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Home My WebLink AboutPermit D05-055 - JUNCTION WEST - LOT 2JUNCTION WEST —LOT #2 14906 MACADAM RD S D05 -055 s j J ,�W11 -A, N, City O'1 Tukwila Steven M. Mullet, Mayor o Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 i L O �( Phone: 206- 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. us ,r DEVELOPMENT PERMIT Parcel No.: 7661600207 Permit Number D05 -055 Address: 14906 MACADAM RD S TUKW Issue Date: 06/07/2005 r Suite No: Permit Expires On: 12/04/2005 i f Tenant: Name: ]UNCTION WEST - LOT 2 Address: 14906 MACADAM RD S, TUKWILA WA I Owner: i Name: TRYON CONCEPTS LLC Phone: 206 355 -8909 Address: PO BOX 146, RENTON WA Contact Person: Name: DON TRYON Phone: 206 355 -8909 Address: 8210 154 AV SE, NEWCASTLE WA Contractor: I Name: TRYON CONCEPTS LLC Phone: 425 - 255 -6518 j Address: PO BOX 146, RENTON, WA j Contractor License No: TRYONCLO13DH Expiration Date: 02 /11/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,380 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 525 SQ FT GARAGE AND 241 SQ FT DECK AREAS. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, SANITARY SIDE SEWER, WATER METER AND SERVICE LINE, STORM DRAINAGE, AND LAND ALTERING. Value of Construction: $210,571.36 Fees Collected: $6,614.12 j Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 f Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: r Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N i doc: IBC- Permit D05 -055 Printed: 06 -07 -2005 Z Q �W UO Co o. W = U) t~ . L W O.. LL co a = W Z Z f-- LU 5 U� CO o � W W' H- ti O LLI Z U =; O Z Water Main Extension: Water Meter: City o�Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: Y * *continued on next page ** Public: Steven M. Mullet, Mayor Steve Lancaster, Director QQ LU U O; CO) LLI U U' W' J 00 LL. LLI 0' J LL a CO) D = d, �_ Z a LU D` D o o ;o E-- W W .. z'. W U N. Z � I N : �R 'y r 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steve Lancaster, Director Permit Number D05 -055 Issue Date: 06/07/2005 Permit Expires On: 12/04/2005 ■ r. Permit Center Authorized Signature:"' Date: r, ^_ 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. j 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 performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: �� Z (T:�Q U? 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: IBC- Permit D05 -055 Printed: 06 -07 -2005 Z Z to W � J U. .)00 In Cl) =. N U.; :tu 0 �a. U. Q D; = CY w Z �.. 0.. Z LU 5 0 N; 0 W W' LL — Z' U CO. O Z 1`��"�- wee ......� .•--• �.. City of Tukwila Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7661600207 Address: 14906 MACADAM RD S TUKW Suite No: Tenant: )UNCTION WEST - LOT 2 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Permit Number: Status: Applied Date: Issue Date: D05 -055 ISSUED 02/16/2005 06/07/2005 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: 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. 5: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of doc: Conditions D05 -055 Printed: 06 -07 -2005 Z Z '~ w UQ J H S2 U. w �: LL ¢ cl) = �w Z= 10 Z w U 0 N. wW LL O . ..z w U= OH Z �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Health - Seattle and King County (206/296- 4932). Z 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department z of Labor and Industries (206/248- 6630). W D 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, v 0 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits M o presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila w = shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the J � Building Official from requiring the correction of errors in the construction documents and other data. w O 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and U. Q co d completion of work at least 24 hours in advance. _ z� 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. z 0. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be LU w D o underground from the point of connection on the pole to the house. 0 co o �- 22: Any material spilled onto any street shall be cleaned up immediately. s uj. �U 23: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 10 cubic yards of fill. If the final LL quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference z co in permit fee prior to the Final Inspection. v o it 24: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 26: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. * *continued on next page ** doc: Conditions D05 -055 Printed: 06 -07 -2005 1 fg 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. i Signature: , ( /Cl �-� T - �1i�f U'� Date: j i i 1 i doc: Conditions D05 -055 I Printed: 06 -07 -2005 z =w J U: U O; U U. W = J F.. 'CO LL w O' CO) LL � w Z �. t— O z� U �. ;O N. = w; .ill Z; U U) O ~' Z i f i i C 4 v 1908 C • 1 ity c,l Tukwila S teven N1. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwilama.its WATER METER INFORMATION Parcel No.: 7661600207 Permit Number D05 -055 Address: 14906 MACADAM RD S TUKW Issue Date: 06/07/2005 Suite No: Permit Expires On: 12/04/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,380 SQ FT SINGLE FAMILY RESIDENCE WITH ATTACHED 525 SQ FT GARAGE AND 241 SQ FT DECK AREAS. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, SANITARY SIDE SEWER, WATER METER AND SERVICE LINE, STORM DRAINAGE, AND LAND ALTERING. i r j i METER #1 METER #2 METER #3 1 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: i PERM Work Order Number: i 5204d05 { Connection Charge: Y $60.00 $0.00 $0.00 I Installation: Y $490.00 $0.00 $mo i Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0,00 Inspection Fee: Y $15.00 $0.00 $0,00 Turn On Fee: Y $25.00 $0.00 $0.00 f Subtotal: $600.00 $0.00 $0,00 Cascade Water Alliance (RCFC): Y $2,222.00 $0.00 $0.00 TOTAL WATER FEES: $2,822.00 r doc: PWWATER D05 -055 Printed: 06 -07 -2005 Z W U UO J = H CO) LL: w O L L �a =w Z IH F- O Z F—: 5' Mp O 01-- W w. LL O! LLi Z U� O Z RA w, CITY OF TUKWILA p Community Development Department Public Works Department ,� Permit Center 1806 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 ** SITE LOCA�'ION r lj'F z ,�`�� "� King Co Assessor's Tax No.: 7� l 1 !O Site Address: 14�j�� i �r7r'1,3�f!!7 S' Suite Number: Floor: ' Name: �7r LA " - 441, we New Tenant: .... Yes E] ..No Property Owners Name: �,V o N Ca 0 C e �- C Mailing Address: pD (3 .0)< reeK _46 01� 0 q lr,�70 S 7 City State Zip CONTACT,PERSON Name: --r - mac I; /y Mailing Address: <?ZtD ( 5 V Ale ,SG= 06 40 E -Mail Address: Day Telephone: 4f.06 33 47 C'4 $ 7��C' Gk-) 4- pec: > s City State Zip Fax Number: yZ$ Z 55 �6 Z GENERAL CONTRAGTORINEORMATION Company Name: -__ (t?`r J oAj CO34Ii'ed0 - 5 G L C Mailing Address: Fo Z3-.0y_ < q�; Pfd 57 City State Zip Contact Person: �- %� yo N Day Telephone: 0 4 / 6 -3 E -Mail Address: Fax Number: Z5 4 ,55; 96 Z T __ Contractor Registration Number: Tt2q oo_� C LLo (3 Z) 1 4 Expiration Date: 2- M * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT; OF< RECORD All plans must - be wef stamped ax Arcliitect:of,R' d x; { . E .f Company Name: Mailing Address: CLI 1 (4G Contact Person: XO � n i1�4 S e'O E -Mail Address: City State Zip Day Telephone: -* Z ? 7 Fax Number: �u ?247 7Z 3 Z- :ENGINEER OF, RECORD All plans must:be.wet.stamped by Engineer of:Record Y Company Name ,S 7 e 7 1?A e- ' 14S Sn__ 1- C S Mailing Address: 22 (0 t/('t,Jr (l /4NC sy r 4 ret�- Gtr q Fpzo City State Zip Contact Person C k r r 5 CUr/r Hj _60 n Day Telephone: �2 S _ 39 C ZQ 3 E -Mail Address: Fax Number: A 5 Z SZ o q r � \epplications\pennit application (1 -2001) 1/2001 Page l Z Z �W D UO ND C0 LLI W = H C0 LL W } O } 9J LL j N d = W ZF_ HO W ~ W U� Cl) ON WW LL W Z U= O f- Z Bdilcuig Perinit`No x,. r •.k'.