf ADD TS22 girder truss to wall top plate CEN: @ 12.25' wall; SHEATH TRUSS per P1-4, L = 12.25 x 118 / 280 = 6' SEE Detail @ 13.5' wall; SHEATH TRUSS per P1-4, L = 13.5 x 118 / 280 = 6' SEE Detail UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. FMID: @ 8.33' wail; v = 8.33 x 270 / 14 = 161 pif OK Provide continuous rim, L = 14' @ 7.5' wall; v = (20 x 145) / 23.83 = 122 plf OK V = 7.5 x (270 -150) = 900 # ADD (2) A35 blocking to wall top plate FRONT: v = 1287 / 12 = 108 pif OK LEFT: v = 2067 / 20 = 104 pif ADD CS16 beam to wall top plate CEN: @ 5.7' wall; v = ((((24 x 124) / 12.7) x 5.7) / 12) =112 plf OK V = 5.7 x (475 -150) = 1853 # ADD (5) A35 rim to wall top plate @ T wall; v right = (10 x 124) / 12.7 = 98 plf v left = (5.7 x ( 475 - 98)) / 14 = 154 plf OK v = 475 pif locate joist over wall, extend sheathing & shearwall nailing to joist, SEE Detail MAIN FLOOR DIAPHRAGM LEFT: @ 2.5' walls; v = 5 x 700 / 14 = 250 plf Block floor sheathing panel edges to shear wall above @ 1.83' walls; v = 3.66 x 700 / 20 = 128 pif OK CEN: v left = (13 x 50) / 28 = 24 plf v right = ((14 x 50) + 3325) / 19 = 212 pif Block floor sheathing panel edges to shear wall above, ADD MST 48 beam to wall top plate V = ((7386 -10 x 264) - (19 x 150)) = 1896 # ADD (5) A35 bloocking to wall top plate L� WT .:�.. ., �. a" ias..i wuuCl°..ic '.! �M'.raY : diJ. 7481e1A" ki•+a 1SGW{} L. k' iu? ratir.'! s�: inlf�t>< k✓ t1rl�u' L' JL. l «;I++.: ..t t .:lx i .+. � ,:..e;.4n.!�+.G.ii....s.nu4a.:4 A-- .4.wv Y'<.xe. }.r.•r!�`yk .y;li.:Stl. .Ie�Sln �.L . ,. X� z �Z �w QQ JU 00 N C0 W J ~ U. w L? C0 d =w z� w� �5 U� ON C3 H- W W F� LL 0 ui z U= O z t COMBINED WIND & SEISMIC ANALYSIS # 24211 j ANCHOR BOLTS USE 5 / 8 " Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) ! v (II) = 830 x 1.33 =1104 # / 5 = 221 pif NOTE: If v (plate) > 350 plf Then V (bolt) =1104 / 2 = 552 # FMID: v = 388 plf 5/8" A.B. @ 16" o.c, LEFT: @ 2.5' walls; V = 2.5 x 700 =1750 # (2) 5/8" A.B. OK Provide 3" nominal sill plate @ 1.83' walls; V =1.83 x 700 =1281 # (2) 518" A.B. OK Provide 3" nominal sill plate CEN: @ 11' wall; V =11 x 442 = 4862 # (9) 518" A.B. req'd @ 5.7' wall; V = 5.7 x 442 = 2520 # (5) 518" A.B. req'd L�) z �w 00 CO) W W X: J F- N U. W 0, J LL Q. Co W. Z �. �O W M 5: U O N =U H� • u- O .. z w U N O Z OVERTURNING - HOLDOWNS FOR DREAM CATCHER HOMES Note: 0.67 DL +/- W >>> 0.9 DL +/- E 1 1.4 END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L/FR 13K UPPER FLOOR WALLS SIDE/SIDE OK O_ K 1 5 5 1 O K - O K 5 5 5 REAR 19.6 71 8 11133 2401 30886 -19754 .1008 20 71 8 11360 240 32160 -20800 -1040 1194 1006 884 4 4 166 166 8 8 5312 5312 100 240 536 1286 4776 4026 13.25 166 8 17596 100 5881 11715 FRONT 3.5 64 8 1792 100 410 1382 395 3.5 64 8 1792 100 410 1382 396 3 1 4 64 8 2048 100 536 1512 378 3 FRONT/ BACK LEFT 3 76 8 1824 90 271 1553 518 5 5 3 76 8 1824 90 271 1553 518 5 IbEN 3 216, 8 5184 100, 302 4883 1628 5A 5A 5 216 8 8640 1201 1005 7635 1627 5A 4 216 8 6912 1001 536 6376 1594 5(2) CEN 12.25 118 8 11564 90 4524 7040 676 2 & 4(1) 5 13.5 118 8 12744 90 5495 7249 537 5 2 & 4 (1 RIGHT 121 76 8 7296 120 5789 1507 126 1 2 3 1 # 51 76 8 3040 120 1005 2035 407 2 3 -------- OK 31 76 8 1824 100 302 1523 508 - MAIN FLOOR WALLS SIDE/SIDE REAR 27 129 9 31347 130 31748 -401 -15 13 129 9 15093 1601 9058 6035 44 FMID 4 2701 9 9720 1051 563 9157 2289 1 4 270 9 9720 1051 563 9157 2289 6A 1 8.4 270 9 20412 100 2364 18048 2149 2 & 4(4) 6A 7 7.5 270 9 18225 210 3957 14268 1902 FRONT 3 215 9 5805 150 452 5353 1784 7 7 7 31 215 9 5805 150 452 5353, 1784 LEFT 3 345 9 9315 110 332 8983 2994 6A 6A _ 6A 3 345 9 9315 110 332 8983 2994 6A - E – CEN 4 5141 9 18504 100 536 17968 4492 6A 6A 2.5 514 8 10280 160 335 9945 3978 6A 6A CEN 5.7 475 9 24368 1701 1850 22517 3950 6A PA 7 475 9 29925 100 1642 28284 4041 6A 1 7 7 6A 7 i 7 1 RIGHT 12 151 9 16308 100 4824 11484 5 151 9 6795 100 838 5958 1192 3 151 9 4077 100 302 3776 1259 LOWER FLOOR WALLS FRONT/BACK LEFT 2.5 700 9 15750 160 335 15415 6166 2.5 700 9 15750 160 335 15415 6166 8 1.83 700 9 11529 160 180 11349 6202 8 8 8 1.83 83 7001 9 11529 1251 1401 11389 6223 8 CEN 11 44 9 43758 170 68911 36867 3352 6 6A 6A 5.7 442 9 22 675 — 19 oT 20681 2060+7 3615 I-- in z Z w D 0 00 cl) a cl) w LU —J (D LL w LL to LU z 0 z �- LU Uj, 2:5 D 0 0 cr) 0— a E- W w o U. 0 z cl) O F- z OVERTURNING - HOLDOWNS FOR DREAM CATCHER HOMES Note: 0.67 DL +/- W >>> 0.9 DL +/- E 1 1.4 END CONDITIONS* R I BK WALL L V H Mot wdl Mr *END CONDITIONS Pdl Dead load reaction at end of wall I Perpendicular Exterior Wall V(upper) < 1000 # V(main) = H v 2 Perpendicular Wall (min) 4 -16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 198 # / ft (varies) 4 A 35 Framing Anchors = 450 # each 5 CS 16 Strap = 1353 # BA MST 48 Strap = 2475 # 6 HPAHD 22 Holdown @ 1725 # 6A HTT 22 @ 4650 # I I 7 STHD14 or STHD14RJ @ 4430 8 PHD8 @ 6385 # I I Z ui J D 0� U 0 wo ui CO U- U - 0 i U. UJ 3: C R UJ uj� D 0, 0 U) 0 W UJ 3: O. --z ui 0 Z 1 ROOF PLAN rD i 1 oti1 +:.�v:1' ✓i�sU ::inni4.`(c}�! Ya a a;,y, ;�: }!j . r &�ia.tYii.� �J O1 SHEATH TRUSS PER P1 -4, L = 7', SEE DETAIL A. O2 TS22 GIRDER TRUSS TO WALL TOP PLATE O3 SHEATH TRUSS PER P1 -4, L = 6', SEE DETAIL A. O4 ADD (7) BLOCKING PANELS, SEE DETAIL J r L Z Z �W aa G JU UO No co w J = H N LL WO J u- Q S �W Z S H HO Z I— W U� O� o }- WW HF u. O 111 Z co ~O F- Z 4 7' ] •0' Z'•0' 4'•O' b'0' a SKY LITE r — — — — — - w/ LAM. 6LI35 I z° FlG QQ J S'•b� ry� � I I r AMP. d j -- b ifi I I _ l' a I 1J 1 ♦ I 1 9 all b I ar�a L � , SSI� �'•O' i'-O' .S' /) A.U.r. 3 Is N 1 � y i lu L rJ i r,i sb' r1 17' 6l8 74P-V4 / J " r , r, LJ �, ', , L i i r i S.N. O CS16 TO FRAMING BELOW O 2 DBL CS16 TO FRAMING BELOW O MST 48 TO WALL BELOW O 4 (1) A35 CORNER OF WALLS NOTE: ALL EXTERIOR WALLS AND ENDS TO BE PI - 6, U.N.O. c $ r ,• A ,• • 9 191 -FOLD ' \ Y _. R• f. !° DI.FOLD a'a sKY 1'•O OLA LITII n/ LAM, 4 i'•b' 3 ° S ° Ase I V I 1�- .. a e - -+ I i \ ♦I 1 V.T.O. O b G N c $ r ,• A ,• • 9 191 -FOLD ' \ Y _. R• f. !° DI.FOLD 1'•O � b' i'•b' Ob- 71 ° ' Op m ' \ Y _. AOV. u + o I N 1 I u li p e FM /D 1 I MArr Z Z W 2 D UQ W = co U WD J LL cl)a = W Z W O W U N ' oF- W H' F- lL 0 Z U2 O Z 2 3 O 0 v MST 48 TO WALL BELOW (4) A35 CORNER OF WALLS, SEE DETAIL D CS16 BEAM TO WALL TOP PLATE FMl0 AUNT HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEATHING, L = 2.5' CS16 @ HEADER, SEE DETAIL B O7 ADD (2) A35 BLOCKING TO WALL TOP PLATE PROVIDE CONTINUOUS RIM, L = 14' O ADD (5) A35 RIM TO WALL TOP PLATE O LOCATE JOIST OVER WALL, EXTEND SHEATHING & SHEAR WALL NAILING TO JOIST, SEE DETAIL C NOTE: ALL EXTERIOR WALLS AND GABLE EXTERIOR WALLS AND GABLE ENDS • M BE PI - 6, U.N.O.. MAIN FLOOR SHEAR WA if. YIY m"- �1`u��h':Cr�«r� +.u�y rleY:: W:+ u. sw.-::% vroeW,+..; w: xrrxtY!.xxrn.vxRa.Meru•mt•..:l+rw...• hid.: x• t•+• �• ron p vrr ! 1,v7 :'r , S m+ k rr � ,e'q,`. R� " .W ; MS M,, 1'' � f r^ f�' � x •1! i,`,•;4}rf:";yM"::i'F I'. I AAC Z y �W Q D JU UO UU W w NLL WO n J LL Q N = _ d �W Z I- F- O Z F- �5 U ON 01-- W UJ F� LL o w U= O z O1 HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEAR WALL SHEATHING, L = 2.5' O2 BLOCK FLOOR SHEATHING PANEL EDGES THIS AREA (TO SHEAR WALL ABOVE) O3 PROVIDE CONTINUOUS HEADER OVER SHEAR WALLS O4 PHD8, SEE DETAIL I �5 HTT22, SEE DETAIL H O MST48 BEAM TO WALL TOP PLATE O ADD (5) A35 BLOCKING /RIM TO WALL TOP PLATE /HEADER O 5/8" ALL THREAD FOR HTT22, SEE DETAIL G �__TE:, AU.. EXTERIOR WALLS TO BE PI - 6 U. N.O. em7c�;+w:aawr�. >h,. -.:w•n r�ru��;r�.vatv,s�:.. 1111111 ' 1 IN oil 00M-- Z z W JU UO N W = H N u w u Q U D 7 0 �W z H I- O z W w U� ON U�- W �U O W z U= O z 1 PROVIDE 4 X 10'JOIST' FOR HTT22 ABOVE, SEE DETAIL F • $ ,- 2 PROVIDE 3" NOMINAL SILL PLATE 3 PROVIDE CONCRETE STEMWALL 2' -0" ABOVE FINISHED SLAB R • O 5/8" ANCHOR BOLTS @ 16" O.C. (9) 5/8" 0 ANCHOR BOLTS REQ'D O (5) 5/8" RS ANCHOR BOLTS REQ'D USE W 0 ANCHOR BOLTS W/ T X r X 3 /16' WASHERS @ 6 -U O.C..U•N.O. FOUNDATION PLAN Q —Z ~ W UO wF S2 O 13.1 r r L. Q cl)� = Cy �W Z 1'- W W o o� WW F W Z U= o Z r Jc JAMIESON CONSULTING Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 9:�NEATN %UeP5 FM OVIpE P6P� PI —.4 � W - remmirfewr FAAMrNG AS k �CQ�IFtED, 10J e JOB NAME D ekf AA l JOB NO. z 9 Z I I BY DATE ' I 1 ' SHEET NO, AS OF I Imo/ /IQPIP 4A17OK hlto FULL OP WALL 12" ENn' 4 . T =R ah •� L7' D . � . • �5- -�We4A WA . . p��'A.I 1� •A• �NEATNING -� z • Qi 3. n, J ► w At. w S LOG,�rG Joy 5T . :OVER %&AK WALL TOP PLATr- -, 5 i - ��A7l��ti(L� 7- WALL EC�4 N Az«ry� P LAN pTA IL C p�TA�I� 8• ..-, . Q35 Itod � 24 DETAI D `Iv d e 24" a� f ba Ls C0" oc. (CXtERI oiC WQl.L (P4.Ati v1Ew) z �z �w QQ JU UO w� N W. W O. WQ co =d �W z = 1-- Zo W U ON o F- W W �- O �z U= o ~` z V5 Is* ^. IIpfts si Aai i LA z- i C JAMIESON CONSULTING Cons E ngineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JOB NAME _ DeeA -A 6.5 JOB N0, 114 Z BY DATE (' l -7' O y SHEET N0. L I(o OF 1 (2) kF-H - F I 6TUP O - KealD . 1.:9 . C-- 14 ZZ f I 1�c :ALG.:.Ti (2) HEM' -F ill tiTUPS .NTT. IZ -0: . At-I. TNR��a F-LF�, J'S'f, 46"T'r-MONK N •r.T - . 2 .z ' STyJ P5 "P.E o •(2)' NEM -FIR (2) NEM -FIR 0 4,Li. " t'NKEAv = ;A�- TF�REAb MU 411 Lt.. ':7 MUP'.A42CLL. FEIN HAPUR :;�•.,•:;;, t � Z 0.. •.,.;. {.; :.. ., AYIoNS. 04 � ..,. ;�;,. .. �� R ua • • ` �''I A t z II-: '~ w � JU 00 (j) J = NLL w 2 QQ LL V) =w �_ F- o z �- w U� o � o�- ww �U LL O W z U =. O z 91 i c JAMIESON CONSULTING Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JOB NAME JOB NO. Z y Z I BY DATE Z * SHEET NO. L% OF 2x4 PRAMINcw A LL. AROU40 • (2) NEM -FIR Stllt7s S d � to1 o,G, • �EQ'f7, • �oo� S�I�AtH�NG . ANDS C ALL - •TAKeAP 00 Rum 6HSAP% WALL- Top p LA'C E I��TA I L f 1 PSR MANUP. Ir OF L t . 00 Rum 6HSAP% WALL- Top p LA'C E I��TA I L f 1 WA� z QF W 3 U O W= J F co U. w0 2 . u = a �w z � o z F- w U O N_ H W H � , ui U =. O z TYPICAL END CONDITIONS Typical CS Installation as a F1001•10- Floor Tie (CMST requires minimum. 2.2x studs) Provide min. 1W end distance. for CS end CMST Equal number of specified nails In each and of ONE /4 REBAR IN SHEARCONE 12' MIN. REBARLENGTH 7 NCE — .• :. ~ � 7 1 0 W - Typical STHD14RJ Typical STHD Corner Rim Joist In stallation Installation an 3 -2x studs STHD14 or STHD14RJ w/ (38) 16d sinkers: T • 4430 t STHD10 or STRUM w/ (28j 16d s inkers: T ■ 2990 r SIMPSON X'-CD strong -Tie CONNECTONS C • INSTALLATION 3 Typical HPAHD Single Pour Aim Joist Installation �I waximum load 2030 based on fastener but not to exceed 13018 load O RE HEAR INT H AHD 22 w/ 11 16d sinkers: T = 2030 x .85 = 1725 A A35 tF, 1 �J 09.4,0 A35 w/ 12 8d F = 450 JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803.3289 tw:X.�.. e. �43�W ;�?:.���s�X�.�:'..s'Arn'3.,i:� Mae.�wsc.xr?wPth: + r' r" '.5.�*i'.c.w_..... ".'- .:.v«...;•:r'.f:�.�.� ✓ti M �. +nm.� o �� .. ., �� mev ..�.�«u Y7 ay . '" Y? n AFFl �ei ,��.� I' 1 z ~ W 0 � JU UO J = H Cl) LL WO LL Q rc D _ ty �W z = 1-- 1— O z E- �5 U O- a 1-- WW HF- U- O z U= O z MST48 w/(34) 16d T = 2945 tt' CS16 w/ 22 10d T = 1465 At of ONE /4 REBAR IN SHEARCONE 12' MIN. REBARLENGTH 7 NCE — .• :. ~ � 7 1 0 W - Typical STHD14RJ Typical STHD Corner Rim Joist In stallation Installation an 3 -2x studs STHD14 or STHD14RJ w/ (38) 16d sinkers: T • 4430 t STHD10 or STRUM w/ (28j 16d s inkers: T ■ 2990 r SIMPSON X'-CD strong -Tie CONNECTONS C • INSTALLATION 3 Typical HPAHD Single Pour Aim Joist Installation �I waximum load 2030 based on fastener but not to exceed 13018 load O RE HEAR INT H AHD 22 w/ 11 16d sinkers: T = 2030 x .85 = 1725 A A35 tF, 1 �J 09.4,0 A35 w/ 12 8d F = 450 JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803.3289 tw:X.�.. e. �43�W ;�?:.���s�X�.�:'..s'Arn'3.,i:� Mae.�wsc.xr?wPth: + r' r" '.5.�*i'.c.w_..... ".'- .:.v«...;•:r'.f:�.�.� ✓ti M �. +nm.� o �� .. ., �� mev ..�.�«u Y7 ay . '" Y? n AFFl �ei ,��.� I' 1 z ~ W 0 � JU UO J = H Cl) LL WO LL Q rc D _ ty �W z = 1-- 1— O z E- �5 U O- a 1-- WW HF- U- O z U= O z , June 16, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Jay Keirouz Dreamcatcher Homes, Inc. 13619 Mukilteo Speedway, #D -5 Lynnwood, WA 98037 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -183 Cascade Glen — Lot 9 — 3801 South 132 " Place Dear Jay: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 9, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need: to be addressed: Buildine Department: Bill Rambo, at 206 431 -3679, if you have questions concerning the following: 1. Please provide a two (2) complete sets of structural calculations. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and ►vlll not be accented through the mail j or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincere y, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -183 z �W JU 0 CO 0 CO LU Uj U. WO 9 J. U- N d = W Z F— I— O Z F— W �p U .O CO o I-- W W -O .. z W U- O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 a Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -183 DATE: 06 -21 -04 PROJECT NAME: CASCADE GLEN - LOT 9 SITE ADDRESS: 3801 SOUTH 132 PLACE Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: - y� n� � . 1( Buildinp Division Fire Prevention ❑ Plan 9 Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -22 -04 Complete (� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 07 -20 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /roudngsllp.doc PERMIT COORD COPY 2.28.02 z �z �W JU UO Cl) CO W J � �W W O U.Q �D = �W z F- i_ O z F_ W U� CO off WW ti O .• z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -183 DATE: 06 -09 -04 PROJECT NAME: CASCADE GLEN - LOT 9 SITE ADDRESS: 3801 SOUTH 132 PLACE X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision #_afteribefore permit is issued DEP ARTMENTS: u) �OrO� Bui id_ing Division • Public Works K Fire Prevention [� Structural ❑ Planning Division Permit Coordinator 10 DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Id Comments: DUE DATE: 06 -10 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: �l �d 7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: U APPROVALS OR CORRECTIONS DUE DATE: 07 -08 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 � ;d.x.• s,. ,;ic;.tai�b �. ir: ?i.?.:. wti. r.: �s::' d.' wC�::; Giy �} y' ri1ti.(=:( �. r�i1L.. ht= f' { �:ty:.,rlGtii�t+?.bt{spri�t,.�. wr,:+»,cy+.z� ,.a..re; .�t"+lcdyr,:sa: •us�nL.tak�:rita" �1.,6ck: yn�.q�:v:e':.ie�.:sid "'.. ❑ No further Review Required DATE: z ~w JU UO N C0 W J F— (0 w w LLQ co :3 Cl �. w z F- E- O z t- w w U� co o F- wW �O w z U O = ~ z 1LA, 1908 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at file Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �/ Plan Check/Permit Number: 2) 0 y 193 Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: C_����iCl /-0 7` Project Address: Contact Person: g'Q-y �� Phone Number: Summary of Revision: rin; w / , q Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: f Entered in Permits Plus on 08/06/03 Z �~ W J UO Cl CO H �w wo 9-J U- � =w I- O Z F- w w U� O CO 0 F- wW w z ui U CO Z ti .S SIDE OER LINE 00 000 00 lane have hecn rcni ` 1+� \ � � � � ��C•��e� i � \ � � � Thee loop � � � �. 1 1 � � ` W UNDER&ROUND ELEG.�PI�IIONE/GABLE r � the � h� � �� DC���t for con vice vn GI���J � � � � „ � � � � , 1 -- SD � SD — SD — `� \ City a�tandard�. Aaoq+t�eoe is sn ' tp erm � \ �• 6 1. � /, � 1 `� N DRAIN which YV � � �� AE � � Iv •IN `` I 8a0ptta of 0l�"ImOEf. T114 c1 '1111ity`` � � a � � � ,�' GAS —� GAS — s — fer the �scp of the design rests k ntally ) vrith th�'� NEA LINE \ \ � - � �; �y6 r ' �d � ,� &AS \ � d�il�r tom, dektano or �ev�si tot ,.i' '� I draa7t1sa dtet' tl�is date 1vi11 void this tat1Ce � �� � � � ,��'�� \ . __40 0001 t `'a'�c� ruKw�� a ittal Of - 11 0 and viH fe a AL Ivvi for JU'YIO s zoos , .Lot of Cascade 610"n r a7� � /y', oERM,1 T�N7ER � � ' ✓+' V 38 South 132nd Flace sp Final acceptance is subject to field inection 01 '.. ►� � � � . \ � � � \ \ ": \ 1 � � P'' the Public Works utilities inspector. \ . �o I 'TAX #: 142260�00 Date: Br \ \ � ' � y ` � "� � � r SITE PLAN toe �\ l 1 � w ' 1 � • - H � • . � , • • • ' 'O v ti's• ^ .. FFN 149 0 STOW VMN ROMW AAU O.H. Jr,& \ 1 1 t \ ove %r 4 I 1 4 o ,. • r a �, ,I r1 i r ` • .�, _ PATIO d1a storm O ATIO 10 i X10 � � � ..••.•......•• f � 2,6 t \ 2 t fi .5� I'y ................ .. 9 . 1w . �p 42 Ole V \ 1 \ \ 1 ,,�0 �YrAY \ \ \ ` 1 R t . 0�00 000000P MUM L 0 T 9 3f4 1 MTER RVICE'LINE 1 � .� \ - 1 V 1 • 4 ` r- i 4 0000e \ ,i It w i , �, , r N89 77.51 W OI L 227*28 Allows, somme, MINIMUM 4� GINNIE smemilpi COMMON a 411111 �s car Of or v 7 . 9 1 34 •� �. �$ 1 ' J • - - • • ♦ • •. r IV t . viot OWMM s • t / GARAGE i 1 1 t f ; ; O ; •. Y �.. 1 / FFZ 139 2 I 1 • 1 t 11A FA •N'L44R ' ' 1 • . M,r1.r ''1� •PT/Y�•1�'•1��1�• GMs'. i/►. /1•r•�t'M+►':a�'Y7MAb`�"'t!II•R �Mr.O�T�/7►'R "`�•rt• ^ +: -^T'SMW— L «..w.e rt n +. w+�. .w.._.r.►�. _. ',rs. ..�........�wT r•'!'O••1�"•'- '�l�•" w•l+a�r-- .,,,7r.... .. -R�..� '1 �....�. —may '1^ '�'^* ".+/I •" ',.� .. ,.. .. �".- ... «v." A.. t *►+ p- ••�r•:..•1..• °f:S•i�•M . .• . ...t - ti-'s;7i°.:�r-' "• / ": lc.r " *.�• 'Yi/M�' `d - Imms"+.orw +.wwvw Mill IS it lia GENERAL ALL REQUIREMENTS OF THE I qq? UN I FORM BU I LD I N6 CODE, ALL APPL I GABLE GORES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. ,U IL.IN07 G4X45TRUCTION TYPE: VN SEISMIC ZONE: 9 OCC.UPANGY GROUP: R -3 WIND SPEED: 60 MPH FIRE ZONE: J EXPOSURE CATEGORY: 5 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE SEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL D 15GREPANG I E5 TO THE ARCHI AT THE TIME THEY ARE NOTED. DI MENSIONS TAKE PRECEDENCE OVER SCALED ORAWI N&S. SITE WORK UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER 15 PROVIDED, THE FOUNDATION DEVON 15 BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINCPS SHALL BEAR 1'--6" MINIMUM BELOW FINISI- D 6RADE. ALL FOOTINGS TO SEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERRE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL MINIMUM CLASS AND USE F'G SLUMP SACKS / G.Y. A. FOOTINGS 2500 5-4 5-1/2 S. SLABS ON GRADE 2500 5-4 5-1/2 1. AIR ENTRAINING AGENT (3% TO 6%) TO BE USED IN ALL GONGRETE FLAT WORK EXPOSED TO HEATHER. 2. P0550L I TH 300 SERIES (4 oz. PER 1000 OF CEMENT) TO BE USED IN ALL GONGRETE. S. MIX MAY 8E DESIO ED IN A 40RDANGE NTH THE PROVISIONS OF THE UNIFORM BAIL.DINS CODE. 4. WATER TO CEMENT RATIO PER UNIFORM BUILDING GODS. RE I NFORC I N6 STEEL ASTM A615 GRADE 40, REINFORICI146 STEEL. DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED OETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. GONGRETE COVER OF RE I NF I N6 STEEL 8 C PWAMTE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 - 1/2" CONCRETE EXP05M TO EARTH OR WEATHER. 1 -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR HEATHER. 5/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR HEATHER. CARFENTR*10 6ENER6L ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING CODE CHAPTER 23. ALL WOOL? IN CONTACT WITH CONCRETE TO BE PR SGURE TREATED. 6" MINIMIUM1 CLEARANCE BE"TNlEEN AOOV AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 16" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. L UM5ER 5TREN6TH (UNI T5 IN P51� 5TH' FV FB E HEM -FIR 03 500 I �20Op00 STUD 6RAUE "i5 6?5 1 00X= JOISTS 4 RAFTERS HEM -FIR 02 (2x I O) 15 I p'15 I �OO,DOO HEM -FIR 02 (2x12) - 5 480 II AOOp00 BEAM5, HEADERS, LINTELS t 61RDER5 4" NOMINAL OOU6 -FIR 02 qs X160 1 6" NOMINAL DOUG - FIR 01 85 1 1 ,600.000 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) 165 2,400 1,800,000 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUME R 285 2,600 1,4004 PARALLEL STRAND LUMBER 2qO 2,900 21000Poo LOAD I N& ROOF 15 P5F DEAD LOAD + 25 PSF LIVE LOAD e: 40 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD a 50 PSF CEILING 5 PSF DEAD LOAD + 10 P5F LIVE LOAD « 15 PSF DECK 5 P5F DEAD LOAD + 60 PSF LIVE LOAD « 65 PSF INTERIOR PARTITION « 1 PSF EXTERIOR PARTITION « 10 PSF V4000 BEA!RI N6 ON OR INSTALLED WITHIN 1 OF MA50NRY OR GONGRETE TO BE TREATED WITH AN APPROVED 5ERVATIVE. 50LID 13LOCK'N& OF NOT LE55 THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/6" DIAMETER WIT 2 "x2 "x3/16" PLATE WASHERS a 4'-0" ON CENTER UNLE55 NOTED OTHERWISE. T' MINIMUM EMBEDMENT. ALL METAL FRAMING ANG4OR5 AND HANGERS SHOM ON DRANN&S SHALL BE STRONG TIE CONNECTORS AS MANWAGTURED 5Y 51 MPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 142" GDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d 0 6" O.C. AT PANEL. EVES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHI N& SHALL BE 3/4" GDX TONGUE 4 GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAIL I N6 SHALL BE 10d a 6" O.G. e PANEL ED&ES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL E:D&E5 AT ROOF AND FLOOR 5HEATHIN6. ORIENTED STRAND BOARD (0.5B) 5HEATHIN& PROIXUGTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOYED. (SLUE LAMINATED TIMBERS ALL ISL.1E LAMINATED TIMBERS SHALL BE DOUG -FIR L.AR 44. FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORK I N& 5TRE55 VALUES OF 2,400 PSI IN BEND I N6, 1,100 PSI IN TENSION, I X600 PSI IN COMPRES51 ON PARALLEL TO ERA I N, 560 P51 IN COMPRESSION PEIRPEND I CLEAR TO ERA I N AND 165 P51 HORIZONTAL SHEAR (COMBINATION 24F -V4) . SLUE LAMINATED TIMBERS TO BE AITG CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE M516NM BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONL'r THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE EN61 VEER OR BY A QUALITY CONTROL A&ENGY SUCH AS THE STATE TRUSS FABRICATORS COUNG I L . ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRLW BOTTOM Ck40RD WITH AN APPROVED FASTENER TO ENSURE THAT THE TF LSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUS TO MAIN ORDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AID TIED INTO THE FRAME Y40RK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRU SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBE BRACE ALL TRUSSES. RS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DI AND SWAY BRACING SHALL BE USED TO ALL TRUUSSES SHALL BE DESIGNED FOR UNIFORM L.OADINI6 AS FOLLOYV,SS: TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM C 4ORD S PSF OF TRIBUTARY WIDTH , TILE ROOF 43 PSF TOP CHORD 5 FW BOTTOM C 4ORD F IMPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE UNIFORM BU ILDING CODE AND THE UNIFORM MECHANICAL GORE. FLUE LINER MINIMUM, 5/6" PRIME CLAY (OR MOUIVAL_LONT) PER UEW.. FLUE AREA PER LOC . CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WE I &HT UNLESS SPEC I F I GALLY DE51&NE12 TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE 'PROVIDED YVITHI TIGHTLY FITTING FLUE PAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF GOMIBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND TO Be INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN) IN (FRONT OF AND 12" (MIN BEYOND EACH SIDE OF P I REPLACE OPEN I N69. FIREPLACES SHALL BE PROVIDED WITH T I OHTLY F I TTI N6 &LASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION 6ENERy L r UNLESS NOTED OTHE-RM5E, INSULATION SHALL CONFORM TO THE AAaHINSTON STATE ENt'R&Y GORES. INSULATION BAFFLES TO MAINTAIN 1 -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE GATT IN5UL ATION. 15AFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOHIE R5, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT YVALLS. USE PVA PAINT WITH A DRY GAP PERM RATING OF ONE (MAX) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CON I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROU614 WALLS, FLOOR., AND ROOF, AND ALL OTHER SUCH OPENIN69 IN THE BUILDING ENVELOPE, INCLUDING AGGE55 PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, &ASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR P'ERIME'TER WHEN! IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND 6ARA6E ARE NOT CON SIB "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT. 5. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WWICH SHALL BE SABSTANTIAT'ED BY TESTING TO STANDARD ASTM E 283.19. SITE BUILT AND MILLY*MK SHOP MADE Y40OPEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPI°EO, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIPING FOR HOT WATER / STEAM SYSTEM' OF PIPING FOR GONTINIUOASLY CIRCULATING HOT WIATE'.R SERVICE 15 REQUIRED TO BE INSULATED PER THE KS.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3. .VAPOR BARRIERS Z GROUND AVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED "-ERE CoEILIN65 ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A - PERM MATINS LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FAGIN& AND THE MtAMING SHALL NOT EXCEED 1/16". A GROUND COVER OF 6 MIL (0.006 9 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL CRAWL SPACES. THE &ROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. 200 AA5HI STATE NER 6 Y DE W.S. - TABLE - PRESCRIPTIVE REOUIREMENT5 0 ,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR A55E MIBLIES BUILT IN AGCORDANGE WITH SECTION 601.1 OF THE HIS cl. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROP05M DESIGN HAS A &LAZIN & RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% 6L.AZIN S OPTION (OR HI6H M). PROPOSED DESIGNS 1 CH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY C+ APT'ER5 4 OR 5 OF THE KS.E.C. 2. REQUIREMENT APPLIES TO ALL CEILIN165 EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILINI6. 5. REQUIREMENT APPLICABLE ONLY TO 5IN&LF RAFTER OR JOIST VAULTED CoEILIN66 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE &MADE. EXTERIOR INSULATION INSTALLED ON BELOW &RAVE WAL.L5 SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REOU I RED SLAB PERT METER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPEC IF I CATION5.SEE SECTION 602.4 OF THE Y4.5E.C. ?. NOT USED IN CLIMATE ZONE 1. 8. NOT USED IN CLIMATE ZONE 1. 4- DOORS, IW-4- DING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OF THE Wl.S.E.G. 10. MIERE A MAXI14UM 6LAZIN6 AREA 15 LISTED, THE TOTAL 6L.AZINS AREA (COMISINED VERTICAL PLUS ) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LE55 THAN OR EQUAL. TO THAT VALUE. OVERHEAD &LAZING WITH U-FACTOR OF U ■0.40 OR LESS 15 NOT INCLUDED IN 6LAZIN& AREA LIMITATIONS. 11. OVER+EAD 6LAZIN& SHALL HAVE U- FACTORS DETERMINED IN ANGE WITH NF'RG 100 OR AS SPECIFIED IN SECTION 502.15 OF THE YV.S.E.C. 12. LOS AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICXJ 1W OF 33 ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS ANP!5K**rLl6HT5 DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1-1/2" STET TO A MINIMUM 56" UMP LANDING. ALL 6LAZIN6 SHALL MEET THE REGUIRDoOM OF TAE WS.E.Co. TABLE 6 - 1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED 6LASS UNLE NOTED OTHERWISE. ALL BEDROOM EMER+6ENGY E& RESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 51 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 289.13. SITE 19UILT AND MILLAOIRK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER - STRIPPED, CAULKED AND 13E MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: I. MAXIMUM 6LAZIN6 AREA. 2. GLAZIN S MAN IPAGTURER AND MODEL LUMBERS. 8. YC16HTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY &LAZINI6 LOCATIONS PER UNIFORM BUILDING GODS. 1. INSRE5S AND E&RESS DOORS. 2. SLIDING &LASS DOORS AND 904INGIN6 GLASS DOORS. S. SHOVER AND BATHTUB ENCLOSURES. 4. 6LAZIN6 WITH THE EXPOSE' EDGE WITHIN A 24" RADIUS AMC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN b0" ABOVE T'IE WALKING SURFACE. 5. 6LAZINS GREATER THAN q SQUARE FEET THAT 15 LESS THAN 16" ABOVE FINISHED FLOOR. 6. 6LAZIN6 IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYL16HTS AlHEN FULLY TEMPERED SLABS 15 USED AS SINGLE GLAZING OR IN ALL PANES IN5ULATIO6 UNIT AND ALL OF THE FOLLOWING 00NVITION5 ARE NET. I. THE &LAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF &LASS 15 NOT MORE THAN 12' -0" ABOVE ANY HIALKIN& SURFACE OR ACCESSIBLE AREA. S. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3116 MECHANICAL • 6ENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPL.AGE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING GORE AND ''HE UNIFORM MECHANICAL CODE. H ATI N :EACH OYCLLIN6 UNIT SHALL BE PROVIDED WITH HEATIN6 FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 9' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE KS.E.C. ;DEFINITION OF DUILDIN& ENVELOPE FROM THE WA5HINOTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING Y*IICH ENCLOSE CONDITIONED SPACES THROUGH MC.44 THERMAL ENERGY MAY BE TRANSFEREP TO OR FROM THE EXTERIOR EXCEPT AS EAWTED BY THE I. FUEL BUfRNIN6 APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL GODS. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL SE LISTED AND LABELED BY AN APPROVED A6ENGY AND ASTAL.L.ED PER THE UNIFORM MECHANICAL GORE. APPLIANGE5 INTENDED FOR INSTALLATION IN CLOSETS, AL COVES OR CONFINED SPACES SHALL VE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL GODS. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO Be USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENIGLO5ED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, EWICLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND "TOP ACGORDIN6 TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPL IANGE5 SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPL I ANCE:S 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED &A5 PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLI N6 APPLIANCES LOCATED IN A 6ARA&E AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF I&NITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATINI6 ELEMENTS AND SWITCHES AT LEAST 16" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROU16H THE WALL, FLOOR OR CEILING SEPARATIN6 A RESIDENCE (GROUP 8, DIV15ION 3 OCCUPANCY) FROM A &ARA&E (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LE55 THAN 0.019" (NO. 26 GALVANIZED E+fEET &AUSK) AND HAVE NO OPENIN65 INTO THE 6ARAA&E PER THE UNIFORM BUIL.DIN& CODE, WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DE51 &NED TO BE VENTED SHALL BE CONNECTED TO A VENTI NkS SYSTEM COMPLYIN6 WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE BA &A5 VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS L15TIN6, MANUFAGTURER5 INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE 5 OR BW &A5 VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL GODS. A TYPE L VENT N5 SYSTEM SHALL TERMINATE NOT LE55 THAN 2'-0" A80VE THE HIGHEST POINT INHERE THE VENT PA65ES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-O" HI6HEIR THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE VENT PER THE UNIFORM h`EGHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED W 1 THI N THE SPACE OR AREA IN MI CH THE APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANIGE TO C4NEIU5TIBI PER THE UNIFORM WXoHANICAL CODE. +4EATI N6 EQUIPMENT ALL HEATING E011APMENT SHALL MEET THE REQUIREMENTS OF THE Ig81 NATIONAL APPLIANCE ENERGY G4N5ERVATION ACT (NAEGA) AND BE 50 LABELED. EQUIPMENT SHALL ALSO C 4PLY WITH SECTION 1411 OF THE KS.E.C. 14VAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF M51ON LOAD ftdmgmduNMmft`ft@up st waft Noho pdw appr"of NORM Mrl/olrr ��� n � Nd w4Y I*a. Sdit" van �„ ftm �ARATt �QT RlQ1M!!� I�ORt 0 Md�roM van" �LDING ONI9011 W t NT SYSTEM SPECIFICATIONS FROM THE 2000 WASHI N6TON STATE VENTILATION AND INDOOR AIR DUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR VENTILATION SYSTEM. 1. SOURCE 5PECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REGxUIREMENT'S: 1. BATHROOMS, LAUNDRIES AND POWDER ROOMS - 30 CFM a 025" W6. Z. KITCHENS - 100 CFM • 025" W.&. RANGE HOODS AND DOWN DRAFT MANSES MAY BE RATED AT 100 GPM a 0.10" W.6. (MIN) WHEN USED FOR EXHAUST FAN REOUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. ISE INSULATED TO R-4 (MINJ IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER. S. TLRMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TAB'.... 3 -5 ON THIS SHEET. 2. OVM')OR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR SYSTEM USINI6 THE FOLLOWING METHOD. S. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 5 - 5 ON THIS SHEET. 15. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. DE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: I. WITHIN TEN FMi OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OB.EGTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. S. A HAZARDOU OR UNSANITARY LOCATION. 4. r-. ROOM OR SPADE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PL.UM81146 ORAINA6E SYSTEM, UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATT11C5, CRAY'_ SPACES OR OAMASES. 4. THE INLET DUCT SHALL. Be EQUIPPED WITH ONE OF THE F X.LOMN6: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIMER, OR 15. A FIXED DAM PIER INSTALLED AND SET TO MEET MEASURED FLOW RATES A5 SPECIFIED IN T.