✓s 37 lG:1 S�' If '�2 `3 1Vlechatiiot Pernit'No [S��Fl,. Mrl;.� �' Public ,Wdrks Pertritt No: ' (For o(Jlce use: duly) 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 ** SITE LOCA�'ION r lj'F z ,�`�� "� King Co Assessor's Tax No.: 7� l 1 !O Site Address: 14�j�� i �r7r'1,3�f!!7 S' Suite Number: Floor: ' Name: �7r LA " - 441, we New Tenant: .... Yes E] ..No Property Owners Name: �,V o N Ca 0 C e �- C Mailing Address: pD (3 .0)< reeK _46 01� 0 q lr,�70 S 7 City State Zip CONTACT,PERSON Name: --r - mac I; /y Mailing Address: <?ZtD ( 5 V Ale ,SG= 06 40 E -Mail Address: Day Telephone: 4f.06 33 47 C'4 $ 7��C' Gk-) 4- pec: > s City State Zip Fax Number: yZ$ Z 55 �6 Z GENERAL CONTRAGTORINEORMATION Company Name: -__ (t?`r J oAj CO34Ii'ed0 - 5 G L C Mailing Address: Fo Z3-.0y_ < q�; Pfd 57 City State Zip Contact Person: �- %� yo N Day Telephone: 0 4 / 6 -3 E -Mail Address: Fax Number: Z5 4 ,55; 96 Z T __ Contractor Registration Number: Tt2q oo_� C LLo (3 Z) 1 4 Expiration Date: 2- M * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT; OF< RECORD All plans must - be wef stamped ax Arcliitect:of,R' d x; { . E .f Company Name: Mailing Address: CLI 1 (4G Contact Person: XO � n i1�4 S e'O E -Mail Address: City State Zip Day Telephone: -* Z ? 7 Fax Number: �u ?247 7Z 3 Z- :ENGINEER OF, RECORD All plans must:be.wet.stamped by Engineer of:Record Y Company Name ,S 7 e 7 1?A e- ' 14S Sn__ 1- C S Mailing Address: 22 (0 t/('t,Jr (l /4NC sy r 4 ret�- Gtr q Fpzo City State Zip Contact Person C k r r 5 CUr/r Hj _60 n Day Telephone: �2 S _ 39 C ZQ 3 E -Mail Address: Fax Number: A 5 Z SZ o q r � \epplications\pennit application (1 -2001) 1/2001 Page l Z Z �W D UO ND C0 LLI W = H C0 LL W } O } 9J LL j N d = W ZF_ HO W ~ W U� Cl) ON WW LL W Z U= O f- Z 'BUILDING' PERMIT: IN LION � - 206 =431= 3670 .. Valuation of Project (contractor's bid price): $ J0o 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): (4o rn S4 r J G+ N e. k..' 5 f K 4 le — Will there be new rack storage? ❑ Yes ❑ .. No If "yes ", see Handout No. for requirements. Prtivide 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) (0 0 *For an Accessory dwelling, provide the following: 4 4 Lot Area (sq ft): �TJ� - Floor area of principal dwelling: 3O�FIoor 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 PROTECTIONIHAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ... Automatic Fire Alarm R ..None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes . No If "yes ", attach list of materials and storage locations on a separate 8 -112 x l l paper indicating quantities an Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water �. City of Tukwila Water District ❑ .. Water District # 125 C] ... Highline Water District ❑... City of Renton Water District Sewer �. City of Tukwila Sewer District ❑.. Val Vue Sewer District ... City of Renton Sewer District ❑ ... City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationskpermit application (1.2003) tn003 Page 2 Z iH Z �W QQ� U CO) D C0 W J = l-- N tl W O. W C1 = W Z F. ZO W W U 5 O CO W H LL O W Z U O Z Accessory : Structure* Attached,Garage ,! :Detached Garage Attached Detached Carport:: :. Covered'Deck. Pa r4 Uncovered Deck:. t D 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) (0 0 *For an Accessory dwelling, provide the following: 4 4 Lot Area (sq ft): �TJ� - Floor area of principal dwelling: 3O�FIoor 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 PROTECTIONIHAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ... Automatic Fire Alarm R ..None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes . No If "yes ", attach list of materials and storage locations on a separate 8 -112 x l l paper indicating quantities an Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water �. City of Tukwila Water District ❑ .. Water District # 125 C] ... Highline Water District ❑... City of Renton Water District Sewer �. City of Tukwila Sewer District ❑.. Val Vue Sewer District ... City of Renton Sewer District ❑ ... City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationskpermit application (1.2003) tn003 Page 2 Z iH Z �W QQ� U CO) D C0 W J = l-- N tl W O. W C1 = W Z F. ZO W W U 5 O CO W H LL O W Z U O Z ' s r tapplicationstpeinit application (1 -2003) 1/2003 i Page 3 Z �Z aW aa � JU 00 W= N LL WO }} J . LL to = CY W H ? F- ZO U� O - W u F=- H LL Z W U= O 1— Z MECCAL PERMIT INFORMA IUN.; ='' :206 431?G70 t r MECHANICAL CONTRACTOR INFORMATION Company Name: dr C j �c�" : Mailing Address: Me> Z2_ gg 4 s , A (e NC City State Zip Contact Person: JeFF krSoK. S Day Telephone: S o t - 7 E -Mail Address: A . Fax Number: Contractor Registration Number: L Expiration Date: 3 d * *An original or notarized copy of current ashington tale Contractor License must be presented at the time of permit issuance ** 7 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed inform F rom Use: Residential: Commercial: Fuel Type Electric New ... (� New ... .R Gas... Replacement .... Replacement .... Other: Indicate type of mechanical work being installed and the quantity below: ; Unit Type:. Qty . Unit: TYPe� Qh' Unit TYPe: Qty Boiler /Com ressor. P Qty.:.'. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /00,000 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 Incinerator — Comm /Ind PERMIT APPLICATION �1U'hE5:= Applicable; to all. permits` in=th1 application } 3. n 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 OWNER OR AUTHORIZED AGENT: Date: Z— — (577- 5 Print Name: ,Zo 0 ' (? l;, O IJ Day Telephone: 206 .355 PfO r Mailing Address: &Vtc? (s4 A A) P(rJC*Ce5 -- (e 0 e 9F659 City State Zip Date Application Accepted: C: ,/ /%o -V s' \applications \permit application (1 -2003) 1/2003 Date Application Expires: x-14 _257s Page 4 Staff Initials: �xs Z �Z '~ W � JU 0 Cl) co W J = H NW W O 2 QQ LLQ cl) = �W Z f- ZO W W U� O CO OH W H� W Z LLI U= O F Z f 1. i w BULLETIN A2 TYPE C P E RMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates fdr reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: $23.50 101-1,000 General 1,001-10,000 $49.25 Erosion prevention $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 Water .Sao $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 32 ►5�' C. 2.0% of amount over $100,000, but less than $200,000 of A. Q: 1.5% of amount over $200,000 of A. #J— 4. TOTAL PAWREVIEW FEE (B +C +D) $ ;72 (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume SO cubic yards Enter total fill volume /D cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC.YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 0-22, 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% _the Total Plan Review Fee. C11'y F�er6 Approved 09.25.02 005 Revised 03.18.03 Revised 05.13.03 p EAA41 T Revised 06.07.04 QEI� �R DOS-Lri5 z '~ w or � M 0 CO) o 00 UJ J 3:. C� w O �Q cl) �w z = i~ z� W UJ �o U O N D F— w LLi z O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Ira 6. 'Permit Issuance /Inspection Fee (B +C +D) $ J' Z �-� (6) 7. Pavement Mitigation Fee pf $ �� (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of 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 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10 -7 50% $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2-1(10%) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ 23 5 � (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 s 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1s` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1s` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1S` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 K i Z '~ w o� 2 u� 5 J U 0 N o J = S2 U- w O LL ?. N = w z� zO U� O C. o�- 2U LL 8 —O w CO) O F- z BULLETIN A2 TYPE C PERMIT FEE.ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PlNmay adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* �o 0 D. Water Meter- Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 4 (9) 10. ADDITIONAL FEES E A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ t C. Ryan Hill Water (Ordinance 1777) $ { D. Special Connection (TMC Title 14) $ . E. Duwamish $ F. Storm Drainage Mitigation $ 00 G. Other Fees $ Zq 2222 29 Totaf A through G 23 C (10) t 29 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ O 2 i ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) j attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. C i . CDMy0 i 5 11- 71 6 t � � Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z w 00 Cl) w= LL: W 9: LL <. CY = W z �.. �O W �-: 2:3 : ON o� W W. U o' W z U -; z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7661600207 Permit Number D05 -055 Address: 14906 MACADAM RD S TUKW Status: APPROVED Suite No: Applied Date: 02/16/2005 Applicant: JUNCTION WEST - LOT 2 Issue Date: Receipt No.: R05 -00834 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 5,029.61 06/07/2005 11:11 AM $0.00 Payee: TRYON CONCEPTS LLC TRANSACTION LIST: Type Method Description Amount Payment Check 3668 5,029.61 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - BUILDING - RES -- ---------- - - - - -- 000/322.100 ------ - - - - -- 2,002.32 CASCADE WATER ALLIANCE 401/386.550 2,222.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 32.50 PW PLAN REVIEW 000/345.830 -.50 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER - ALLENTOWN /RYAN 401/379.004 145.29 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 5,029.61 A :3906 06/013 q 716' TOTO)L. 10503-16 9 doc: Receipt Printed: 06 -07 -2005 I Z iH w: U0 wi J � N LL .w O; J LL ¢ cl) H= z� z o_ W 5: �o .0N w W' i� U — O: Z LL! co) U— O Z C of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7661600210 Address: 14906 MACADAM RD S TUKW Suite No: Applicant: ]UNCTION - LOT #2 Receipt No.: R05 -00232 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: D05 -055 PENDING 02/16/2005 1,584.51 02/16/2005 02:07 PM $2,063.32 3 i Payee: TRYON CONSTRUCTION LLC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount 1. -- - - - - -- --------------------------- Payment Check 1427 1,584.51 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,301.51 I PW BASE APPLICATION FEE 000/322.100 250.00 I„ PW PLAN REVIEW 000/345.830 33.00 Total. 1,584.51 0006 02/1 9716 TOTAL 1623.21 doc: Receipt Printed: 02 -16 -2005 RECEIPT Permit Number: Status: Applied Date: Issue Date: • i~ Z J V. U O. CO °; w =? J � S2 u-. W O" t� a co d �W O Z ►- 5; O CO) W W° W Z U =; ~ O Z INSPECTION RECORD 05 !/ Retain a copy with permit INSPECTION NO. PER 601 CITY OF TUKWILA BUILDING DIVISION 1'• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro Ject Type of Inspection: /-- Address: / `/ 4- 7 p J� 41 19t v A 0 ► Date Called: Special Instructions: Date Wantgti:_ 6 ° a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. _ COMMENTS: I I 1 ( Ospect Date 5 8.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z . �QQ W W� .� U UO CO O' W= J N LL WO 2 9a �d �W Z �..; z� �p O Coll; 'W W W 0) z. 7 INSPECTION REC ORD Retain a copy with permit W!5-655 INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - r Pr2LUt: L 7 4 , ,OA I ?//V 'S Type of Inspection: - 4 -� /AJ 61 Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: .z 1W . JU 0 0: W 0: Ilk LL 0 u. Cy. LU 0 . UJI W : 5 C) O cri W uj ; 0 : LL 0; Z : CO) Z� INSPECTION RECORD t . po5 0575 Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: l. , Z//Ve �a A J AJ&4 � Type of Inspection: >►� A dre s• Date Called: Special Instructions: Date Wanted: a. .J' _ -- U C. p.m. Requester: Phone No: f i i l ^* . Approved per applicable codes. Corrections required prior to approval. i COMMENTS: I P t J 1 4 nspect Date: . \ - U 58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be J . ,paid at 6300 Southcpnt -r Blvd -. Suitp 100 - call to tprhpdnIP rpinsnpctinn_ ' �•: 'ir�(w! is Z GL � vO N 0 W= (A LL w O LL N LU z I--. z� �. U �' O N, W UJ H V' E-. � LU O ~- Z INSPECTION RECORD Retain a copy with permit ' 60 5 INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 206i4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t206)431-3670 Prot: NE) I/ Aj AJ (,JeS Type of Inspection: 1 Address: I'y 1;�74C40�9--7� Date Called: Special Instructions: L Date Wanted: a.m. 3 — '9 Requester: Phone No: �ppr oved per, applicable codes. Corrections required prior to approval. COMMENTS: 0z2"2'V Inspe 4, ID t .00 REINSPECTION FE REQUIRED. P , F to inspection, fee must be In Spe aid - C' at 6300 Southcenter vd., Suite 100. Call to sechedule reinspection. Re gecelpt No.: Z Z �U W! 00 Cj) D. Cl) W UJI S2 u. 'LU 0' U. co) CY UJ 3:; Z Z LLl LL j 5 ;0 S2 I W W H U LL Z W CO), C.) P X ; 0 Z.- L INSPECTION RECORD Retain a copy with permit D O.a = 6S INSPECTI N N0. P CI TY OF TUKWILA BUILDING DIVISION- � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Projec : � ? /NC'Ti D ti� Type of Inspection: Gc I4 // Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: \1 �. a ... .'. M.♦ ... •..,. .• :j f 1 „ { t I Z W JU UO N o: co) ILI J I.- Co L; WO L L i �W z r �o W W. U O� u I— U LL H. W Z U N. _i O H Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. r CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj r' �UI'C 'I cI C es - `,o t Type of Inspection: ` L h Address: 906 �k ( r7 S Date Called: o a Special Instructions: Date Wanted: a.m. as y/ Requester: Phone No: i i ±_ D Approved per applicable codes. Corre4tions required prior:to approval. { �. COMMENTS: 5 5 .f' �1 , Inspector: ,�� Date: Zy�� .S $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: z W WI W� JU U O (00 to WZ J F LL` � O } , 5 LL ?' co)d ILLJ z� O R �5 �o O Ca. � H W W —O f11 Z ` O F - Z .Y, ti' - : _. .• ... - , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)411367 Project: Type of Inspection: — PVA Address: Date Called: r � Special Instructions: Date Wanted: a.m `` QGI�(l aS ?LF--S:::A p.m. Requester: w Phone No: - ?,9 oq Approved per applicable codes. Corrections required prior to approval. i t. { t i ` Insp c or: Date: / 7 .... $58.00 REINSPECTION EE REQUIRED. rior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite r 0. Call to sechedule reinspection. eceipt No.: Date: Z I^ W _ W � J U C.) 0 CO) 0, W W J � S2 L: WO LL S2 d = W Z �.. !— O. Z H 5 U ,O ; 0 H; =V H � W tii Z P _' O Z INSPECTION RECORD Fp !� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 oject: r ( , Typetof Ins ection dr ss: � Called: D 01� ' Spec i nstruc ions: Date Wanted: a.rn„ 2J Requesters: Phone No: Approved per applicable cedes. Corrections required prior to approval. COMMENTS: Inspec r: Date: (� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z QQ S Z. W � W= UO rn 0 W= J I~ S2 LL W O LL ?. N Cy. = W I.- _ Z O O ON WW 2 LL Z: U I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. VA CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 P Type of Inspe ion: WT 41 ddresA: 150eciall Date Called: 1 113 105 t6strut tloffs: Date Wanted: I 1b p ; Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I Receipt No.: I Date: I Z Z W JU C.)0 CO a U) W Uj X J l.