•48LE 9-2 ON THIS SHEET, OR G. AN AUTOMATIC, FLOW RESUL.ATINS DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE I- 5SURE OF 0.10" WATER &AU6E AT THE POINT HIH RAE THE OUT'S'IDE AIR DUCT 15 'CONNECTED TO THE RETURN AIR PLENUM. s 5. THE VENTILATION SYSTEM SHALL SE CONTROLLED BY A 24 -HOAR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WIHOL.E HOLD SE SYSTEM FOR A MINIMUM OF E16W HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT REAl25 0 "40L.F HOUSE VENTILATION (SM OPERATING INST'RIUCTIONIS)'. NOTE: KINHS GOUNlY THE INSTALLATION OF A CA94TRALLY LOCATED Y*IOLE HOUSE EXHAUST FAN WITH A MINIMUM SOLE: RATING OF 15 AND SIZED ACC405 A" TO TABLE 9-2 ON THIS SHAT AND CONNECTED TO THE AUTOMATIC CONTROL TINIER. THIS 1t-. FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE P0551BILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUIL.D CAVITIES. INTERIOR DOORS SHOULD BE UNDERGAT ONE HALF INCH (I/2 ") ABOVE THE FINISHED FLOOR. TABLE 5- 2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND L:E55w i 11NIMUM AND MAXIMUM VENTILATION RATES: GABIC FEET PER MINUTE (CFW FLOOR AREA, FT` 10 MAXIMUM LENGTH FEET q Z S 12 4 4 S 6 ORI'ION 6LAZIN6 OLAZIN6 L- R FACTO DOOR CEILING VAULTM WAIL WALL.- WALL- FLOOR &-AD NO LIMIT ARA E V- FACTO R MIN. CZILINb ABOVE TNT'. rxlr. MAX. ON MAX. II MAX. OF MAX. <500 50 6R AM AM DCLOW 5M.Opt 60 6RAM q5 FLOOR VERTICAL EW OV EAD 125 188 140 210 6RADg COR-Am 83 1 10 105 12% 0.35 0.58 0.20 R -38 R -30 R-15 R -15 R-10 R -30 R-10 [ I. 11. 15% 0.40 0.58 0.20 R - 38 R - 30 R - 21 R - 21 R - 10 R - 30 R - 10 111 UNLIM11W 0,40 0.56 0.20 R -38 R -30 R. R -21 R -10 R -30 R -10 186 145 .203 210 GROUP R-5 210 216 225 233 155 160 165 1'10 233 240 248 255 2001 -250 1 10 105 2501 -3000 75 113 3001 -350 3501-40 4001 - 500:; 5001 -6'. C 120 85 126 OGCA PANGY 150 115 113 130 Iq5 145 216 160 240 175 263 ONLY 110 165 125 188 140 210 55 233 1 , 70 255 165 275 105 156 120 130 140 150 160 160 Iq5 210 225 240 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR A55E MIBLIES BUILT IN AGCORDANGE WITH SECTION 601.1 OF THE HIS cl. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROP05M DESIGN HAS A &LAZIN & RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% 6L.AZIN S OPTION (OR HI6H M). PROPOSED DESIGNS 1 CH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY C+ APT'ER5 4 OR 5 OF THE KS.E.C. 2. REQUIREMENT APPLIES TO ALL CEILIN165 EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILINI6. 5. REQUIREMENT APPLICABLE ONLY TO 5IN&LF RAFTER OR JOIST VAULTED CoEILIN66 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE &MADE. EXTERIOR INSULATION INSTALLED ON BELOW &RAVE WAL.L5 SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REOU I RED SLAB PERT METER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPEC IF I CATION5.SEE SECTION 602.4 OF THE Y4.5E.C. ?. NOT USED IN CLIMATE ZONE 1. 8. NOT USED IN CLIMATE ZONE 1. 4- DOORS, IW-4- DING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OF THE Wl.S.E.G. 10. MIERE A MAXI14UM 6LAZIN6 AREA 15 LISTED, THE TOTAL 6L.AZINS AREA (COMISINED VERTICAL PLUS ) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LE55 THAN OR EQUAL. TO THAT VALUE. OVERHEAD &LAZING WITH U-FACTOR OF U ■0.40 OR LESS 15 NOT INCLUDED IN 6LAZIN& AREA LIMITATIONS. 11. OVER+EAD 6LAZIN& SHALL HAVE U- FACTORS DETERMINED IN ANGE WITH NF'RG 100 OR AS SPECIFIED IN SECTION 502.15 OF THE YV.S.E.C. 12. LOS AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICXJ 1W OF 33 ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS ANP!5K**rLl6HT5 DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1-1/2" STET TO A MINIMUM 56" UMP LANDING. ALL 6LAZIN6 SHALL MEET THE REGUIRDoOM OF TAE WS.E.Co. TABLE 6 - 1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED 6LASS UNLE NOTED OTHERWISE. ALL BEDROOM EMER+6ENGY E& RESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 51 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 289.13. SITE 19UILT AND MILLAOIRK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER - STRIPPED, CAULKED AND 13E MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: I. MAXIMUM 6LAZIN6 AREA. 2. GLAZIN S MAN IPAGTURER AND MODEL LUMBERS. 8. YC16HTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY &LAZINI6 LOCATIONS PER UNIFORM BUILDING GODS. 1. INSRE5S AND E&RESS DOORS. 2. SLIDING &LASS DOORS AND 904INGIN6 GLASS DOORS. S. SHOVER AND BATHTUB ENCLOSURES. 4. 6LAZIN6 WITH THE EXPOSE' EDGE WITHIN A 24" RADIUS AMC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN b0" ABOVE T'IE WALKING SURFACE. 5. 6LAZINS GREATER THAN q SQUARE FEET THAT 15 LESS THAN 16" ABOVE FINISHED FLOOR. 6. 6LAZIN6 IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYL16HTS AlHEN FULLY TEMPERED SLABS 15 USED AS SINGLE GLAZING OR IN ALL PANES IN5ULATIO6 UNIT AND ALL OF THE FOLLOWING 00NVITION5 ARE NET. I. THE &LAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF &LASS 15 NOT MORE THAN 12' -0" ABOVE ANY HIALKIN& SURFACE OR ACCESSIBLE AREA. S. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3116 MECHANICAL • 6ENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPL.AGE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING GORE AND ''HE UNIFORM MECHANICAL CODE. H ATI N :EACH OYCLLIN6 UNIT SHALL BE PROVIDED WITH HEATIN6 FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 9' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE KS.E.C. ;DEFINITION OF DUILDIN& ENVELOPE FROM THE WA5HINOTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING Y*IICH ENCLOSE CONDITIONED SPACES THROUGH MC.44 THERMAL ENERGY MAY BE TRANSFEREP TO OR FROM THE EXTERIOR EXCEPT AS EAWTED BY THE I. FUEL BUfRNIN6 APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL GODS. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL SE LISTED AND LABELED BY AN APPROVED A6ENGY AND ASTAL.L.ED PER THE UNIFORM MECHANICAL GORE. APPLIANGE5 INTENDED FOR INSTALLATION IN CLOSETS, AL COVES OR CONFINED SPACES SHALL VE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL GODS. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO Be USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENIGLO5ED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, EWICLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND "TOP ACGORDIN6 TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPL IANGE5 SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPL I ANCE:S 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED &A5 PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLI N6 APPLIANCES LOCATED IN A 6ARA&E AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF I&NITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATINI6 ELEMENTS AND SWITCHES AT LEAST 16" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROU16H THE WALL, FLOOR OR CEILING SEPARATIN6 A RESIDENCE (GROUP 8, DIV15ION 3 OCCUPANCY) FROM A &ARA&E (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LE55 THAN 0.019" (NO. 26 GALVANIZED E+fEET &AUSK) AND HAVE NO OPENIN65 INTO THE 6ARAA&E PER THE UNIFORM BUIL.DIN& CODE, WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DE51 &NED TO BE VENTED SHALL BE CONNECTED TO A VENTI NkS SYSTEM COMPLYIN6 WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE BA &A5 VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS L15TIN6, MANUFAGTURER5 INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE 5 OR BW &A5 VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL GODS. A TYPE L VENT N5 SYSTEM SHALL TERMINATE NOT LE55 THAN 2'-0" A80VE THE HIGHEST POINT INHERE THE VENT PA65ES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-O" HI6HEIR THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" OF THE VENT PER THE UNIFORM h`EGHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED W 1 THI N THE SPACE OR AREA IN MI CH THE APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANIGE TO C4NEIU5TIBI PER THE UNIFORM WXoHANICAL CODE. +4EATI N6 EQUIPMENT ALL HEATING E011APMENT SHALL MEET THE REQUIREMENTS OF THE Ig81 NATIONAL APPLIANCE ENERGY G4N5ERVATION ACT (NAEGA) AND BE 50 LABELED. EQUIPMENT SHALL ALSO C 4PLY WITH SECTION 1411 OF THE KS.E.C. 14VAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF M51ON LOAD ftdmgmduNMmft`ft@up st waft Noho pdw appr"of NORM Mrl/olrr ��� n � Nd w4Y I*a. Sdit" van �„ ftm �ARATt �QT RlQ1M!!� I�ORt 0 Md�roM van" �LDING ONI9011 W t NT SYSTEM SPECIFICATIONS FROM THE 2000 WASHI N6TON STATE VENTILATION AND INDOOR AIR DUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR VENTILATION SYSTEM. 1. SOURCE 5PECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REGxUIREMENT'S: 1. BATHROOMS, LAUNDRIES AND POWDER ROOMS - 30 CFM a 025" W6. Z. KITCHENS - 100 CFM • 025" W.&. RANGE HOODS AND DOWN DRAFT MANSES MAY BE RATED AT 100 GPM a 0.10" W.6. (MIN) WHEN USED FOR EXHAUST FAN REOUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. ISE INSULATED TO R-4 (MINJ IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER. S. TLRMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TAB'.... 3 -5 ON THIS SHEET. 2. OVM')OR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR SYSTEM USINI6 THE FOLLOWING METHOD. S. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 5 - 5 ON THIS SHEET. 15. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. DE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: I. WITHIN TEN FMi OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OB.EGTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. S. A HAZARDOU OR UNSANITARY LOCATION. 4. r-. ROOM OR SPADE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PL.UM81146 ORAINA6E SYSTEM, UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATT11C5, CRAY'_ SPACES OR OAMASES. 4. THE INLET DUCT SHALL. Be EQUIPPED WITH ONE OF THE F X.LOMN6: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIMER, OR 15. A FIXED DAM PIER INSTALLED AND SET TO MEET MEASURED FLOW RATES A5 SPECIFIED IN T.•48LE 9-2 ON THIS SHEET, OR G. AN AUTOMATIC, FLOW RESUL.ATINS DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE I- 5SURE OF 0.10" WATER &AU6E AT THE POINT HIH RAE THE OUT'S'IDE AIR DUCT 15 'CONNECTED TO THE RETURN AIR PLENUM. s 5. THE VENTILATION SYSTEM SHALL SE CONTROLLED BY A 24 -HOAR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WIHOL.E HOLD SE SYSTEM FOR A MINIMUM OF E16W HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT REAl25 0 "40L.F HOUSE VENTILATION (SM OPERATING INST'RIUCTIONIS)'. NOTE: KINHS GOUNlY THE INSTALLATION OF A CA94TRALLY LOCATED Y*IOLE HOUSE EXHAUST FAN WITH A MINIMUM SOLE: RATING OF 15 AND SIZED ACC405 A" TO TABLE 9-2 ON THIS SHAT AND CONNECTED TO THE AUTOMATIC CONTROL TINIER. THIS 1t-. FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE P0551BILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUIL.D CAVITIES. INTERIOR DOORS SHOULD BE UNDERGAT ONE HALF INCH (I/2 ") ABOVE THE FINISHED FLOOR. TABLE 5- 2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND L:E55w i 11NIMUM AND MAXIMUM VENTILATION RATES: GABIC FEET PER MINUTE (CFW FLOOR AREA, FT` MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH '" DIAMETER .,MAXIMUM 4- LENGTH `' ` FEET <' MAXIN'UM ELBOWS + BEDROOMS 4 INCH 25'-0" 4 INCH 70 11-41 3 50 5 I NC H 2 OR LESS 3 4 1 5 6 7 NO LIMIT 8 NO LIMIT MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MAN. MAX. +TIN. MAX. <500 50 - 5 65 q8 60 120 q5 143 110 165 125 188 140 210 501 -1000 55 83 1 10 105 85 128 100 150 115 113 130 Iq5 145 218 1001 -1500 60 qO - m 113 qO 135 105 156 120 180 135 203 150 225 1501 -200 65 q8 80 85 90 q5 120 128 135 143 q5 100 105 110 143 150 158 165 110 115 120 125 165 1?3 180 188 125 130 135 140 186 145 .203 210 140 145 150 155 210 216 225 233 155 160 165 1'10 233 240 248 255 2001 -250 1 10 105 2501 -3000 75 113 3001 -350 3501-40 4001 - 500:; 5001 -6'. C 120 85 126 100 150 115 113 130 Iq5 145 216 160 240 175 263 95 143 110 165 125 188 140 210 55 233 1 , 70 255 165 275 105 156 120 130 140 150 160 160 Iq5 210 225 240 135 145 155 165 175 .203 218 233 248 263 150 160 I TO 160 140 225 240 255 2'70 285 165 ITS 165 Iq5 205 246 263 2"18 2q3 306 180 140 200 210 2'70 285 300 315 330 Iq5 205 215 225 235 2q3 306 323 338 353 6001 -70C .i 115 I'T3 7001 - 600. :) 125 155 8001 -qr__ 203 - 135 >gOcO -iS I 218 • FOR RE51DIENCES THAT EXCEED 6 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT L15TED FOR 6 BErAROOM5 BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM 15 EQUAL TO 1.5 THE MININUIM. TABLE 3 -3 F`:,�, PRESCRIPTIVE EXHAUST DUCT SIZING s : a FAN TEF-TED CFM • 0.25" W.6. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH '" DIAMETER .,MAXIMUM 4- LENGTH `' ` FEET <' MAXIN'UM ELBOWS + 50 4 INCH 25'-0" 4 INCH 70 11-41 3 50 5 I NC H q0' -0" 5 INCH 100' -0" 3 50 b INCH NO LIMIT b INCH NO LIMIT 3 60 4 I NGH 2 N/A 4 INCH _- 20' -O" 3 80 5 INCH b INCH IS' -O" q0' -0" 5 INCH b INCH 100' -O" NO LIMIT 3 3 60 r 100 5 INCH 2 N/A 5 INCH 100 6 INCH 45 b INCH NO LIMIT 3 125 6 INCH l5'-O" b INCH NO LIMIT 3 12S-1 7 INCH 10'-0" _4 - 7 INCH NO LIMIT 3 NOTE: 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 5 -5 ES PRCRIPTIVE INTEGRATED FORGED AIR SUPPLY DUCT SIZING REGUIR ED FLOW (CFM) PER TABLE 3 -2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LEN6TH I MAXIMUM NUM B1='2 OF EL50v.7 9 .50 -80 6 I NGH 7 INCH 8 INCH "1 INCH 8 INCH 10 INCH 20'-0" 20' -0" :20'..0" :20'..0" O" 3 3 0 80 -125 115 -175 !70 -240 q INCH II INCH 20'-0" NOTE: 1. FOR LENSTH5 OVER 20 FEET INCREASE DUCT DIAMETER I INCH. . ;2. FOR EL80AS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INC. + �T�k�RK 1. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET F C THE UNIFORM MECHANICAL ODE. 2. RECTANSULAR, FLAT, OVAL AND ROUND OUGT JOINTS AND SEAMS SHALL BE r��• PER THE UNIFORM MECHANICAL CODE. 3. INSTALLATION OF DUCTS SHALL COMPLY W 1 TH THE UNIFORM MEGHAN I GAL VDE . 4. DUCT ! NSULATION BE INSTALLED IN ANGE WITH THE UNIFORM MIECHIANI GAL • CODE. I M gig AN mca w�Mp� ar+ov�vwd 111W akpw � ,� Of no uc" ad dm rm of i mm a= O � 7/ i f4 � , F /I, >* F f9 r CODE EWER a T FR APPROVED Stu. I e Boa GMIS l83 X' i i l l I _ .., .. ... �` _ -..� .. ..`` -4 ... -.. :""`�_� • ' <•,. », ^'�" .� - ^�� M M 1 80 f4 � , F /I, >* F f9 r CODE EWER a T FR APPROVED Stu. I e Boa GMIS l83 X' i i l l I _ .., .. ... �` _ -..� .. ..`` -4 ... -.. :""`�_� • ' <•,. », ^'�" .� - ^�� M M FRA MING , t FOUN ATI ON FRAM I N6 4 FOUN I N N" I N6 QN FRA I N6 _4 FOUNDAT DiMEN51i N OlMENSION L :� PIMEN51ON DIMENSION t 1 PER ELEVATION OVER 2x 5TUD5 PER PLAN " STUDS PER PLAN - 2X STUDS PER PLAN W �� 'T LB. BUILDiNb PAPER OR FINISH PER ELEVATION OVER �- �T PER PLAN AIR INFILTRATION BARRIER '1 I LB i BUILDING PAPER OR GATT INSULATION PER PLAN x SUDS W OVER 5HEATHiN6 PER PLAN A R NFL EATHI ON BARRIER 'FINISH PER ELEVATION OVER P.T. SILL PLATE 4 A.B. PER OVER SHEATHING PER PLAN '1 LB. BUILDING PAPER OR GATT INSULATION PER PLAN P.T. SILL PLATE 4 A.B. PER 5HEAR WALL 5GHEDULE - --2X STUDS PER PLAN AIR INFILTRATION BARRIER 5/4" T.46. PLYWOOD SUBFLOOR P.T. SILL PLATE t A.B. PER SHEAR WALL SCHEDULE AND /OR FOUNDATION PLAN OVER SHEATHING PER PLAN GLUED 4 NAILED SCHEDULE 2 AND /OR FOUNDATION PLAN P.T. SILL PLATE t A.B. PER - - -� GATT INSULATION PER PLAN - „ MIN. R - 10 11 AND /OR 'FOUNDATION PLAN Z - F A - - - - SHEAR WALL SCHEDULE 3/4 T.46. PLYWOOD 5U5FLOOR L 5 HI N6 1 R IN AND /OR FOUNDATION PLAN GLUED 4 NAILED - FLASHING , OPTIONAL 4” GONG. S LAB 4" GONG. SLAB WOOD TRIM 4" GONG. SLAB OVER b MIL. BLACK OVER b MIL. BLACK I• MAX OR OPTIONAL 4" GONG. SLAB OVER '� d „ BATT INSULATION PER PLAN FLR. JSTS. PER PLAN V.B. OVER Ia z 6 " MIN. r, b MIL. BLACK V. B. OVER V.B. OVER 4 V,p. OVER 4 MAN •DOOR OVER b MI�.� ;� vi�z� J _ � � j� z< j 30 MAX. 4'' GRANULAR FILL ' GRANULAR FILL • , ' 4 GONG. SLA$ _ VIP GRANULAR F I_ 11 < < z b MIN. - 6R,ANULAR FILL � - I } z (I) 04 BAR CONTINUOUS 19 BLOCKING ®MID - SPAN I NOTE: SPACI • • I - a • • • a • ° • • 1 I • BELO ' ,� .�-�t �,- - II n (1) M4 BAR GONT °I� Al `��W� W 4 1 • I • • r • • '� •�'•' J ' r �''• , :t 1` r' �;,••'y I''� :y' , I , P . T . LL PATE t A .B. f , \,. ,,:•::.. • • : MAX. . W 4 I • • , • • • • • • I� •" • • • Q� Z - 111 ,. ;:..,. ?' ..fi.:,i - .,• .;:•r,: I II ' .;:.• , -� .' _ j L.B. P ER : y• •• •;::•� ::,• ,..:� 7.' •t •..:• r�• ..,' - �_ !! TOP OF FND WALL N • • _ �v� I �' •' , f �'.� �'� . 'Y 1 . .t. ,_:' . �'Y J"• I w :�• / :,f sl :.,: , • I STiJB T o4 AR X 4 - �- _ I SHEAR WALL SCHEDULE W r.• !. ` . . I J:. :.•. • I . •:'. V "� ':: .. ,.. .; - � •..; , _ FLR. J5T5. - — � ANDS OR FOUNDATION PLAN •� -1 .: �;- .�;_ .,, �, *..��� • '�• � „ .• � ,; �• .:., =. =:= :�•• •...: a � � 6 � � v: � � —� I :• ::- :� -:, � 8 G.G. N N ;- � .. � _-_ -- - 'NI •• .1� .. �• ? .. 7-^ . _ • L� • t• .t }:: • 4 , ► : •►..', • , Y; ti ,r • . • 11 '.'tw ' :`••• .�• 7 • •�•' �„•ir x bH E (1) 4 BAR GN MA PER PLAN - + I --I ' 41� — OT X. " !! z i• --=t'� �=1 --'i •., L�� �•r 3 T N F OR M DRAIN II _` ( I• I . • i- �� { —{ r -! ~I P SIMP50N L821 - TIGHTLI r ( 1 11 i ~:�:�; • •• (2) •4 BAR GONTI%. OL)5 , z - — EXPAN51ON JOIN I BELOW T.O. FND WALL �-- + II O T - •4 BAR VERTI I i r • . I I • • • N - _- �_- _. -_._ f -. F REC�UIRED -- j I I I- � I �- _ � �I ` � 11 :� R -5 RIGID INSULATION � I TOP FLANGE HANGERS i • IF STORM I � - � HORIZONTAL A Ib o.G° G • ='t -�• w � -��'� � 1 N; IE _jam I I i- n• • j VERTICAL •STEM WALL 4 BAR VERTICAL ®Ib O.G. i _ _ _ I I I - m $k o F f - II • 4 BAR VERTIGAi ® !6" O.G. • - ITT�1T 4 HORIZONTAL ® Ib" D.G. °•II 4 i -- _ - _ • I I • �* b MIL. BLACK V.B. -4 BAR VERTICAL ® 16 1, Il -.- b MIL. BLACK V. B. 41 I I i y < N < • -- " O.C. 4 HORIZONTAL o I6 I +_ ' I z � H = 4 HORIZONTAL ® I b" O.G. " O.G. -- III I I I I I I I o • (2) 04 BAR CONTINUOUS • • — • z Ln _ ` y • • I t • : (2) 04 BAR GOVT I NUOUS dJ I I. _ I - III ! (2) 4 BAR CONTI m , • I I j ; , I (I- z t � GLR a o $ a t 6 <z u U _ • AI %. , 2) #4 BAR CONTINUOUS w m a" R. 4 VIA. PERF. FND. DRAIN. 3 GLR, • ., 11 -_ i -- • _ �gF - 4 D 1 A. PERF. FND. DRAIN. b I b 6 -. " " 8 GLR. ,, ' • •. 4" DIA. PERF. FND. DRAIN. S" GLR. ~ _ � < x � „ PROVIDE 4 OF 3/4 GRAVEL „ 4 FILTER MEDIA COVERING .11 01 4 8 ��` N 1 11 1 11 PROVIDE 4 OF 3/4 GRAVEL 4 ,11 4 11 PROVIDE 4 OF 3/4 GRAVEL d z W p � z > � 50AL-E 1 I -O " = II_D1, L�� 8 1 -�L - 4� R FILTER MEDIA COVERING L L a ll .1 L ,/ERINb GRAVEL PER UPC M1.5.1. SCALE I VEL PE UPC, MI.5.1. SCALE � 1 = I' -O" � -�— -11 GR AVEL PER UPC M l 4 FILTER MEDIA GO' .5.l. SCALE 1' = I I GAfi�AC�E F OUNDATIONAALL 2 8 " STEM WALL. I N5U . 5 15ED '� CA YV L. 5L AB 3 8 RA ON W/ 5LAE3 4 8 FOUNDATION WALL 5 THICKENED 5LAB o U 2 1_011 FIM D NAILING NOTED IN PLYWOOD NOTES ON PG, ROOFING MATERIAL PER FIELD N/II►ILING NOTED IN PLYWOOD NOTES ON PG, I FIELD NAILING NOTED IN PLYWOOD NOTES ON Pis NG BETWEEN INTERMEDIATE • BATT INSULATION ELEVATION OVER BUILDING I GUARDRAIL MEMBERS TO BE A MAX. OF U W cn � v • • .. PER PLAN APER d SHEATHING PER PLAN —CRIC 1 GKET 4 CLEAR SUCH THAT A SPHERE OF 4 DIA, LL! TYP I G AL ROOF I I /4" DIA. MIN. SHALL NOT PA55 THROUGH ANY OPENING b • ' •� •• ~• ,' OF FRAMING 2 X 6 BUILT -UP CURB DIAPHRAGM COW. HANDRAIL W • _ - - - ° _ " -� r , �� _ _ .- - • ' GE I L I NG JO 15T5 MEMBERS PER PLAN PER PLAN BALUSTERS TO CONFORM W` •' INSULATION BAFFLE TO ROOF FRAMING ? N Q WALL .: ; • 11 EXTEND 12" ABOVE SKYLIGHT SIZE PER PLAN W/ STEM MEMBERS PER PLAN TO UBG BEG. 1003.3.3 o v 4 MIN. CURB FLASHI N6 AS .� = 8 • PER PLAN -'4 x5 -O N WITH 1 1/2 " INSULATION, RECOMMENDED BY MANUFACTURER 3 CLEAR AIRSPACE (2 LAYERS LAMINATED GLASS • • • • •- • •. VENTED 2X BLOCKING +!2' -D" A.F.F./ 2 LAYERS TEMPERED 10 ! SIMPSON A34 (I) . „ • . W/ (3) 2" VIA HOLES Cm-A55 ® - 12'-0" A.F.F Q OC ®EA. STRINGER g g • -.; -- - - -- '- - -- - - - - -' , , • + PER 24 O.G. (BLOGKIN (2) 2X4 _� - v ' 8 m U ��� a • • '' .. • _ TO TOUGH TOP PLATE) RAFTERS OR T BEYOND FASCIA • 1.• . •. •. •, O BOARD 2X4 Ni. �� �� • • ' . ,04 ® MID - HEIGHT • = i0 PER PLAN HAILERS ��� 2xb SOLID Z W A/ 0 cn ? Li ao 4,4 OF FOOTING• $LOCKING Z uS • " • ' • 4 A55F a 24" O.G. (BIRD METAL TINUDUS \ o 48 O.G. BEAM w w _ - • _ a _ _ _ .., ` •_ - - - - _ • SLOGK I NG TO TOP PLATE) GUTTER �,� a O uj PER PLAN < ca w •_. ' ' • -- �---.- b " BASEMENT r GATT INSULATION � � - N W' MIN. Z CL °i :'• '' :; :.`.- y WALL . • ' (3) Hsu N A I LS, ® PER PLAN ;p TREAD O w 0 5/8 POOT I Nb PER • EACH TRUSS 8d NAILS e (2) 2X4 BELOW STAIR INST N �- FLAN —' I • :.. • . b" O.G. (SHTb '� YPE X G.W B. 2) LAYERS — '>' 30" OR GREATER OVERHANGS 11 a CEILING (1) LAYER ® WALLS I I I —I I III = : � ;•- TO BIRDBLOCKING) 2X4 INFILL FRAMING Ibd • b O.G. _ 6 COMPACTED - III = III= �"::�.'� a • USE SIMPSON H -1 SEISMIC TIE ® (3) Ibd TO BLOCKING, - � (5� 2X12 STRINGERS °p BACK FILL PER, I I =I (I- ='I I •' 4 ; X48" O.G. (TRL�S TO TOP PLATE) OVERHANG - - - - - - - - - - - - - - - - - - - �- - - - - - - - EACH END TYP. 2X4 THRUM' T r I— III =� I I :_`________= _______ - -____ Ibd o STRUCTURAL —' al PER PLAN - --,��- X STUDS PER PLAN PER PLAN - _ 4" O.G. FIRE �-- --- SHEAR WALL • ° FIN' 5/8" TYPE "X" G.W.B. PER PLAN BLOCK NOTFIRE I I —I I SH PER ELEVATION OVER (FULL HE I BHT) 1 .• a . L.B. BUILDING PAPER OR AIR INFILTRATION BARRIER (3) 8d TOE NAIL STRINGER BATT INSULATION PER PLAN OVER SHEATHING PER PLAN TO THRUST BLOCK NOT TO SCALE SCALE 1" = I' -O" SCALE : I" = I' -O" NOT TO SCALE 1 JOIST OR BLOCKING ® FLOOR BELOW NOT TO SCALE 6 T 4rF I GAL 5TEPPEID FOOT -7 FLAT GE I L I NG 4 EA%VE 5 SKYL I H &T 01 FLAT GE I L I NG 4 (GABLE 10 I NTERI OR STAIR * Is IV __ .- FRAMING 4 FOUNDATION 2X6 P.T. TOP RAIL DIMENSION F hDATiON X FIELD NAILING NOTED IN PLYWOOD NOTES ON P6 I 2 5TUD5 PER PLAN DIMENSION _ -FRAM INS N6 4 FOUNDATION � X4 P.T. EACH SIDE ' 2X2 P.T. PICKETS 2x STUDS PER PLAN BATT INSULATION PER PLAN 1/2" AIR GAP PLR. JSTS. PER PLAN �,.- , ,� r, �� DIMENSION TREATED ' 3x w/ 3/4" dla. x 12" ANCHOR _ " INSTALL 5/8" TYPE 'X' ' z ®5 3/8 O.G. SHEAR WALL PER PLAN 11 BA IT INSULATION PER PLAN G•WB• � Ibd NAIL ®4 O.G. BOLTS O 24 O.G. (COUNTER SINK) . 1X4 P.T. EACH SIDE 51MP50N J.26 4 SCHEDULE UNHEATED AREA ;p 2x STUDS, PER PLAN 5/4" T.4 6. PLYWOOD 5UBFLOOR 2X STUDS PER PLAN (MIN. 9PAGIN6 FOR A.B. 15 24 UNLE m 4x4 P.T. P05T J015T HANGERS FIN15H PER ELEVATION OVER ) BATT INSULATION PER PLAN GLUED 4 NAILED NOTED OTHERA15E IN LATERAL NOTES o 15 LB. BUILDING PAPER - -2x FURRING, PER PLAN GATT INSULATION PER PLAN 2X4 P.T. DECKING OVER 5HEATHIN6 PER PLAN 3/4" T.96. PLYWOOD SUBFLOOR 3/4" T.46. PLYWOOD Q.T. SILL PLATE 4 A.B. PER -- BATT INSULATION PER PLAN Z . SLUED d NAILED _ _ SUBFLOOR GLUED # NAILED SHEAR WALL SCHEDULE 2X P.T. - -•�+ AND /OR FOUNDATION PLAN 5.0.6. 