- C0 LL O . U. a U Z O W F-, uj' Z: UN z paid at 6300 Southcenter Blvd., - Suite 100. Cali to secheduie reinspection. INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PERMIT NO. F4, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4 •• i` P oject: Type of s ection: • i9—fi'z( Addr ss: Date C Iled: 113� W; SpTecibd In I a.m 4 C P.M. Requester: Phone No: '� I Z � Z Q W WD 00 w W. N LL W 9:0 U- < CO d, �W H- O Z I,,,•. III 2: 10 Cl 'O tn. cl H UJ W � U• LL 0! O lil Z' U =; Z i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; (2,06)43,1 -3670 Pro, t: �� / Type of I pection: . 0 71 Address: Date Called: l / pecial Instructions: Date Wanted: a.m. / 0 -//-03 Requester: Phon No: C F] Approved per applicable codes. MCorrections required prior to approval. i C COMMENTS: 7'0 .Zit/S 1/ G 4 i �; actor. Date: K�ai 0 REiNSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ipt No.. (Date: I no 2 �W IY � U. UOO N LU J N LL W O 2 i n . N� = W Z H O Z H. �5 �o to Ni =U LL LIJ Z U CO): o Z INSPECTION RECORD � Retain a copy with permit _ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: &)t'S v / Type of Inspecti Address: � Date Called: D Spec Instructions: t� y (Ter �Y1cl� /' l!' «c�l Date Wanted: M. 1��3 Request Phone No: 2 C � "13 0 Approved per"appllcable codes. El Corrections required prior to approval. \ COMMENTS: r - ww' a 3 ) 7 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: It- . Z W� UO W= CO W � O } J U . ca a. F W z� Z O. 5: U� O N 'W W' V �O z. H =' O Z INSPECTION RECORD �. ; Retain a copy with permit MP ION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 2 WO4 3 1 ' 3 670 1. 1 Ty f ins ecti I Address;, D ailed: Sec faInstructions: Date Wanted ,- �arh p.m. Request6r"-, I J1 1P N 1B Aloproved per applicable codes. b Correc tions required prior to approval. Z Z 00 Coo (1) Uj LL W O U- to :3 Cy. W z W ~ LL J 5, O N C.) LLJ Ljj Z tlJ 0 CO) Z 47 ,1 INSPECTION RECORD Retain a copy with permit 055 INSRCTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 61431 -3670 7 III 5 109 , per applicable codes. Corrections required prior to approval. linspelto - )�6A MA)45;;(-W 4 $ .00 REINSPECTION F REQUIRED. Pri r to inspection, fee must be id at 6300 Southcenter Ivd., Suite 100 Call to sechedule reinspection. Wtflpt No.: IDate: Pro ct: �� _ Typ of Inspe ion: •, � 1 !�J A dr s: /` /� C ` • Date Called: a r �`/ Specia Instruct ons: Date Wanted: 1 -a 4 a, . p.m. Requeste 1A 0/1 N Z Z . LLI 00 N 0 W LIJ N LL. W 0: J LL NCY . Z � HO. W ~ W, � p. ON o F- W W , H U � t!! Z L) O H. Z INSPECTION RECORD ' "' 55 cop p erm Retain a co with it �� INSPECWeN NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PW ' ct: to �v�G Typ p f I ns ection• o 1 `�► r h Address: `- f �� a`1 �� n� Date Called: 5 05 Special Instructions: Date Wanted: Requester: Don Phone N Q0(0 "ass_ 0701 Receipt No.: Date: Z �Z � W J V C) O J = U. ,W O U- a. = a: W Z �.. 1— O' Z F— LU 5, O N: QH W W U: � Z 111 O ~: Z `�' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio INSPECTION RECORD 51 4 J Retain a copy with permit INSPECIMN NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Type of In?pection* 1A0 IUM C J( /-0'1 Approved per applicable codes. C orrections required prior to approval. M V Receipt No.: Date: � I I Z Z W 3 00 O CO) (1) UJ -J CO) LL 0 9:3 LL co) cy'! UJ, z Ir- 0 Z F- UJ LL1, 5 O N W W LL Z'. C0 :0 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspectior Address: U Date Called: 0/0(5/0 Special Instructions: Date Wanted: a.m. 9 1"ghlos (p- Requester: Do P/) Phone NQ* Approved per applicable codes. C orrections required prior to approval. M V Receipt No.: Date: � I I Z Z W 3 00 O CO) (1) UJ -J CO) LL 0 9:3 LL co) cy'! UJ, z Ir- 0 Z F- UJ LL1, 5 O N W W LL Z'. C0 :0 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspectior N INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 '.(206)431-3670 1 Project Type of Inspection: Ad d r e ss: Date Called-,-= I Receipt No.: I Date: I iir Z z W O� CO) 0: C0 W U. W O 2 9 LL Cj) W 0 Z �_L UJI UJ 5z W UJ M F_ 'LL ui Z 0 ,z Special Instructions: ,,May- Date Wanted* X-RD e4q p-Ah. Requester: Phone No: I Receipt No.: I Date: I iir Z z W O� CO) 0: C0 W U. W O 2 9 LL Cj) W 0 Z �_L UJI UJ 5z W UJ M F_ 'LL ui Z 0 ,z INSPECTION RECORD Retain a copy with permit INSPEC ON NO. PE NO. CITY TUKWILA BUILDING DIVISION4U 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prqject: C Type of lnspection AA es Z 7 Date Called: Special Instructions: PAtq Wanted: I a.m. "Requester: ��1 Phone No: , x & 11 /11/ I Receipt No.: I Date: Z W 00 CO) (3 CO) LLI. LLI -J C0 LL 0 -j LL S2 UJ 0 z � I1J LL1 :3 , C) Lij u. 0 0 ui Z' CO) 0 Z t I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: '• I � `jam Type of Inspection: Address: lYCI6 Date Called: Z-7 Special Instructions: r,6� (j—;L� r Date Wanted: a.m. p.m. Requester: r Phone No: Approved per applicable codes. Corrections required prior to approval. I COMMENTS: , N Z 7 T 5 o Inspector: � Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Receipt No.: Date: Z �W UO CO) Ill J � (1)L WO LL S2 C=! �W Z W O LLJ ; O !2 � F— W W lL O lli Z CO), U— H O Z Pro 1 Type of Inspection: Address: ,06 � Date Called: r� g� v Special Instructions: Date Wanted: �! a.m. p.m. p ?" Requester: ClYI Phone No: v A Z �Z W UO N 0 U) III J � U) LL W O. L L N d = W H Z� �O Z H III 5. U� :O CO. � t— W W LL O , W Z U CO) O Z Pro ct: 0n� 11J T/[ Type of I spection: Jr Ad ress: l tX 1 SpdcIdI ate al ed: S ' * 0 Instructions: Date Wanted ` 1/14:.;;) Requester: ]ji/7 Phone No - ZIDU 9 11 COMMENTS: { r A A t Z H ' W W� J U. UO NO W = J I— N LL W O U. Q N x a �W w O' �p U D H Ww x U; u. O Ill Z. UN O Z y .f.'Y„'WTXp( \';'j . <.. ?� •x,aP ;. ?:shi.t rcq ° t'. �� .. '.. . t INSPECTION RECORD Retain a copy with permit S S' INSPE ION NO. PER NO CITY F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oject: ` f Type Inspectio d ress: Dale Called: Gt I Special - Instrucrions: r 1) J Q 2� Date Wanted: �M. U 0� p.m. Requester: Ot (� D P one No: - u I XtApproved per applicable codes. Corrections required prior to approval. COMMENTS: i E to . Date: $5 .00 REINSPECTION F E REQUIRED. i.CaLL r to inspection, fee must be id at 6300 Southcenter Ivd., Suite 10 to sechedule reinspection. Receipt No.: Date: II Z . Z �QQ LIJ WV UO N wi J I.— C0 LL - W O' J LL Q N a: LU Z I— O W U :O — 0 F-: .. W _' F 5. —O LIJ 2 CO) O Z r INSPECTION RECORD Q/ Retain a copy with permit S { INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I PT.ject: pe -9 ` Tyf Inspect' iC _ tl _�, -J o..., ujil� t ,u„ /� �n- il� I ted (` a.m L p.. r: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 r � v Inspec � v $5 .00 REINSPECTION FEE RE Q IRED. P ' r to inspection, fee must be p d at 6300 Southcenter Blvd., S ite 1 . Call to sechedule reinspection. Rb eipt No.: J Date: Z� �_- Z �QQ2 JU UO W= H CO) W W O �Q ND S C!. W Z F--' UJ ZO j' U� O - � F— W W'. u_ F — O. 111 Z. U N` O ~� Z INSPECTION RECOR Retain a copy with permit INSPECTION NO. PER 0 GITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proje t* of-inspectio s r e A d s: Of za-r W (a 22L -:2- Date Called: 7 -,-5 - z!25 Special Instructions: Date Wanted* Kequester: Pho a No* 6 71 ❑ Approved per applicable codes. Corrections required prior to approval.9 COMMENTS: Receipt No.: Date: Z Z _3 C.)0 LU W J C0 U. Z 0 2 � 9-1 LL CY W Z l- 0 Z �-' LLJ LU 5! C) o U), fW W F- LL —0 W Z- L) CO) P F: 0 Z t i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD` Retain a copy with permit LL INSPECTI N NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro J 1 Yp s ection: T ype of Address: / Date Called: , Special Instructions: Date Wanted: ( a.m ,,. -US p.m. Requester: Phone No: J Receipt No.: Date: Z �W JU UO rn D w= w LL Q �d �W . Z I-- Z O W -o z� ui v7 z $58.00 REINSPECTION FEE REQUIRED. Pri or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. is 06/24/2005 15:43 4258441987 CORNERSTONEGEOTECHNI PAGE 02 Field Report Cornerstone JW Geatechnical, Inc. f CG pile No. 1 17025 -130th Ave NE, C102 Project: h�'""Y �' "►• Date: � D- Wooditnripe, WA 98072 Weather: / . Report No: Y Ph: (425) 844.1977 Purpose of Visit: Page: or Pax: (425) U4 -1987 By: � N 11 .rr Z Z �w 2 D 30 vO rn o J H S2 LL ui } J U. ?. CO is FW Z� z o. w Do 0 — ca o�- ZU U. .. 