0 SOLID BLOCKIN G •�:�: FLR. -0 BLOCKING 6" MIN. / . 1 I I• ,PER PLAN BEAM PER PLAN ,;'1 } # - (1) 04 BAR CONTINUOUS = I 2'-O" MIN. R -10 • • 1 .' S •• • ;'••. • I I <� SIMPSON L5210 (2) 142")<5 1/2 P.T. BEAM I 2 X 4 CLEAT ., •_,;.., , , . ..:�= '. It-d I ' FLR. J5T5. PER PLAN I 1 RIG,D INSULATION X •7'' : �.,....•, �: -- L� -� -TOP FLANGE HANGER5 CARRAGE 50LT5 PER PLAN b' NAIL _ I •} EACH 51DE T} -IRLJ JOIST 8 P05T 11 x5 1 LA = • II 1 I 4" GONG. SLAB BOTTOM OF BEAM (3)5/8 G SCREWS BLACK OVER 6 MIL z •' .: ; • :: „ x: ? • c _ I I- III =1 I I= I . ' r• � ..r; } P.T. DECK JOI-.T PER PLAN THROUGH P.T. LEDGER L — — _ _ I _1 j V.B. OVER 4" P. T. POST PER PLAN - III — III =1 I �- A 10" O.G. ' G z I i - " I I I _ 2) 5150N A24 T INTO RIM JST. Ib SLAB ON RADE TO BE O.G. OR TO 6 NG ANCHORS MIL BLACK V B MIL. SLAG = II ' GRANULAR FILL MP { I I —I I I I �,•:.;;: T jy FRAM 6 . V. B. I —iZ : �'; ;::'' • ' P05 GAP PER PLAN (5T AGGERED) INS � ,A ED PRIOR � � ( K)I I �I -' I =I I f ' I ` .. , 5.0.6. d WOOD FLOOR TO BACKFILL PLACEMENT �' NOTE: NO SLAB IN5UL. r VAPOR BARRIE — y1 ; r - ®EACH PJST I ' I — 05 �® 9" O.G .: .:,":; I P.T. s _ _ • - POST PER PLAN � � I I I �I . _ _ _ — I r • � . � I BE INSTALLED PRIOR REQUIRED IF SLAB 15 . ISOLATED FOOT-N6 MORE THAN 2 FEET PER P,.AN I I� • VERTICAL; TO PLACEMENT OF f'G`5T BASE PER PL AN 1. LOW GRADE 11 ip I I III — III = I i- --� �;,'' - = 8 • •�. 1 COMPACTED BAGKFILL 1 •4 BAR VERTICA 2x STUDS ®I6 O.G. BE l ;) � �: ^. -:.`-� � :•t• • -- I �• « I I _ I_ • . + •• L ® I6" O.G. --r;I ••• . I i =1 I 1 =� I I= •' -, , ~� -,,.. • I I • I I -- — I I— MUD5ILL / A. BOLTS a 11 4 HORIZONTAL ® I6" O.G. III I I I . y _I k_ Z - FLASHING 2) 04' BAR CONTINUOUS MIN. 1/2 AIR SPACE 1 • WOOD TRIM PER FOUNDATION „ Ir 1 -4 " O r •• .�. • • 1 h' -' OPTIONAL PLAN 9 GL R. - -- -(:2) # 4 BAR CONTINUOUS _i • i/ 11 n 11 . � •. y .,.•• , • I. 6 ° MIN �� �k 4 " SCALE . I " = 1'- 11 INSUL. : r : + w •• • FURRED WALL d SCALE 1 - -0 O - I PER PLAN SCALE 1" 1' -0" .�:�.- 1 -ID RIGID INSULATION I N (2) *4 ® TOP OF WALL - 1 I DE�K M;N. ! BETWEEN i 11 COMPACTED -- -*z+•' ' i�' "' 1 VERTICAL STUD d CONC. , 1 8 FULL HE I &HT GRAY�L S 'AOE/B5MT. FND . P4,ALL 14 CONTINUOUS FOOTING J I . FILL x..;' : ;'. °:r;,. • • i) , 4" GONG. 5LAB OVER TOP OF GR ADE �•— - I f I ��.:_ �:...;;. ) b MIL. BLACK V.S. �' *4 $AR ® IO" O.G. WATERPROOF < � - �' VERTICAL FRAMING 4 FOUNDATION TIGHT INE .= .., DIMENSION _ I :. .I ..— MEMBRANE ' ' :. ' • STORM DRA' N • ' �: 1 < . . , • • • • - 11 L O.G. - f LB. BUILDING PAPER OR - FIN15H PER E EVATION OVER t..:: �,•' .: :. • I .. IF REa. r R F. •;; ,�.r� 1 4 BAR ® 10 �rt E� � �"' "'; �.`;: �- •�'w "1~';: • ' : 1 • '• <. is I I I' -O" MIN •{ :>:'•" °�;r .1 ~ HORIZONTAL X AIR INFILTRATION BARRIER Grp P , , r ,,- ' •• •'' :�� ?.:;: GRANULAR ~ I Q � FREE DRAINING ,, .• 4' , • OVER 5HEA I HING PER PLAN FURRED GO GTED, r az ; .. -' :. ti, •�: : ;y,� ` • ' IN5TALL MPA r WALL 4 1 f3ACKF LL OR SAND _.�`t`,'� :„ �r INSUL. PER PLAN - 2X STUDS PER PLAN ROVE _.` FILL IN EQUAL ITT 1 � ' 1 p •,= :"• FIN15H PER P �- I WATERPROOF O p►p :.a�: DOWN EACH SIDE OF�� ` RIGID INSULATION' _ T p MEMB - BATT INSULATION PER PLAN d2�a /HALL BELOW LOWER' i INSULA ION PER LAN P.T, 1 ` • r ' � '� SILL PLATE 4 A.B. PER ` ., 'tr• �.' ,' t1 ><'`�;�'•:� .� �' �.;_ 2" 4 BAR DOWEL LEVFL S.O.G.• 1.. ...•. - ?r.• C' E 10 O.G. ' -q" A SHEAR WALL SCHEDULE 3/4" T.db. PLYWOOD SUBFLOOR ;, :; ti . =' `' ��• t.?,i'-,r,•_�,lti:'�::; . X STUD WALL L AR 2 L P AND /OR FOUNDATION PLAN BLUED 4 NAILED ,. � _ D <; 11 s ... X , , :`tr.•• .": ":y : 'N - GO PER PLAN I '� �/^� �' .• ....,~.: :. ,fl ' . ► "_f: {.. -. N 2 '-- 0 " MIN. R • .. ,. R f '•.�a•��=•s .� •.•�.•� ..•, FIB , .�..... SHEATHING - - ::� :: , . _ ._-. N GID INS 1 �.�'� ." ,: •: • •I I Y , - ,- • GATT INSULATION PER PLAN Q •• .; • �;� - .•.:,;•, i VV G. 1NG • s� , • ••."r ,• M T..7• • •1• . I: • :.i.T'. �• ' :...: ' :.•�.:.'. ~ E�•- Y RE ST TANT I \ � ; �: • 'rrR• :e} •N OVER b M &. $LACK BARR ER OVER 4" N N 5LAB .IV•.Y' <,fa.- .r ..;�' ll '� 14 �: rte' -- '.►ti " °:��'�' X - r • _ .* �4'� ~�• VB. • • • • • • • • ! r�,.�_ 1I <`'.L. EC`.� _� • • • •' v s~ A +• ��� ? METAL LATH _ �I w � . : , ;.• . . , � r ;�'�'" . M 6RANU AR FILL I • . ��: ;;�� ; :'• �;,:.,��': _:..• » �. n, -- 1���:7 • "ti r {'..' • .r I � L • • I ' • ~�� _J<•_••. l:w�: •• L. : • .' I �,►••�: '•� ~� DL/E i „ N N s. w: •�,�:,►,•�. • J u I - • ' ; • STUB OUT M4 BAR �C 2411 , I I - FLR. T *'' •.�'� ' • I g T w. _ I I (' ; x:. ,;,ti ; � � !'1 ' ti fN • + • " 0.C. - - 5. GUL?VRED STONE • ! � .:.:: T � : • �;, ^ , s: .► !! V r�' -�;, I `C / .ms ;',,�.,. ; .r, •� ���„•: ?; - +; PER PLAN 7�. , •!. .�<T • ' • •::� c 3 • ftl 0 AY: SASE N • ; �•' %!t :,rA 'y . • z :..�,•' i' , »,' :• i ' T L f� (I 4 BAR 11 I - -• +. . . ,• , r GONTII�JOUc (1 z I '. .w:i.�.'.'.�• ,•t. ?• + I i ' 1' '(3) s<a BAR . .1 f RIM J015T MORTAR • �:;: ., ��.. ,:1•,:/'� ti M .•GONTIN000S 1 . . M4 .A1 RTI 1 ' \ • _:.�..�;�•, .�:'s ►: r�tA� IY: / JOINT f �' ♦ p' • •� t' • :,r -• 8 JJ' c 11 11 I '� •• ' • BEAM PER PLAN . .� Ai • 'b O " D.G. I .•;, �•1.. y. �,; �; r.. ;. •: '. :��. ,;:��,.; ti' •, t !� r DASE: TYPE N MORTAR 1 �, , +�`,,' '= •, 4 HORIZONT .G. !,M�!w �! } v jr'it: " :j. lilt '. �:*;`; .�'. 10/25/01 y,.• • �'r. • ' • . ~• P.T. P05T PER PLAN •� :' •'•v. ':� .• r D SE ATING BED f M . -:,r' ,�'� 1 •. ry . MIN. 1 /2" A I R SPACE (1 _ :�.•�!.r,S i .'�,' 4 + -_ BY: DATE: ., c•" i ,a . • _ SIMPSON A24 • 1 / I ;_ , ..•, L j • • 49 Ila •^ "�, . • . • , • 3 CLEAR • �RAMIN& ANCHORS • It , , b MIL BLACK V.B. ?'.:�.�.: % . ;..� • •�- ) 04 BAR • _ '� O EACH P05T -. • (2) M4 BAR CONTINUOUS 4" DIA. PERF. Fw. i 0�11l1, �►� : " '- ,• • • CONTINUOUS 4 "m SMOOTH WALLED q „ „ �' .• - -�� 4" DIA. PERF. FND. DRAIN. PROVIDE 4'' OF 9 /4" &RAVEL -LI 4 " 11 4 " FOOTING DRAIN - 4 FILTER MEDIA GONERiN6 r .8 - --- jr --� -- PROVIDE 4" OF 3/4" GRAVEL NOT TO SCALE A • : N . 11 ` 11 - - FILTER MEDIA GOVERIN6 GRAVEL PER LPG MI,S.I. SCALE I = 1'-0" TO APPROVED SCALE 1 s 1-O - D RAIN A GE SOU RCE SG LE 1 I •-O ___ -- - 6RA� � PER UP MI . .I . L I &HT A I GHT VENEER O/ 5HEATH I NG 16 " R� � CANT L. RETA i N I NCB Y'�IALL I � 15ED FOUNI�AT I ON HALL H/ 5LAB 18 I Q BASE1� NT � Y'�ALL META I L . J 1 a �h FIMD NAILING NOTED IN PLYWOpp NOTES ON Pa I T pd • b" O.G. lop PROVIDE 5LK'6 y 13EH I ND C516 STRAP TYP GAL 09 � ; INTSALLATION AS A FLOOR TO FLOOR TIE SHEATH TRUSS 1818 I Ibd NAILS • 16" O.G. PER PI-4 DOOR/W I NDOW p[ PROVIDE INTERMITTENT HEADER •d Z FRAMING AS REQUIRED F- G516 FULL WIDTH U a - OF SHEAR WALL, Jl -- PLUS 12" END z � LEN&TH TO HEADER - 2 a ` ' _- LOCATE 5HEA . I N6 2) HEM F I R � a m i RIM JO 1ST „ �O I NT • COMMON MEMBER STUDS REQU I RED L) U � a J v 4 IOd • 4 O.G. x� VoV:�� IOd • 4 O.G. Z �� � j��uZ�� zaW,� 2x AS REQIUREV Q HTT 22 4g�� ;� -o z TYP. DETAIL NOT W N Ir w�m������ SHEAR WA ��� ����N�z LL wa ��a ZNW SHOAN ON PLANS cn . Ww <g a; V M5T48 w/(34) Ibd 5 i NKERS : (SEE PLANS) a a U a �V � PROVIDE MINIMUM T= 2845 5/8" DIA. o ui4 <4w Lnm^ I~ END D 5TA \GE ALL- THREAD Z(A r a o 6 0 6 0? u CS I b w(22) loci TYP. DETAIL NOT w x � v a m EQUAL NUMEER OF I T= 1465 SHOM ON PLANS 11 aiu�����a� <� SPECIFIED NAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE IN EACH ENG• NOT TO SCALE I I I I FLOOR J015T i NPI GAL END CONNECTION 2 SHEAR TRANSFER ® EXT. !MALL 3 SHEAR TRANSFER 4 0516 STRAP TO HEADFR t I I-- . II N V FIELD NAILING NOTED IN PLYV40OD NOTES ON P6 I 1 I `✓ LLI v 1 9 w IOd ® 4" O.G. W v SHEATHING (2) HEM -FIR (2) HEM -FIR Z N °C STUDS REQU I RED 1 = v a Ibd • 24" .G. O STUDS REQUIRED 8 ,435 HTT 22 ~'� 3 HTT 22 -ITT 22 . U. gds 8d ®6" O.G. i 8d • b" O.G. 5/8" DIA. " (2) HEM -FIR L N 5/8 VIA. (PER U.B.G.) LOCATE JOIST OVER ALL- THREAD 57VDS REQUIRED (A 1 N ALL - THREAD z� SHEAR WALL 0 ,r, 1 � Ibd • 24" O.G. I I BEAM ! Z w v W I RIM JOIST . 2 - EXTEND S I N6 d NA I L I NG I I P.T. MUD 51 LL 1 ' ' :� -� > � � 4" ABOVE TOP PLATE. NAIL EXTERIOR WALL II • SHEATH I N6 TO JOIST PER f I 1 r� r� ; Q G ,.....� y Z � ,,1y 1f SHEAR WALL EDGE NAILING a • i` N SHEAR WALL = I ' EPDXY GROUT r "•' t { PER PLAN PER MANUFACTURERS 1, '.` 3" DIA. ASHER I RECOMMENDATIONS °�° W COUNTERSINK OK ER* = I GBO (ET) : ER -5'1q I - u - � • • L � •. o. - G.�. NOT TO SCALE t E $ ;,•,, `� t • NOT TO SCALE ••18000. /� RIOT TO SCALE SCALE 1" 1'-0" 1(L �,� aTr . r 5 5HFAR Y4ALL. TO FLOOR JO 15T 6 A55 INSTALLATION (PLAN V LATERAL DETA 5 HTT:2:2 INSTALLATION q H 2:2 I NSTALLATI ON (2) HEM-FIR (2) HEM -FIR STUDS RI I RED STUDS REQU I RED PHDB HTT 22 P.T. MUD SILL 7 /8" VIA. P.T. MUD 51LL 5/8" VIA. ALL- THREAD ALL- THREAD • . a d I EPDXY GROUT '� � 1 PER ANUFAGTURER5 j t PER MANUFAGTURER5 d I I REGOMMENDATIONS ' REGOMf�'END AT! ON5 ERA = I GBO (ET) : ER -51g l ERA = 1030 (ET/: ER -51 '' 18. 18. � •' • •• r. • • • a SCALE I M = I ' -0 " SHEAR INALL 50HEDULF (51 Igg7 UBG TABLE 23- II - - I, t 23- II -I -2) s . _ 4 t .N• 1 7/16" PLYWOOD OR 055 EQUAL, v4/8d (0.113 ") NAILS • b" O.G. PI -6 V = I PLF ANCHORAGE: (INTERIOR WALL5 ONLY) TO SINGLE JOIST (OR BLK6) BELOW: Ibd • b" O.G. '1/16" PLYWOOD OR 055 EQUAL, w /8d (0.113 ") NAILS ® 4" O.G. PI -4 V = 304 PLF ANCHORAGE: (INTERIOR WALL5 ONLY) TO SINGLE J015T (OR BLK6) BELOW: Ibd ® 4" O.G. PI -5 V = 350 PLF '7 /I6" PLYWOOD OR OSB EQUAL, P4 /8d (0.113 ") NAILS ® 3" O.G. ANCHORAGE: (INTERIOR WALLS ONLY) TO DOUBLE JOIST (OR BLKG) BELOW: Ibd A 3" O.G. (STAGGER NAILS TO ALTERNATE MEMBER) PI -2 1/16 PLYWOOD OR 055 EQUAL, w /8d (0.113 ") NAILS • 2" O.G. V = 516 PLF ANCHORAGE: (INTERIOR WALL5 ONLY) TO BEAM BELOW: Ibd ® 2.5" O.G. NOTE: USE MIN. 3" NOMINAL 5TUD5 • ADJOINING PANELS ED6E5. '7/I6 05B MIN. (2 SIDES), w/ 8d (0.113 NAILS 0 5 O.G. P2_3 V = 118 PLF ANCHORAGE: (INTERIOR WALLS ONLY) TO BEAM BELOW: 318" LAb 5CREY45 . 8" O.G. NOTE: USE MIN. 3" NOMINAL STUDS 4 SILL PLATE NOTES: I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WI"H A MINIMUM SHANK DIAMETER OF 0.113 ". 2. NAIL 5PAC I NG 15 FOR ALL PANEL EDGE5. BLOCK ALL PANEL EDGE5. 3. 5PAG I N6 OF NAILS ALONG INTERMEDIATE FRAM I N6 MEMBERS 15 12" O.G. 4. 5HEATHING TO BE APA RATED, EXPI/EXP2/EXT OR G- G /G- D /STRUCTII PLYWOOD. 5. ALL SHEAR WALLS TO BE SHEATHED FROM TOP PLATE TO BOTTOM PLATE UNLE55 NOTED OTHE"ISE. V . m 0 HOT TO SCALE 1 INSTALLATION TO FOUNDATION II _PROS INSTALLATION (y to � m moo', —BEAM PER PLAN � � 1NGO JA N O ,9 � 6J4 --'tJ) S /8" x 8" LAb 90LT5 �rcnrrER TG b/O SHEAR WALL ED6E NAILfN6 --� ��IRED _4A04 BY: DATE: BRA 1 /IbiO Sx TOP PLATE A TERK sn ooh: iP2 -9 SHEAR WALL BY: M1E: ..RA 1p/22/03 NOT TO SCALE 1 :2 LATERAL DETAIL 13 14 15 I b 0 j a 46 • - 1818 1818 1818.. a . . . 1818 1818 1818 1818. • - 1818. 1818. . +. .n...Ik t f ♦ - . . R w .r ..v ..•�.. - .4.. .• 1818 01 ► -. .1...~aw�c. s . _ 4 t .N• 1818.. " d� y TOP ft • - +18' -0" A.M.F. 2 SKY LITE rv/ LAM. GLA55 D.S. 2'2' SKY LITE - w/ LAM. 6LA55 TOP f� +18' -0" A.M.F. (2)2'2' SKY L 1 TE w/ LAM. GLA55 T_ a LOWER ROOF +q'- 1" A.M.F. 'm°. • SABLE ENDS E� T.O. BEAM +q' -I" A.M.F. ROOF FRAMING PLAN SCALE: 1/4" = 1' -0" ROOF LATERAL. NOTES IU SHEATH TRU55 PER PI -4 L ='1'. SEE DETAIL 5 /2a. O BLOCK T522 AT 61RDER TRUS5 TO WALL TOP PLATE. O SHEATH TRUSS PER PI -4, L =6'. SEE DETAIL 5120, STUB GIRDER TRUSS END JACKS 0 24" O.G. s ' r ROOF FRAMI NOTE5 1. CONTRACTOR SHALL VER FY ALL NOTES, DI V IONS t COND! TiONS PR' OR TO CON5TR.4 TION. 2. ALL BEAMS t r4EADERS TO BE 4x10 DFe2 O 2x4 WALLS 6x6 DF *2 O 2x& WALLS U.N.O. f S. PROVIDE VENT BLOCKING OVER SUPPOR�S. ' 4. DEEP SEAT GUT ALL RAFTERS TO MATCH TRUSS HEEL. 5. BEAR; N6 WALLS ARE SHADED. 6 A LL TRUSSES: 0 5HALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. 0 SHALL BE INSTALLED i BRACED TO ENGINEERS SPECIFICATIONS 0 SHALL HAVE DE516N DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION 0 SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF EN6INEERIN6 GALGULATION5 0. INSTALL SHEAR WALLS 4/OR BLOCKING IN ROOF STRUCTURE BEFORE I N5TALL I N6 FIN 15H ROOF I N6. 6. SEE SHEET I FOR ADDITIONAL NOTES. q. SEE SHEET b FOR ROOF VENTILATION, 2i - ON O . H. TOP it O +16' -0" A.M.F. OP It 18' -0" A.M.F. TOP ft O +Iq' -O" A.M.F. STUB END JACKS O 24" O.G. R_ • GAZEBO +II' -I" A.M.F. STEP 0 FOUNDATION WALL SEE DETAIL 6/2. LONER FLOOR LATERAL NOTE5 O HOLD BACK STUD TO ALLOW FOR CONT!NUOU5 SHEATHIN6, L =25' O BLOCK FLOOR 5HEATHIN6 PANEL ED&E5, THIS AREA. 1 .�o (TO SHEAR WALL ABOVE) fte O3 PROVIDE CONTINUOUS HEADER OVER SHEAR WALLS. K ® PHDB, SEE DETAIL If/:2o. 1) 0 HTT22, SEE DETAIL 10 /2a. } © MST45 AT BEAM TO WALL TOP PLATE, r ?D ADD (5) A35 BLOCKING TO WALL TOP PLATE. gb" 0110. Al I P I - HREAD FOR HTT22, SEE DETAIL 8 /20. SOME _. FOUNDATION LATERAL NOTES O PROVIDE 4x 10 'JOIST' FOR HTT22 ABOVE. SEE DETAIL '1/20. ® PROV!DE 5" NOMINAL SILL PLATE. (D PROVIDE CONCRE STEM WALL 2'-0" ASV. FINISHED SLAB. ® 9 /4" d10. ANCHOR BOLTS O 16 O.G. ® (q) 4 4" d1a. ANCHOR BOLTS REQUIRED. © (5) 44" dia. ANCHOR BOLTS REQUIRED. V • I4 -0 OUN A TION 12' - 0 " (f) 11 41" Y� FOUNDATION 1. CONTRACTOR. SHALL VERIFY ALL NOTES, DIMENSIONS 4 -' CONDI TIONS PRIOR TO CON5TRUCT I ON. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. POS TS TO BE P.T. 4x4 DFe2 4 P.T. 4xb DFe2 O BEAM JOINTS, V.N.O. 4. ALL FOOTI N65 TO REST ON UNDISTURBED 501 L. 15. ALL WOOD IN CONTACT WITH GONG. TO BE PRE55URE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS. T INSTALL S IMP50N GONG. TO WOOD HOLDOWNS 1 - 1/2" FROM CORNERS S Y41ND004 ROUGH OPEENIN&S, AL50 SEE MANUFACTURER'S SPECS. b. STEP FOUNDATION PER SITE CONDI TIONS, PER DETAIL 6 ON PAGE 2. 10 1. 2,000 P.S.F. A55UMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET I FOR ADDITIONAL NOTES. ,0 L2 ' -^ 11 2 1 -0 , f `i w 36" DIAMETER X 12" THICK GONG. FOOTING 1 05611 i �'_Ammwxw *^ ® ' ,FLOOR SCALE: 1/4" = 1 It Ws5�Pa19atWZ 24" DIAMETER X 12" THICK GONG. FOOTIN6 w/ 2 - *4 BAR5 EACH WAY .411 � Q. µ I' 0 W 2 - *4 BARS EACH WAY 15 11 POST AND CONNECTION PER PLAN WAIP - RA 15E A NA1 I 411W AN u 2 < Z �L)W Z , Q w LL LL 'Q Q Z N Q r r • FOUNDATION 1. CONTRACTOR. SHALL VERIFY ALL NOTES, DIMENSIONS 4 -' CONDI TIONS PRIOR TO CON5TRUCT I ON. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. POS TS TO BE P.T. 4x4 DFe2 4 P.T. 4xb DFe2 O BEAM JOINTS, V.N.O. 4. ALL FOOTI N65 TO REST ON UNDISTURBED 501 L. 15. ALL WOOD IN CONTACT WITH GONG. TO BE PRE55URE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS. T INSTALL S IMP50N GONG. TO WOOD HOLDOWNS 1 - 1/2" FROM CORNERS S Y41ND004 ROUGH OPEENIN&S, AL50 SEE MANUFACTURER'S SPECS. b. STEP FOUNDATION PER SITE CONDI TIONS, PER DETAIL 6 ON PAGE 2. 10 1. 2,000 P.S.F. A55UMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET I FOR ADDITIONAL NOTES. ,0 L2 ' -^ 11 2 1 -0 , 1 nwra r ntin WOI I y .9� � 'FOOT I NCB 50HEDULE SYMBOL `i w 36" DIAMETER X 12" THICK GONG. FOOTING 1 05611 Y4/ 3 - e4 BARS EACH WAY ® ' P05T AND CONNECTION PER PLAN Ws5�Pa19atWZ 24" DIAMETER X 12" THICK GONG. FOOTIN6 0, w/ 2 - *4 BAR5 EACH WAY .411 � Q. µ I' 0 W 2 - *4 BARS EACH WAY 15 11 POST AND CONNECTION PER PLAN WAIP - RA 15E A NA1 I 411W AN u 1 nwra r ntin WOI I y .9� � 'FOOT I NCB 50HEDULE SYMBOL FOUNDATION NOTES 36" DIAMETER X 12" THICK GONG. FOOTING 1 05611 Y4/ 3 - e4 BARS EACH WAY ® ' P05T AND CONNECTION PER PLAN Ws5�Pa19atWZ 24" DIAMETER X 12" THICK GONG. FOOTIN6 0, w/ 2 - *4 BAR5 EACH WAY .411 P05T AND CONNECT ION PER PLAN 16" DIAMETER X 8" THICK GONG. FOOT! N6 I' 0 W 2 - *4 BARS EACH WAY 15 11 POST AND CONNECTION PER PLAN a /oE�,cE of �'" co pv�aO'm° 00 j ` cpy plN 4 SIGN FOUNDATION HAIRDNARE SYMBOL HOLDOWN TYPE AND AMOUNT5 5 I MP50N STHP 14 (q) TOTAL. II N5TALL 1-1/2" FROM CORNERS OR ROJ6H OPEN I N65, USE (38) 16d NAILS. ZF 51 MP50N HT722 W%" dia . Ai.L THRE AL) (4) TOTAL. INSTALL SEE DETAIL5 1,8 Q,10 ON PAGE 2a. ® ' 5 ! MP50N PH06 (4) TOTAL. INSTALL PER DETA I L I I ON PAGE 2o. Ws5�Pa19atWZ 3g" d1a. ALL THREAD FOR «4TT22 ABOVE INSTALL SEE DETAILS F,5, ON PAGE 2a. FOUNDATION VENTILATION Grawlspace Area: 584.5 s f. Ventilation Required: 584.5 s.f. 1 150 = 561.12 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct..1 /4 "mesh = 73.5 s.i. Vents Required = 56 1. 12 s.i. / Vent Area = 7.63 s.i. Provide : 8 14" x 7" Vents. Area = 588 s i Ventilation Provided = 588.00 s i is Greater than 561.12 s i. R 'd Use: a 14 x 7" Foundation Vents If low Lar m 3U ZF Lj �ZjU2Z� < LJ W 3 "GWgt6w -83it N F rc ' z Ws5�Pa19atWZ (� w Z f..Vf�SW�1 N Zt�lf W r t/ r in I A J <W l O LD F- 4.ZW��2 >�(LL. N U U LILJ3� �w W wr: J � 2 Z N a: Q Q Q 8 X 3LL S S � � N 1 f CID wn 0 w V 2 < Z �L)W Z , Q w LL LL 'Q Q Z N Q Go t' _s_CINEZ' BY: ]A RANK 8Y. DATE: JRA_ ATERM. Rr &ATE: �.J. 10/25/01 REV"M BY: DATE: J" 10 /22/05 z 1 4 ' -O M 6 1 -0 11 4O 17 O f :2 -01' 61-011 b1-0 6 ° 4 ° 5L I-o N a VENTILATION REGUIREMENT5 Y ♦ W *J FAN TYPE T"NUTONE" LLI OT 130 1.0 SONES 102 GFM o .25 P46 130 GFM 0 WG (I) X35 AT GARNER OF WALLS. .10 .w•.�w�mr OT 80 1.5 SONE5 63 GFM o .25 W6 •: .4 . r NOTES: 1. VSE OT 130 (100 GFM MIN.) • ALL KITCHEN 4 WHOLE HOUSE FAN. ;2. USE OT 60 (50 GFM MIN.) o ALL OTHER LOCATIONS. S. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REOUIREMENTS OF 2001 WSEC 1Ig98 VIAO MUST BE MET. u W � � i-- N 5 N �a��. Z Z = ) o � U W C IO J a IN5TALL c VENT FIR MFG. 5PE FLU5H HE. T.V. NICHE FIREPLAC UFFER FLOO FLAN SCALE: 1/4" - l VENTILATION REGUIREMENT5 Y (SEE 2000 WA5H I N&TON STATE INDOOR AIR DUALITY CODE) SYMBOL FAN TYPE T"NUTONE" M5T48 DOWN TO FRAMINb BELOW. OT 130 1.0 SONES 102 GFM o .25 P46 130 GFM 0 WG (I) X35 AT GARNER OF WALLS. .10 5IMP50N HTT22 (14) TOTAL. OT 80 1.5 SONE5 63 GFM o .25 W6 r +. X rti NOTES: 1. VSE OT 130 (100 GFM MIN.) • ALL KITCHEN 4 WHOLE HOUSE FAN. ;2. USE OT 60 (50 GFM MIN.) o ALL OTHER LOCATIONS. S. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REOUIREMENTS OF 2001 WSEC 1Ig98 VIAO MUST BE MET. u W � � i-- N 5 N �a��. Z Z = ) o � U W C IO J Q J o O Z N to O� CO r- Y t IN5TALL c VENT FIR MFG. 5PE FLU5H HE. T.V. NICHE FIREPLAC UFFER FLOO FLAN SCALE: 1/4" - l b t`1 A fi FLOOR PLAN NOTE5: R 1. CONTRACTOR SHAL VERI ALL NOTES, DIMENSIONS 4 +- CONDITIONS PRIOR TO CONSTRUCTION. ' 2. ALL BEAMS 4 HEADERS TO BE 4x10 DF*2 0 2x4 WALLS 4 6x8 DF '"2 o Zxb WALL5 U.N.O. y 3. PROVIDE SOLID SLOGK!N6 OVER SUPPORTS. J ; 4. PROVIDE FIRE BLOCKING o ALL PLUMBING PENETRAT'ONS. r 5. W 1 NOOW 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 6. iW 1 NDOW HEADERS i 1' -6" ABOVE FIN 15HEO FLOOR 0 MAIN FLOOR, V.N.O. ' ININDOY% HEADERS 0 6' -8" ABOVE FINI,*iED FLOOR o UPPER FLOOR, U.N.O. 1. ALL Y400D IN CONTACT Y41TH GONG. TO BE PRESSURE TREATED. 8 EXTERIOR WALLS TO BE 2x STUDS o 19% ^e- V N O UPPER FLOOR LATERAL NOTES VENTILATION REGUIREMENT5 G516 DOWN TO FRAMING BELOW. (SEE 2000 WA5H I N&TON STATE INDOOR AIR DUALITY CODE) SYMBOL FAN TYPE T"NUTONE" M5T48 DOWN TO FRAMINb BELOW. OT 130 1.0 SONES 102 GFM o .25 P46 130 GFM 0 WG (I) X35 AT GARNER OF WALLS. .10 5IMP50N HTT22 (14) TOTAL. OT 80 1.5 SONE5 63 GFM o .25 W6 4w "NUTONE" 60 GFM o .10 YVG NOTES: 1. VSE OT 130 (100 GFM MIN.) • ALL KITCHEN 4 WHOLE HOUSE FAN. ;2. USE OT 60 (50 GFM MIN.) o ALL OTHER LOCATIONS. S. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REOUIREMENTS OF 2001 WSEC 1Ig98 VIAO MUST BE MET. b t`1 A fi FLOOR PLAN NOTE5: R 1. CONTRACTOR SHAL VERI ALL NOTES, DIMENSIONS 4 +- CONDITIONS PRIOR TO CONSTRUCTION. ' 2. ALL BEAMS 4 HEADERS TO BE 4x10 DF*2 0 2x4 WALLS 4 6x8 DF '"2 o Zxb WALL5 U.N.O. y 3. PROVIDE SOLID SLOGK!N6 OVER SUPPORTS. J ; 4. PROVIDE FIRE BLOCKING o ALL PLUMBING PENETRAT'ONS. r 5. W 1 NOOW 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 6. iW 1 NDOW HEADERS i 1' -6" ABOVE FIN 15HEO FLOOR 0 MAIN FLOOR, V.N.O. ' ININDOY% HEADERS 0 6' -8" ABOVE FINI,*iED FLOOR o UPPER FLOOR, U.N.O. 1. ALL Y400D IN CONTACT Y41TH GONG. TO BE PRESSURE TREATED. 8 EXTERIOR WALLS TO BE 2x STUDS o 19% ^e- V N O UPPER FLOOR LATERAL NOTES lO G516 DOWN TO FRAMING BELOW. O DOUBLE G516 DOWN TO FRAM!Nb BELOW. O3 M5T48 DOWN TO FRAMINb BELOW. Q (I) X35 AT GARNER OF WALLS. Cl. INSTALL 51MP50N GONW, TO WOOD HOLDOWNS 1 1/2" FROM CORNERS i t WINDOW ROUGH OPENIN65, ALSO SEE MANUFACTURER'S SPEG5. 10. ■ INDICATES POINT LOAD SUPPORTED BY (2) STJD5, U.N.O. 11. SMOKE DETECTORS: SHALL BE 110 V I NTERCONNEGTED W/ BATTERY BACKUP SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS 5HALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24" 12 . SEE SHEET I FOR ADDITIONAL NOTES. r 0 14' - O " ALL EXTERIOR WALLS AND CGABLE ENDS TO 5E PI-6 UNLE55 NOTED OTNERW I SE F SEESHEET 2a FOR SHEAR HALL SCHEDULE. 12' -D" 12' -t5" 2 MAIN FLOOR LATERAL NOTE5 SytWOOL HOLDOWN TYPE AND AMOUNTS 2� 51 MPSON STHP 14 (9) TOTAL. O3 INSTALL 1 - /2" FROM CORNERS OR ROUGH OPENINGS, ® USE (38) 16d NAILS. O5 5IMP50N HTT22 (14) TOTAL. o INSTALL PER DETAILS 1,B,q ON PAGE 2o. ALL EXTERIOR WALLS AND CGABLE ENDS TO 5E PI-6 UNLE55 NOTED OTNERW I SE F SEESHEET 2a FOR SHEAR HALL SCHEDULE. 12' -D" 12' -t5" 2 MAIN FLOOR LATERAL NOTE5 0 M5T46 DOWN TO WALL BELOW. . 4 2� (4) A55 AT CORNER OF WALLS, SEE DETAIL 6 /2o. O3 C516 AT BEAM TO WALL TOP PLATE. ® HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEATHING, L=2.5' O5 C516 AT HEADER, SEE DETAIL 4/2o. o PROVIDE CONTINUOUS RIM, L *14'. O ADD (2) A35 BLOCKIN6 TO WALL TOP PLATE. O ADD (5) A35 RIM TO WALL TOP PLATE. Z N CC LOCATE JOIST OVER WALL, EXTEND SHE ATHI NG. SHEAR WALL NAILING TO JOIST, SEE DETAIL 5 12o. r . , ... ♦ ♦ ... .,.••.yo..�.. ,, .,,... .. ,. ..- '�,. _ • .o .-. �. . � ...�- n. �.. ►. ....�.�J. �+Z.+.► .:�...r.'� iw .� i •:.rr.y r ..� �� «..-- .r.. .,. . � .. �/1.e -st .. , IL } AREA SUMMARY L ONER FLOOR: X30 S.F. MAIN FLOOR: 1630 S.F. UP F LOOR, 1210 S.F. BONUS ROOM: 730 S.F. TOTAL flNl'SFlD /1RE/1t 8220 S.F. 6ARAbP: I App S.F. c� m O N > sy W N <K U P-- h o Z (A g <W U a #V)�� � ZN Lij u J �O <W►- - .. V a W J z 4.Z = � UN���w NZ 0 0 hVla <W6NV ZIwNap gaW6 <b LAJ ii VN�.,II gF m w �x�W�tZ���W V a.2w > LA- aW << cf) � N 2 U W 3L) tD W W w`'~ J 4 U Z N CC W u W � � i-- N 5 N �a��. Z Z = ) o � U W 'O L J L Q J o O Z N to O� CO r- Y t I �.w i TG b/ RAWN BY. DATE' ..IRA 7 /16/0 � h AL B Y: DATE: D.J. 10/25/0 PENM hr: OAIE: � A 10/ 2!03 kk*, - .