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REVIEWED FOR CODE COMPLIANCE JUN - 2005 Cfty Of IkWfla BUILD DIVIS MLE COPY premVM CiTy OP TUMILA FEB 1 6 2005 PERMIT CENTER Dos•oss Structural D esign Associates North Star Building 2210 Hewitt Ave., Suite 401 Everett, WA. 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 STRU OTU RAL OALOU LATI 0 N LATERAL & GRAVITY SDA #2666 EXPIRES 1/3/ S EAFAI R 2 PLAN TUKWILLA, WA 11-17-04 z i� W U O N 0 W si W 0, J LL ¢` �d W : . s : Z F- o'.. .z =Y D {o o = Ut : w z .C) Ni z �t? V• , , s >; �.i JO REVIEWED FOR CODE COMPLIANCE JUN - 2005 Cfty Of IkWfla BUILD DIVIS MLE COPY premVM CiTy OP TUMILA FEB 1 6 2005 PERMIT CENTER Dos•oss Structural D esign Associates North Star Building 2210 Hewitt Ave., Suite 401 Everett, WA. 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 STRU OTU RAL OALOU LATI 0 N LATERAL & GRAVITY SDA #2666 EXPIRES 1/3/ S EAFAI R 2 PLAN TUKWILLA, WA 11-17-04 z i� W U O N 0 W si W 0, J LL ¢` �d W : . s : Z F- o'.. .z =Y D {o o = Ut : w z .C) Ni z t .. Structural Design Associates Job # 2666 North Star Building Date 11 -17 -04 2210 Hewitt Ave., Suite 201 Design LK Everett, WA. 98201 (425) 339- 0293ED PROJECT NAME SEAFAIR 2 PLAN LOCATION TUKWILLA, WASHINGTON Building codes ........................ IBC 2003 Code Building Department............ Seismic Zone .......................... 98168 Class "D" soil Wind Zone ............................. 85mph Exposure 'B ' SOILS CRITERIA Soils Consultant ....................... Report #... . Bearing Pressure ....................... 2000psf (assumed) Bearing Depths ........................ 18" Below Finished Grade Other..... ............................... MATERIALS CRITERIA Concrete (28 Day Strength) Foundations & slab on grade..... F'c = 2500psi Structural Slab ..................... F'c = 2500psi Walls . ............................... F'c = 2500psi Columns ............................ Other............................... Reinforcing Steel — ASTM A -615 Grade 60 Grade 40 (Field bent and all welded Reinforcement) Masonry (Hollow Conc. Units Grade N) F'm = 1500psi Partial Grouted F'm = 1500psi Inspected? ❑ Yes ❑ No Structural Steel Astm A- Connectors ASTM A-36 Fy = 36ksi Weld Electrodes E70 Fs = 21ksi Wood Sawn timber grades Joists .............. . Purlins ............. Beams ............. Posts ............... Glu -lam lumber grade combination (24f -V4) simple span & cantilevers or continuous beams Plywood grade and/or index .......APA Rated (24f -V8) for 1� 'i ; 7 Y Structural Design Associates Job # 2666 North Star Building Date 11 -17 -04 2210 Hewitt Ave., Suite 201 Design LK Everett, WA. 98201 (425) 339 -0293 LOADING CRITERIA FOR ROOF AND /OR CEILING ❑ Main Roof Area ❑ Canopy or Mansard Roof ❑ Ceiling Only ❑ Other Item Material Load psf Roofing Asphalt Shingles 3.0 Sheathing or Decking 15/32 CDX 1.5 Insulation R38 3.0 Ceiling 5/8 GWB 2.8 Fixtures -- Mech., Electrical, Misc. 2.6 Fratnin& Truss 12.1 TOTAL DEAD LOAD =15 PSF Live Loads ❑ Snow Load — 25 psf ❑ Ceiling Only —10 psf ❑ Increase in Fb and Fv of 15% allowed for duration of load z U. UO U O, CO) W. W =: J S2 U-i W O, co) a o' z� AU M, ,O S Ui F- U u. ~ O _ w H �! z Structural Design Associates Job # 2666 North Star Building Date 11 -17 -04 2210 Hewitt Ave., Suite 201 Design LK Everett, WA. 98201 (425) 339 -0293 LOADING CRITERIA FOR FLOOR Item Material Load psf Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4 T &G CDX 2.3 Ceding 1/ 2 GWB 2.2 Fixtures — Mech., Elect., & Misc 1.02 Framing Joists Beams TJI 2.48 1.0 TOTAL DEAD LOAD =12 PSF Live Loads ❑ Residential — 40psf (reducible) ❑ Office — 50psf (reducible) ❑ Assembly — 100psf (non- reducible) ❑ Corridors and Exits — 100psf (reducible) ❑ Other Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150sf to a maximum reduction of 40% for members receiving load from one level only and 60% for other members. z J U: U0. Co 0 CO) =' J N LL : w 0: LL Q. =Y = a �w z �` 4- o: z �- 2 D; U Q :O w H U L — O ui z; 10 z E e Zo/ = � -� �v op -n 'iT R� Oc m m i--1 z ;0 -1 z J C 'fit 'o m rn co C0 :0 o � Z 6 .91 ev) -pool 46 eye w �� www www z is cn <n cn 0.0 0 N O O i R m- & . Cos /r s :51 st4�� - 32 X 3 3e i Z 2,- kr ) = i � moo °' 4- y A-a a ° o 'z I , i I I I z �a Lu J U: UO CO) W =; J �.. N LL G Z � UJ W O N, o� W W Imo— U; u.. f' .- O f u.i Z. o � z: I i n.� r- 2- 7 og �39 tF or�� ,,ra eo tf y, >f t I i n.� r- 2- 7 og ")/zr.r G6 d' 6 o /rte d 39 4 re 0 .3 N i I i I 3 I f i I ; i z LLJ JUG U O; CO) 0; VW W= W O 5 c = d O: z �- U O N, 0 F-: W W H U: O: ' �ui z; H � O Z 1 �39 tF or�� ,,ra eo tf 41� 6 et) Coe ")/zr.r G6 d' 6 o /rte d 39 4 re 0 .3 N i I i I 3 I f i I ; i z LLJ JUG U O; CO) 0; VW W= W O 5 c = d O: z �- U O N, 0 F-: W W H U: O: ' �ui z; H � O Z 1 r i i i i r q� 10 E p_lr e hp a � � r L r i J?z / C rn m m " in fit 1 -i d e hp a � � r sFA FAIR PLAN SHEARWALL '(ffrom upper)= 4260 lb 5478 lb '(from main)= 0 lb 0 lb S (Wind) = 4260 lb Z (Smc) = 5478 lb L(tot) F. ft V = 79 PLF fj IBC 2306.4.1 10 OVERTURNING Q'InlOrIOA SDA Job# .r F P2 Height of shear wall Weight of shear wall Length of shear wall Tributary width for dead load (PI) 79 PLF Aspect Ratio OK Length of adjoining wall (P2) P1 PI = 0.85 (4.0 x 14.0) x 15 +[( 8.Ox 14.0)) 10= 16661b 8 P2= (4.0 14.0) x ( 1666 ) = 476 lb 1 T=C 79 x 8,0 1666 x.5 4761 = -674 lb v LA Total = upper + lower = + -674 = -674 lb 14 J IT C SHEARWALL V(from upper)= 4260 lb 5478 lb V(from main)= 0 lb 0 I E (Wind) = 4260 lb E (Smo) = 5478 lb L(tot) ft V = 84 PLF IBC 2306.4.1 go OVERTURNING r.J NO HOLDOWNS REQUIRED OK enter 1 for upper floor or 0 for main floor Tributary Area (Upper Floor) enter 1 for right-left, or 0 for front-rear walls subdiaph.length Enter I for Wind or 0 for Seismic total length 0.93 x P2 Height of shear wall enter 1 for upper floor or 0 for main floor Tributary Area (Upper Floor) Ototal 84 PLF enter 1 for right-left, or 0 for front-rear walls 1 subdiaph.length Pi Enter 1 for Wind or 0 for Seismic total length 35 Tributa Area (Main Floor) 10 USE LI P2 = (4.0 !.;: T.. - . F 1 M subdiaph.length length 34.5 Length of adjoining wall (P2) 0.93 x 260 = 242 PLF - T=C = 84 15 +[( 8.0x 8.0)] 10 = 952 lb 8.0) x ( 952 = . 4761b .r F P2 Height of shear wall Weight of shear wall Length of shear wall Tributary width for dead load (PI) 79 PLF Aspect Ratio OK Length of adjoining wall (P2) P1 PI = 0.85 (4.0 x 14.0) x 15 +[( 8.Ox 14.0)) 10= 16661b 8 P2= (4.0 14.0) x ( 1666 ) = 476 lb 1 T=C 79 x 8,0 1666 x.5 4761 = -674 lb v LA Total = upper + lower = + -674 = -674 lb 14 J IT C SHEARWALL V(from upper)= 4260 lb 5478 lb V(from main)= 0 lb 0 I E (Wind) = 4260 lb E (Smo) = 5478 lb L(tot) ft V = 84 PLF IBC 2306.4.1 go OVERTURNING r.J NO HOLDOWNS REQUIRED OK enter 1 for upper floor or 0 for main floor Tributary Area (Upper Floor) enter 1 for right-left, or 0 for front-rear walls subdiaph.length Enter I for Wind or 0 for Seismic total length 0.93 x P2 Height of shear wall TrIb2tpr Area (Main Floor) Length of shear wall Ototal 84 PLF Aspect Ratio OK 0 USE Pi P1= 0.85 8.0 Tributary width P2 = (4.0 34.5 Length of adjoining wall (P2) T=C = 84 15 +[( 8.0x 8.0)] 10 = 952 lb 8.0) x ( 952 = . 