�I �l ■Irl► • �Ir111�1 IN - Irir��lrr / rlllrr�i�ilr` _ i III EMU men, �1�1/I� NO NE ,lid r n f t ■ ■ � 1 �� �, rlll i r111111 � --- 1r1 rrr111r r 1111 II '� Ilrrrlt � 1� 1 r11! rtll�ii �� � G ames fe mome, n. WOE r Fluvolmommulm !IrI11l11I11/I �11rrr1 III Illrllrlrlrlrl oil illrl r lllrl� rlrlrlr r11 r111rrr11l� rlrrr1111r1- �Irlllrlrll! 1111 rn rr. .rlrrrll �Irl I�rr�llrl! r111111r111rI1 .11rrr1/1rrr11n r • • • r • +� Ilrlllrlr�rlll .r�s�llrns��rr�•r �rrs��i�rrlrs�� • � I SCALE: 1/4" z 1' -0" 16H,T L \/ATION 5GALE: i /4" = 1' -0" R_ 0 UPPER ,2Y SKY LITE - W/ LAM. 6LA55 FINIAL LINE OF ROOF BEYOND (4:12) 12 b I� 4 I's nt 11jdj L COMP. SHINSLES 4° SKY LITE W/ LAM. &LA55 ,l o CONTINUOUS &UTTER OVER ` 2x8 FASCIA _ r_ pkv � 1 W/ . ■�I■ • i1�iM N �I111 ■ ■■ 11111 11= � ■■ ' ■■ r i i i I iil� ■ ■■ iiiir it _ ■ ■ ■■ I��f I1 Ir1111 Ilrll ■I � Ilrl1 II �Irll 11111 111 op Nibl-'i ,...�. � 111111 _I- I.I.I.I.III111�.,..,� risa�>tra. r - ■ire - �� - ■�l� - r �am. � In NMI i!l Me iii ■... ME 0 a IN miss t i SUBFLOOR O It ® MAIN _ i MAIN FLOOR Z7�_ b _ r OEM x i ■ ICI ICI ■ i P05TS Ty P. INS INNONNNEEN �' , NNONNINN ;,mom z o o , an _L6H - • ar LI&HT) 5T0NE___J LAP 51DIN& VENEER • i FIELD PER , _ i dJ i i TF h OR O� s_ 1 it • t I n WH N f� U ZZ ajWIF��Nd�O rz o2c3 � ui J N a�jtN� `�►- �ia��k' �Z iN� �'� ZL" _ U' WcNa p8<_6 <u aiwi�Wz >ffm << N () 3 z W � � •�w W w r` F- ��U N Q _ °tea 8Q 3U- u g g W11 t �cy N CO..... � 0 C14 a0 �w w Q Z � w W U. LL Q O J 0 0 N v m O _:SGNCC) BY. DATE TG (7 �RAW4 BY: DATE. '1, i5/0 �MRAL BY: DA 1E: 0..1. 10/25/0 BY: DAZE: 10/22/03 t; As snow 12 b It • &AZEBO s HI&H R I D& -18" WIDE sHuTTERs t R_ ® UPPER 12 AIDE 1 c•�TTERc : + / N O � --4x8 BRACKETS �o 24" O.G. SJBFLOOR ft ® MAIN 2x4 CORNER TRIM (TYP.) 2x4 AI ND Ow TRIM 1 f f ) rT ,MAIN FLOOR 2x10 TRIM _ r r L2x4 FLAT 2x4 WINDOW IM CODE FOR E COMPLIANCE JUL 1 8 2004 ir r ,r � J r W IIIII'III IIIC!IIII III I111!IIII III 111111 ®:, ;�:.IIIIIIII111111111111111� Em u If: �� mims ft e rars~� 4 p � � � �,.� 1 i w• � �nr rw �.r r „s � � i :in�I . I s HI&H R I D& -18" WIDE sHuTTERs t R_ ® UPPER 12 AIDE 1 c•�TTERc : + / N O � --4x8 BRACKETS �o 24" O.G. SJBFLOOR ft ® MAIN 2x4 CORNER TRIM (TYP.) 2x4 AI ND Ow TRIM 1 f f ) rT ,MAIN FLOOR 2x10 TRIM _ r r L2x4 FLAT 2x4 WINDOW IM CODE FOR E COMPLIANCE JUL 1 8 2004 ir r ,r � J r Standar Truss/ Scissor Truss Roof Framing Assembly: Porch Roof Roof Area(Garage). 162 sf Roof Area Ventilation Required 162 sf. / 300 = 77.76 si. Req'd Provide 1/2 Ventilation at Eaves, 1/2 above Mid oint/ 12" below Ridge 791 04 si Req'd Blydblocking = 3.5 si./ If - 251% reduction = 2.63 si / If E ave Ventilation Req'd = 77.76 si./2/si. per If = 1481 If Provide 15 If birdblocking Ventilation = 39.375 si. Ventilation Provided = 39 375 si. is Greater than 38.88 si. Req'd Upper Roof / Ridge Ventilation: 396 375 si is Greater than 395 52 si Req'd 747" Attic Roof Jack 4900 si. each - 25 screen reduction = 3675 si each. Upper Ventilation Req'd = 77.76 si / 2 / si. of each vent = 1 06 vents Provide. 2 -7 "x7" Attic Roof Jacks 73.50 si Ventilation Provided = 73.50 si. is Greater than 38.88 si Req'd Use : 2 •7 11 x7" Attic Roof Jacks 73.50 si. Use : 15 If. birdblocking. Ventilation = 39.375 si. Total Ventilation Provided = 112.88 si. IS GREATER THAN: 77.76 si. Req'd ROOF VENTILATION I WND. Standard Truss/ Scissor Truss Roof Framing Assembly: Upper Roof Roof Area 1648 sf AIR Ventilation Required 1648 sf / 300 = 791 04 si Req'd Provide 112 Ventilation at Eaves 112 above Mid oint/ 12" below Ridge WNDS Birdblocking = 3.5 si / If - 25% reduction = 2 63 si / If Eave Ventilation Req'd = 791 04 si / 2 / si per If = 150 67 If Provide 151 If birdblocking Ventilation = 396 38 si. Ventilation Provided = 396 375 si is Greater than 395 52 si Req'd UpEer Roof / Ridge Ventilation DEN 2 7'x7" Attic Roof Jack 49 00 si each - 25 screen reduction = 36 75 si each Upper Ventilation Req'J = 791 04 si / 2 / si of each vent = 10 76 vents Provide 11 - 7 "x7'• Attic Roof Jacks 404 25 si Ventilation Provided = 404 25 si is Greater than 395 52 si Req'd Use 11 -7 "x7" Attic Roof Jacks 404.25 si. Use 151 If. birdblocking. Ventilation = 396.38 si. Total Ventilation Provided = 800.63 si. IS GREATER THAN 791.04 si. Req'd Stick Framed Roof Assembly: 2400 Lower Roof Roof Area 158 sf 4.00 Ventilation Required 158 sf / 300 = 75 84 si Re A Provide 112 Ventilation at Eaves 1/2 above Mid oint/ 12" below Ridge JAIR 2" Continious Soffit Vent 12 0 sr./ If - 25% reduction = 9 00 si / If Eave Ventilation Req'd = 75.84 si / 2 / si per If = 4 21 If Provide b 0 If 2"(m in) Cont Soffit Ventilation = 45 si. Ventilation Provided = 45 si is Greater than 37.92 si Req'd Ujgper Roof i Ridge Ventilation YES 1 0.39 Continious Ridge Vent = 12 00 si per If - 25% reduction = 9 00 si each Upper Ventilation Req'd = 75 84 si / 2 / si per linear foot = 4 21 vents Provide 5 0 If (min) Continious Ridge Ventilation = 45 00 si Ventilation Provided = 45 00 si is Greater than 37 92 sr Re ''d Use 5 If. 2 "(min) Cont. Soffit.Ventilation 45 si. Use 6 ;f (min) Continious Ridge. Ventilation 45.00 ai. Total Ventilation Provided = 90.00 si. IS GREATER THAN : 75.84 si. Req'd GLAZING SCHEDULE r PLAN M3220A3SU -1 ROOM * OF I WND. PNND. I MANUF FRAME WDW. MODEL I AIR GAS LO -E J U-VAL AREA UA WNDS W. H TYPE TYPE NO GAP 5320 1/2" (1) YES 0.35 Motim r FOYER 2 1 00 8.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 1 0.35 16.00 5.60 DEN 1 2.00 3 00 MILGARD VINYL PIC OVAL 5320 1/2" AIR YES 0.35 6.00 2.10 DEN 2 300 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 3600 1404 LIVING 2 2.00 6 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0.39 2400 9.36 LIVING 1 4.00 6.00 MILGARD VINYL PICTURE 5320 1/2" JAIR YES 1 035 2400 8.40 DINING 2 3.00 6 00 MILGARD VINYL S HUNG 5220 112" JAIR YES 1 0.39 .36.00 14.04 PANTRY 1 2.00 4 00 MILGARD VINYL CASE. 5521 112" JAIR YES 1 036 8.00 2.88 FAMILY 3 300 6.00 MILGARD VINYL S HUNG 5220 112" JAIR YES 1 036 54.00 1944 . FAMILY 1 6.00 6.00 MILGARD VINYL PICTURE 5320 112" AIR YES 035 36.00 1260 NOOK 2 1 2.00 6 00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 24.00 9.36 NOOK 1 4 00 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.351 2400 840 A1idid - i&IsiR•1 BONUS 2 300 4 00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 1 0.39 24.00 9.36 BONUS 2 2 00 4 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 1 0.39 16.00 624 BEDRM 3 1 600 4 00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 24.00 912 BEDRM 2 1 6.00 4 00 MILGARD VINYL SLIDER 5120 112" AIR YES 038 2400 9.12 BATH 2 1 2.00 3.00 MILGARD VINYL ICASE 5521 1/2" JAIR YES 0.36 6.00 216 MSTR BATH 2 2.00 2 00 MILGARD VINYL 1PICTURE 5320 1/2" AIR YES 035 8.00 2.80 MSTR BATH 2 3.00 5 00 MILGARD VINYL CASE 5521 112" AIR YES 036 3000 10.80 MSTR BEDRM 1 8.00 5 00 MILGARD VINYL DB SLDR 5120 112" AIR YES 0 38 4000 15.20 MSTR BEDRM 3 2.001 5 00 MILGARD VINYL ;;ASE. 5521 1/2" AIR YES 0.36 30.00 1080 STAIRWELL 1 2.001 6 00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.351 12.00 1 4.20 STAIRWELL 1 1 2.001 2 00 MILGARD [ VINYL PICTURE 5320 1/2" AIR YES 0 _ 351 4 001 1.40 WND. TOTAL: 506.00 187.42 DOORS WITH MORE THAN 50% GLASS NOOK 1 2 1 3 001 8.00 SIMPS014 IWOOD DOOR 1 6001 3/4" J AIR IYES 1 0 361 48001 17.28 DOORS WITH MORE THAN 50% GLASS - TOTAL: 48.00 17.28 AVG. U -VALUE (VERTICAL GLASS): 0.37 SKYLIGHTS AND SKYWALLS STAIRWELL 1 4 00 4 00 MILGARD VINYL SKYLIGHT 780 3/4' AIR NO 0.54 1600 864 MSTR BATH 3 2.00 2.00 MILGARD VIN !L SKYLIGHT 780 34" AIR NO 054 12.00 6.48 BATH 2 1 1 2.00 2 00 MILGARD VINYL SKYLIGHT 780 3'4" AIR NO 0.54 400 216 SKTLIUH T T UTAL: 32.00 17.28 AVG. U -VALUE (OVERHEAD GLASS): 0.54 AREA UA 586 001 221.98 TOTAL 1 TOTAL 2 GLAZING % = TOTAL 1 = 58600 SF _ = 1820% HEATED AREA 322000 S.F AVG U -VALUE = UA TOTAL (TOT. 2) = 221.98 UA = 0.38 U -VALUE AREA TOTAL (TOT 1) 58600 A ~ (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B. C, D OR E 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER III CEILINGS R -38 MAX GLAZING PERCENTAGE ALL0V\ ED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 18.20% ABOVE GRADE WALLS R -21 MAX. VERTICAL U-VALUE ALLOWED PROPOSE VERTICAL U-VALUE 0.40 0.37 BELOW GRADE WALLS (INTERIOR) FLOORS OVER UNHEATED SPACES R -21 R -30 MAX OVERHEAD LWALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U-VALUE 0.54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR LWALUE ALLOWED 0.20 NO a PROPOSED DOOR UVALUE 0.20 MANUFACTURED TRUSSES IN50LATION BAFFLE VENTED BLOCKIN& - CONTINUOUS &UTTER OVER 2x8 FASCIA FINISH PER ELEVATION OVER 151b FELT OVER 1/2" GDX OR 0.5.B. 2xb STUDS 16" O.G. ' A/ R -21 INSULATION TYP. C.OMP051 TI ON SH I N6L.ES OVER 501b FELT OVER 1 12" COX OR 0.5.8. OVER TRUSSES r� �� t• • • • • tab. • • tibli r• Div• v.••••••••• ••••••••••••••.•••••.•••••••••. : ' �i �i ti 1i �i �i • ti• ti �i ti ti �ib1i1i1i1 ' ' �i'•l :ii: i vi � i i• i•ii ail " 1 1 { 1 1 :, �► - Now A, ■ ■ i BUILDING SE 111111111111111tt1 •11.1...... 11.111...111111.1.1• •.1111.1......1..• •1' • 1111.1 111. 11♦ 1♦1 1♦• ♦1111t111111111111111111111t1•t •..•' _ - & - & - i PER PLAN FURNACE 5-CAR &ARAI67E.''. • CONC • r • PLATF _ FILL ■ - I • • O ri• B�YL•�."'� ibiP22:si.2± MO,uS::nnec- :r_..n.t -- - '___- ._._--- ----- - - - - -- r' Ll _ J STEM WALL BEYOND (forTl ON 'A' COMPOSITION SHINSLES OVER 501b FELT OVER li2" GDX OR 0.5.8. OVER 1TW55E5 SCALE: 1/4" = 1' -0" HIGH RIDGE FOOTING BEYOND �/ - 4 ° 4 ° SKYLI&HT J' W/ LAM. &LASS INSULATION BAFFLE VENTS7) 5LOCKIN6 fE ® UPPER CONTINUOUS &UTTER' OVER 2x8 FA501A =+n i FINISH PER ELEVATION N OVER 15112 FELT OVER 1 /2" GDX OR 0.5.8. SUBFLOOR It ® MAIN 9 2x12 STUDS 16" O.G. = W/ R -21 INSULATION TYP. MAIN FLOOR 0 E� ' de �FoA 11■ 11■ 11■ ►�t: L 5/4" T. 4 (S. ••r OVER. 2xlO FLOOR JOISTS VININ& .. � . it � ■■ ■1 4 • r ••r OVER 2xIO FLOOR JO ISTS �YV R-50 INSULATION ■ • MIL (BLACK) \� PO r - I O •: / - . 1��•••••••••••••••••••• •••••••••••••••�•••.••••••••••• ••l���•••••••��'• � •111111111111111 : %,• �i • •. ••••.••• a• a••••••• a'••••.•.•.••• �.•.•••••.••• a'.••• a'.' a•••.•. •�•va���••••.•••v•.•.•a•••.••y• • ••••••••a:••a•.•�•• • ti s s a •• a a s �s• s • - ►i 1 i ■■ ■��� ■■ I I III • � I ■ ■ • • �r .; N 01 � f &141 1�b1 ' 1211 , x `'1.1 EN ff 5 PER L M rLAN • r •�►♦/ L :2xb PONY INALL 1 I• :; •- OF • N, .15TORAC �No lk .� ►� : .� ;.•. .• .•, , �i `• ♦ j /\y` �iN % / Ill � - - r i • - • • r rr EC..oT .. r SCALE: 1/4" s I'-O" �tI it m UPPER. 7 I:2 5U8FLOOR 4 r REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2004 City Of Tukwila L wr i ei i V m � v 5 ; 6 i� s0 Z <:z:.,i AN LL�$�o <w� in Wdmv� � Z �WZ H NZr W�cna,°, �i t I _ QOQ % cr cr azw�3r�>�a �a< N Z U W 3 LLJ LLJ W r; J C 4 0 S F Z N Cc O TO Q 3 u g§g Lu_ N N Z N V =Vw w Z wLLU. O Q J O O Z N NO a G JE�iiGNEI 9 DA',E 70 b �O - 8T: D ATE: aTERAL all: OA1E: D..l. 10/25�'OI art IIY: DATE: �'RA 10/:2 /03 (0 j } j • ! r r i 44