4761b Total = upper T ♦ 8.00 + lower + -278 = 278 lb Z iH W 0; 00 Co LU UJ _J Co W 0; 2 �� 9:3' U_ <� CJ) a d Z F- O� z � W W �2 5, C0 !0 W Z l6d co) 0 TrIb2tpr Area (Main Floor) Ototal subdiaph.length length 260 242 PLF 0 USE Weight of shear wall for dead load (Pi) Tributary width 34.5 Length of adjoining wall (P2) 4.0 x 8.0) x 15 +[( 8.0x 8.0)] 10 = 952 lb 8.0) x ( 952 = . 4761b x 8.0 952 x.5 476] = -278 lb + lower + -278 = 278 lb NO HOLDOWNS REQUIRED OK Z iH W 0; 00 Co LU UJ _J Co W 0; 2 �� 9:3' U_ <� CJ) a d Z F- O� z � W W �2 5, C0 !0 W Z l6d co) 0 - ' SLA FAI PLAN 930/2004 SDA Jo ; i;: ; "UP. PER REAR.: SHEARWALL ;s ; enter 1 for upper floor or 0 for main floor Tributary Area (Upper Floor) *from upper)= 5964 lb 5478 lb :':. o enter 1 for right -left, or 0 for front -rear walls '.) subdiaph.length V(from main)= 0 lb 0 lb ::!::.:::1 Enter 1 for Wind or 0 for Seismic total length E (Wind) = 5964 lb r (Smc) = 5478 lb L(tot) F :.','; `x°77;5 ft Tributa Area (Main Floor) ` v = 170 PLF IBC 2306.4.1 0 1.4 x 0.93 x 260 = 339 PLF ---► USE 1 \ ':.. subdiaph.length :::.:ZO total length OVERTURNING P2 �/ —.—� Height of shear wall = :; 8,O ft Weight of shear wall = 10. lb I Length of shear wall = 4;g0'ft Tributary width for dead load (Pi) ia;U tt 170 PLF Aspect Ratio OK Length of adjoining wall (P Cq Z P1 P1= 0.67 (10.0 x 4.0) x 5.4 +[( 8.Ox 4.0)] 10 = 357 lb W 8 P2 = (4.0 / 4.0) x ( 357 ) = 357 Ib QQ V! 1 T =C = [ 170 x 8.0 J - [ 357 x .5 ] - [ 357] = 827 lb J UO: ! j Co � Total = upper + lower = •. ii 0 is + 827 = 827 Ib Lu 4 t T C + USE SIMPSON DESIGN HOEDOWNS MST37 W N LL W O SHEARWALL ERRbfVTtit! ;;:`:;:: >,... :,:,•, ; , ; , • ,.,,,,r7 enter 1 for upper floor or 0 for main floor ;; .I,; • UPP Tributary Area (Upper Floor) ! V(from upper)= 5964 lb 5478 lb :Q enter 1 for right -left, or 0 for front -rear walls Seismic 1. subdiaph.length total length u„ a V(from main)= 0 lb 0 lb :t:; .'siJ Enter 1 for Wind or 0 for ,Q E (Wind) = 5964 lb E (Smc) = 5478 lb Tributar Area (Main Floor) to d L(tot) ;:;:i::: 1b;5 ft _ W V = 261 PLF D USE a "j "° i �. ;; >.;, ;,,;.,, subdiaph.length i :!a520 total length Z F IBC 2306.4.1 ---► (2w1h) x 0.93 x 460 = 267 PLF OVERTURNING P2 Height of shear wall = «' OH Weight of shear wall = g :Il: i:$.;:. 9 :::: ;;i0;ab Z �; W Length of shear wall Tributary width for dead load (P,) W 261 PLF Length of adjoining wall Aspect Ratio OK 9 1 9 P (z) = ::; 40: it U Pi Pt = 0.85 (10.0 x 2.5) x 15 +[( 8.Ox 2.5)] 10 = 489 lb �] = W 8.0 P2 = (4.0 ! 2.5) x ( 489 ) = 782 lb 1 T =C = [ 261 x 17.0 ] - [ 489 x.5 1 [ 7821 = 1060 lb i IL W Z pp ii it + 1060 = 1060 lb Total = upper +lower = A.:. ! L T 2.50 1 C USE SIMPSON DESIGN HOEDOWNS MST37 JIMST37 F I i Z SEA FAIR PLAN ne3nmnnA SDA �� u | �T C NOHOLDONNGREQUIRED enter 1 for upper floor cxO for ma f1por Tributary Area (Upper Floor) 5478 Ib' .11 enter 1 for hgWA��o,O for hnn�r erwm/� sumompn./=notx ~'~'�^'' ~-- - 4�i i |b Enter for Wind total length ummam>= 6880 lb °"' ��u�e� ^-��-- Z (Wind) = 11140 lb Z(Smo) = 9855 lb Area (Main Floor) L(tot) � "-^--~---^ oubdioph' !eng{h v � 138PLF IBC 2306.4.1 -------N+ 1.4x 0.93 x 260 =339 PLF -----�� USE total length OVERTURNING Height of shear wall = Weight of shear wall = Length of shear wall = Tributary width for dead |uod(P`) l 138 PLF Aspect Ratio OK -------� Length nf adjoining wall (P6= No Pi P1= 0.87 (5.0 x 14.0) u 12 +D 9.0x 14.0D 2O= 2240 lb 9 Pz� (4�O / 14.0) x ( 2240 > = 640|b '- 90 ] [ 2240 x 5 ] [ �4O]= -522 lb T=�=[ 13O x . ' . - ' l Tota|= upper +lower = � + '522 = '522|b T 14.00 h� | ��- NOHOLDDVVNGREQUIRED IJOK i ^ - ' ' 0 O� Ca �-u�� Co O. 0L S2 Cy �- ` z . 0! ` I-. ~m �0 ~- � ` �LL 01 ' Z� 3 : : ! i . ~~ ` z � / 1f��p��Oymm�n�m T�� F�� %#fromupper)= 4260 lb 5478|b enter 1 for dgWAelur0 for front-rear walls nuoo/opn.lengtn V(hnmmnin)= 6880 lb 4377|b E�erihorVNndnr0oorGaiom)n total length E0N|nd>= 11140 lb (Gmo) = 9855 lb L(tot) � A (M Floor) v 143PLF IBC 2306.4.1 ------N 1.4x 0.93 x 260 =339 PLF -----0 � USE LI ^~~~'~r'^-'g- total length OVERTURNING Height of shear wall = Weight of shear wall = L�ng�ho�oheo�wmU= Tr\bu�oryw|��hhordeud(nod(P/} ft 143 PLF Aspect Ratio O% Length of adjoining wall (P:) = 1280 lb Pi P1 0.67 (5.0 x 8.0) x 12 +U 9.Ox O.OD 2O= 9 ps= (4.O / 8.0> x ( 1280 > = 640 lb T=C=[ 143 x 9.0 ]'[ 1280 x.5 ]' [ 6401 = 5|b �� u | �T C NOHOLDONNGREQUIRED enter 1 for upper floor cxO for ma f1por Tributary Area (Upper Floor) 5478 Ib' .11 enter 1 for hgWA��o,O for hnn�r erwm/� sumompn./=notx ~'~'�^'' ~-- - 4�i i |b Enter for Wind total length ummam>= 6880 lb °"' ��u�e� ^-��-- Z (Wind) = 11140 lb Z(Smo) = 9855 lb Area (Main Floor) L(tot) � "-^--~---^ oubdioph' !eng{h v � 138PLF IBC 2306.4.1 -------N+ 1.4x 0.93 x 260 =339 PLF -----�� USE total length OVERTURNING Height of shear wall = Weight of shear wall = Length of shear wall = Tributary width for dead |uod(P`) l 138 PLF Aspect Ratio OK -------� Length nf adjoining wall (P6= No Pi P1= 0.87 (5.0 x 14.0) u 12 +D 9.0x 14.0D 2O= 2240 lb 9 Pz� (4�O / 14.0) x ( 2240 > = 640|b '- 90 ] [ 2240 x 5 ] [ �4O]= -522 lb T=�=[ 13O x . ' . - ' l Tota|= upper +lower = � + '522 = '522|b T 14.00 h� | ��- NOHOLDDVVNGREQUIRED IJOK i ^ - ' ' 0 O� Ca �-u�� Co O. 0L S2 Cy �- ` z . 0! ` I-. ~m �0 ~- � ` �LL 01 ' Z� 3 : : ! i . ~~ ` z � / SEA FAIR PLAN enter I for upper floor or 0 for main floor N SHEARWALL Vorom upper)= 5964 lb 5478 lb V(from main)= 8183 lb 4377 lb F, (Wind) = 14147 lb Z (Sn1c) = 9855 lb L(tot) ft Tri buta Area (Main Floor) V = 354 PLF 1: IBC 2306.4.1 10 1.4 x 0.93 x OVERTURNING 12 +[( 9.0x 1.8)] 20 = 288 0'2n/9nnA bUA Job* L�2 enter I for upper floor or 0 for main floor Tributary Area (Upper Floor) . enter 1 for right -left, or 0 for front-rear walls 1 it . ; ;.11, 1 subdiaph. length Li i Lj! 1 !a' Enter 1 for Wind or 0 for Seismic total length Tri buta Area (Main Floor) USE �2 1: s subdiaph.length total length 380 = 495 PLF 0 12 +[( 9.0x 1.8)] 20 = 288 x 288 = 640 lb 288 x.5 6401 = 5917 lb + 5917 = 5917 lb i 9 Weight or shear wall P2 Height of shear wall Length of shear wall 5 . 4, P I T.. Tributary Tributa width for dead load (PI) 354 - PLF Aspect Ratio OK Length of adjoining wall TO P1 P1 9 P2 = T=C Total 4 T C A '. 'PAW. j I tT M Nt SHFARWALL orn upper)= 5964 lb 5478 lb Drn main)= 8183 lb 4377 lb :z (wind) = 14147 lb 1: (Smc) = 9855 lb L(tot) 40-J V= 745 PLF L✓ 0.67 (4.0 x 4.0) x 12 9.0x 4.0)] 20 = 6 081b (4.0 4.0) x 608 = 608 lb 354 x 9.0 608 x.5 6081 = 2271 lb upper + lower + 2271 = 2271 lb USE SIMPSON DESIGN HOLDOWNS STHDBRJ enter I for upper floor or 0 for main floor Tributa Area (Upper Floor) enter 1 for right-left, or 0 for front-rear walls subdiaph.length Enter 1 for Wind or 0 for Seismic ffitotal length IBC 2306.4.1 0 1.4 x 0.93 x 600 = 781 PLF OVERTURNING P2 Height of shear wall Length of shear wall 745 PLF Wamingf Height to Width Ratiol P1 P1= 0.67 (5.0 x 1-8) x 9.0 P2 = (4.0 1.8) T=C = 745 x 9.0 Total = upper + lower T ♦ 1.80 IC I G N 6 t Z Z. 5 0: to uj� U.1 CO U-! 1111 2 �. 9-1 U. <� Co =y CY U.1 0, Z 1-- O W C0. 1--, W W 5 1- - 0. LLI Z, co); 3: 0 Tributa Area (Main Floor) 0 USE iplo subdiaph.length total length Weight of shear wall Tributary width for dead load (PO Length of adjoining wall (P2) = lb 12 +[( 9.0x 1.8)] 20 = 288 x 288 = 640 lb 288 x.5 6401 = 5917 lb + 5917 = 5917 lb USE SIMPSON DESIGN HOLDOWNS HDBA N 6 t Z Z. 5 0: to uj� U.1 CO U-! 1111 2 �. 9-1 U. <� Co =y CY U.1 0, Z 1-- O W C0. 1--, W W 5 1- - 0. LLI Z, co); 3: 0 v ' ' { f / 4: r %: t { wuw xe WwW I u > ° o N i �• cv c - r cv th N N W N Q � L 41 e.,-* /. 0 I 1 J2� � eo s I ' G,o oe /I D I �'- i Z W � J U' U co o N W W =: CO LL c W O, G J: U. Q co) a t Z O .w Lul D Q' 'O N I = W " I _ O .. Z U W O F " Z r-;ro-114 1 7 00 oe 40 a ftr 11 7/8" TJI 230 12" o/C TJ•eeam(TM) 6.10 Se006728 User: 2 1011104 8:43:00 AM Pagel Engine version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 20 Protlam Diagram is Conceptual LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Maximum Design Input Bearing Vertical Reactions (Ibs) Width Length Live /Dead /UpliiftiTotal 1 Stud wall 3.50" 2.25" 400 /120 /0 / 520 2 Stud wall 3.50" 225" 400 /120 /0 / 520 DESIGN CONTROLS: Detail Other End, Rim 1 Ply 1 1/4" x 117/8" 0.8E TJ- Strand Rim Boarde End, Rim 1 Ply 1 1/4"x 11 718" 0.8E TJ -Strand Rim Board® - Deflection Criteria: STANDARD(LL:0.500 ",TL:L/240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at Z 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance Information and Is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.77 ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Checkwhh your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Leon Kao Structural Design Associates 2210 Hewitt Ave Suite 401 Everett, WA 98270 Phone: 425 - 339 -0293 Fax :425- 252 -0916 ccimr @northwest.net Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist ",Pro" and TJ -Pro" are trademarks of Trus Joist. 1 6 4 Z Z: (3O Coll III N � J � C0 LL W O. �Ei D �W Z I 1 O. Z H W n C) O N � F- WW H U; LL 1-- -O 111 Z. U (1)' H � O Z Maximum Design Control Control Location Shear (Ibs) 509 -505 1655 Passed (31 %) Rt end Span 1 under Floor loading Vertical Reaction (Ibs) 509 509 1157 Passed (44 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 2493 2493 4015 Passed (62%) MID Span 1 under Floor loading Live Load Defl (in) 0.394 0.500 Passed (0596) MID Span 1 under Floor loading Total Load Deft On) 0.513 0.979 Passed (U458) MID Span 1 under Floor loading TJPro 36 35 Passed Span 1 - Deflection Criteria: STANDARD(LL:0.500 ",TL:L/240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at Z 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance Information and Is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.77 ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Checkwhh your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Leon Kao Structural Design Associates 2210 Hewitt Ave Suite 401 Everett, WA 98270 Phone: 425 - 339 -0293 Fax :425- 252 -0916 ccimr @northwest.net Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist ",Pro" and TJ -Pro" are trademarks of Trus Joist. 1 6 4 Z Z: (3O Coll III N � J � C0 LL W O. �Ei D �W Z I 1 O. Z H W n C) O N � F- WW H U; LL 1-- -O 111 Z. U (1)' H � O Z (1) W ut u U) w W w N N N Q O G LO o 0 r ry 2 e Z - 1 2 Y O' :'- IF Il 1 u r- e 4c -�e /�- :o ' w- .2- i t r I W; U O U) W ' J =• ''AA V J LL c W c O J . U. Q !2 z H, Z ;o !2 A LLI LL F- w co); U N O ~# z ; W W N U, fl�l Lr, ew r oe _ ` 1 �1 I , 4 7 F lo, 1011*0- , 13 / IAV 0 ow— Z 4. ew To specify your title block on i these five lines, use the SETTINGS main menu selection, choose the Printing 8: Title Block tab, and ent your title block information. R#v: 910003 14�r:KW04050�4,4�r5.i.0,1 -D�e -2003 Description Title : Dsgnr: Description Scope : General Timber Beam Page 1 General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Prlkn: 3.5x11.875 Center Span 13,00 ft .... ,Lu 0,00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf /So.Pine Truss Joist - MacMillan, Parailam 2.0E 12.67 k -ft at 6.500 ft Shear: Fb Base Allow 2,900.0 psi Load Dur. Factor 1250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fe Allow 650.0 psi Camber: @ Left Max @ Right Support E 2,000.0 ksi Full Length Uniform Loads Center DL 275.00 #/ft LL 325.00 #/ft Left Cantilever DL #/ft LL # /ft Right Cantilever DL #/ft LL #/ft Beam Design OK ! Span= 13.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.510 1 f Maximum Moment 12 .7 k -ft Maximum Shear " 1.5 Allowable 24.8 k-ft Allowable Max. Positive Moment 12.67 k -ft at 6.500 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 13.000 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 24.85 Reactions... @ Right fb 1,849.03 psi fv 119.36 psi Left DL 1.79 k Max l Fb 3,625.00 psi Fv 362.50 psi Right DL 1.79 k Max i Deflections Center Span... Dead Load Total Load Lest Cantilever... Dead Load j Deflection -0.181 in -0.395 in Deflection 0.000 in ...Location 6.500 ft 6.500 It ...Length/Defi 0.0 ...Length/Defl 862.3 39523 Right Cantilever... Camber ( using 1.5" D.L. Defl) ... Deflection 0.000 in @ Center 0.271 In ...Length/Deft 0.0 @ Left 0.000 in a Right 0.000 in I Stress Calcs i Banding Analysis s Ck 19.049 Le 0.000 It Sxx 82.259 in3 Area 41.563 in2 i Cf 1.000 Rb 0.000 CI 0,000 Max Moment Sxx Reg' Re ' Allowable fb @ Center 12.67 k -ft 41.96 in3 3,625,00 psi @ Left Support 0.00 k -ft 0.00 Ina 3,625.00 psi @ Right Support 0,00 k -ft 0.00 in3 3,625,00 psi Shear Analysis @ Left Support @Right Support Design Shear 4.96 k 4.96 k Area Required 13.685 in2 13,685 in2 Fv: Allowable 362.50 psi 362.50 psi i Bearing @ Supports Max, Left Reaction 3,90 k Bearing Length Req'd 1,714 in Ma). Right Reaction 3.90 k Bearing Length Req'd 1,714 in Job # Date: 10 :46AM, 1 OCT 04 5.0 k 15.1 k 3.90 k 3.90 k 0.000 in 0.271 in 0.000 in 3.90 k 3.90 k 0.000 in 0.0 0.000 in 0.0 z Z UO W = I.- C0 LL. W O 9 _ ILLQ C d: f_.. W H O z I- �p U 0 / 1•- W W �U -0 tli z U COY O ~' z 4 w ell 4 e— 6 >c /a- 7 66 3 1( ;7 g: � ee- ?.? 1 00 i U) (D uj, Lij LL� w o� 95 LL < co) a w U Io : o l To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description Scope: Job # Date: 11 :29AM, 1 OCT 04 R.�: s:ovoa Page 1 ur.r :Kw•ocoso�c,4.rs. :.e,�- o.� -zeva General Timber Beam Description General Information 0 .8 08 : 1 Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x12 uead LOW] Center Span 8.00 ft Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft ..Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 7.14 k -ft at 4.672 ft Shear: Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi 0,051 in Camber: E 1,300.0 ksl Full Length Uniform Loads Center DL 178.00 #/ft LL 260.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Tra zoidal Loads #1 DL Q Left 315.00 #/ft LL @ Left 525.00 #/ft Start Loo 4.000 ft DL @ Right 315.00 #/ft LL @ Right 525.00 #/ft End Loo 8.000 ft Beam Design OK Span= 8.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0 .8 08 : 1 Total Load Left Cantilever... uead LOW] Maximum Moment Deflection 7.1 k -ft Maximum Shear * 1.5 4.6 k Allowable ...Location 8 . 8 k -ft Allowable ...LengttVDefl 10.8 k Max. Positive Moment 7.14 k -ft at 4.672 ft Shear: @ Left 2.59 k Max. Negative Moment 0.00 k-ft at 8.000 ft Q Right 427 k Max Q Left Support 0.00 k -ft 0,051 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft 0.000 in @ Center 0.051 in Max. M allow 8.84 01000 in Reactions... @ Right 0.000 in 1b 706.75 psi fv 73.19 psi Left DL 1.03 k Max 2.59 k Fb 875.00 psi Fv 170.00 psi Right DL 1.66 k Max 4.27 k Deflections Center Span... Dead Load Total Load Left Cantilever... uead LOW] i oral r_oaa Deflection -0.034 in -0.087 in Deflection 0.000 In 0.000 in ...Location 4.160 ft 4.160 ft ...LengttVDefl 0.0 0.0 ...Length/Defl 2,808.5 1,098.02 Right Cantilever... 4.63 k Camber( using 1.5 • D.L. Deft ) ... 27.230 in2 Deflection 0.000 in 0.000 in Q Center 0,051 in Bearing @ Supports ...Length /Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.754 in Max. Right Reaction 4.27 k @ Right 01000 in Stress Calcs Bending Analysis Ck 31.260 Le 0.000 ft Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 CI 0.000 f z �z Q � W W� J U. U N � W= CO W WO }} � F- LL W = CY W ZF I- O z F-- WW UQ O N oF- rW I- �O z U CO)" O z Max Moment Sxx Read Allowable fb @ Cerder 7.14 k-ft 97.92 in3 875.00 psi @ Left Support 0.00 k -ft 0.00 in3 875.00 psi Right Support 0.00 k-ft. 0.00 in3 875.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.28 k 4.63 k Area Required 19.284 ln2 27.230 in2 Fv: Allowable 170.00 psi 170.00 psi Bearing @ Supports Max. Left Reaction 2.59 k Bearing Length Req'd 0.754 in Max. Right Reaction 4.27 k Bearing Length Req'd 1.243 in f z �z Q � W W� J U. U N � W= CO W WO }} � F- LL W = CY W ZF I- O z F-- WW UQ O N oF- rW I- �O z U CO)" O z Title -. Dsgnr: Description Scope : General Timber Beam Page 1 General Information Span= 6.00ft, Beam Width = 5.500in x Depth = 9.51n, Ends are Pin -Pin Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined To specify your title block on 0.000 in these five lines, use the SETTINGS Max Stress Ratio main menu selection, choose the 0.0 Printing & Title Block tab, and ent 6.00 ft .....Lu 0.00 ft your title block information. 5.500 in Rw: 5EE003 14.r: KW064504, Va 5. E.0,1 - D.e - 2003 ft .....Lu 0.00 ft (e)1 iE3 - 2 oo 3 cMCRCa�c a...c.....M, s. ih,.r. .i Description ft .....Lu 0.00 ft Member Type Title -. Dsgnr: Description Scope : General Timber Beam Page 1 General Information Span= 6.00ft, Beam Width = 5.500in x Depth = 9.51n, Ends are Pin -Pin Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined 0.000 in 0.000 in ...Location Max Stress Ratio Section Name 6x10 0.0 Center Span 6.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 6.0 k -ft 0.0 Allowable Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Stress CaIcs Max. Negative Moment E 1,300.0 ksi Full Lenya Uniform Loads Center DL 493.00 #/ft LL 785.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK vcnw. vow..... Deflection Span= 6.00ft, Beam Width = 5.500in x Depth = 9.51n, Ends are Pin -Pin vaa. wgv ..................+..... -0.073 in Deflection 0.000 in 0.000 in ...Location Max Stress Ratio 0.953 : 1 0.0 0.0 ...Length/Defl 2,558.6 987.01 Right Cantilever... Maximum Moment 5.8 k -ft Maximum Shear * 9.5 4.3 k 0.000 in Allowable 0.042 in 6.0 k -ft 0.0 Allowable @ Left 8.9 k Max. Positive Moment 5.75 k ft at 3.000 ft Shear: @ Left 3.83 k Stress CaIcs Max. Negative Moment 0.00 k ft at 0.000 It Bending Analysis @ Right 3.83 k Max @ Left Support 0.00 k -ft Le 0.000 It Sxx 82.729 in3 Area Camber: @ Left 0.000 in Rb 0.000 Max @ Right Support 0.00 k -ft Max Moment @ Center 0.042 in Max. M allow 6.03 78,87 in3 Reactions... @ Right 0.000 in 0.00 in3 fb 834.19 psi fv 81.89 psi Left DL 1.48 k Max 3.83 k Shear Analysis Fb 875.00 psi Fv 170.00 psi Right DL 1.48 k Max 3.83 k Deflections Area Required 25.169 in2 25.169 in2 Fv: Allowable vcnw. vow..... Deflection - -0.028 in vaa. wgv ..................+..... -0.073 in Deflection 0.000 in 0.000 in ...Location 3.000 It 3.000 ft ...Length/Deff 0.0 0.0 ...Length/Defl 2,558.6 987.01 Right Cantilever... Camber ( using 1.5 • D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.042 in ...Length/Defi 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress CaIcs Bending Analysis Ck 31.260 Le 0.000 It Sxx 82.729 in3 Area 52.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 5,75 k -ft 78,87 in3 875.00 psi • Left Support 0.00 k -ft 0.00 in3 875.00 psi • Right Support 0.00 k-ft 0.00 in3 875,00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.28 k 4.28 k Area Required 25.169 in2 25.169 in2 Fv: Allowable 170.00 psi 170.00 psi Bearing @ Supports Max, Left Reaction 3.83 k Bearing Length Req'd 1,115 in Max. Right Reaction 3.83 k Bearing Length Req'd 1.115 In Job # Date: 11:36AM, 1 OCT 04 Z �Z W U O' CO o W = J I.- CO LL W O LL Q �. a. W Z H O Z !- W LLJ U� �O CO) W W X U' LL I' z ed N U - Pz O t- Z L O w ui ui tv ui uj CO YJ W r: r. C t') � CN V*4 C 1 /?,�: Vi � v�-` � rj.f � v � ��f � c07 4eAl 1d a - 7 : Ya' 2 - - 7r dr �Oe z Z. W! D _3 U 0 CO) Di I W w LU W U.: 0: 5, LL cy t LU Z Ot LU LU '; C.) ; :Lu U. 4/2a e.) I To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. R&v: SS"03 Ur�e:KW- 06050�4,y�►5.t.0,1- Dee -2043 Description Title : Dsgnr: Description Scope: General Timber Beam Job # Date: 11:50AM, 1 OCT 04 Page 1 General Information vcau :.vau -0.229 in Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Z -- 0.000 in ...Location 10.560 It ,D.48q, ft ...Length /Deft 0.0 Section Name Prilm: 7.0x16.0 Center Span 20,00 It .....Lu 0,00 ft W Beam Width 7.000 in Left Cantilever ft .....Lu 0.00 ft j Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 ft ...Length/Deft Member Type Manuf /So.Pine Truss Joist - MacMillan, Parallam 2.0E 0.000 in 00 Fb Base Allow 2,900.0 psi 0.000 in N 0: Load Dur. Factor 1.000 Fv Allow 290.0 psi W Beam End Fixity Pin -Pin Fc Allow 650.0 psi J H E 2,000.0 ksi Le 0.000 it N LL 112.000 in2 Cf 1.000 Rb 0.000 W O. Trapez Loads Max Moment Sxx Read #1 DL @ Left 462.00 #/ft L! @ left 637.00 #/ft Start Loa 10.000 It V_ Q. OL @ Right 462.00 #/ft LL @ Right 637.00 #/ft End Loc 20.000 ft to CY Point Loads • Right Support 0.00 k -ft _ 2,900.00 psi Shear Analysis @ Left Support Z Dead Load 900.0 lbs lbs lbs, lbs lbs. Ibs lbs F- Live Load 3,000.0 lbs lbs lbs lbs lbs lbs lbs O ...distance 10.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Z LLj SUR ma �Y Bearing @ Supports Beam Design OK v � Max. Left Reaction 4.70 k N' Span= 20,00 t, Beam Width = 7.000in x Depth =16.in, Ends are Pin -Pin O Max Stress Ratio 0.655:1 * 2.240 in :0 Maximum Moment 47.3 k -ft Maximum Shear 1. 13.2 k = W Allowable 722 k -ft Allowable 32.5 k F Max. Positive Moment 47.26 k -ft at 10.720 ft Shear: @ Left 4.70 k O Max, Negative Moment 0.00 k -ft at 20.000 ft @ Right 10.19k ltl Z Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in L) Max @ Right Support 0.00 k -ft @ Center 0.344 in F- Max. M allow 72.18 @ Right Reactions... 0.000 in Z fb 1,899.01 psi fv 117.67 psi Left DL 1.60 k Max 4.70 k Fb 2,900.00 psi Fv 290.00 psi Right DL 3.91 k Max 10.19 k Deflections %0MIUVf .pall... Deflection vcau :.vau -0.229 in : U:a: was: -0.651 in Deflection 0.000 in -- 0.000 in ...Location 10.560 It ,D.48q, ft ...Length /Deft 0.0 0.0 ...LengthlDeft 1,046.7 368.66 Right Cantilever... Camber ( using 1.5 • D.L. Deft ) ... Deflection 0.000 in 0.000 in Q Center 0.344 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21298 Le 0.000 it Sxx 298.667 in3 Area 112.000 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 47.26 k-ft 195.58 in3 2,900.00 psi • Left Support 0.00 k -ft 0.00 in3 2,900.00 psi • Right Support 0.00 k -ft 0,00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.05 k 13.18 k Area Required 24.297 in2 45.444 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 4.70 k Bearing Length Req'd 1.032 in Max. Right Reaction 10.19 k Bearing Length Req'd 2.240 in Live Load 3,320.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 1.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 ft 0.000 ft Summary Total Load Left Cantilevers � Dead Load To specify your title block on Title : .lob # -0,022 in these five lines, use the SETTINGS Dsgnr: Date: 12:OOPM, 1 OCT 04 101 l ' 2.508 ft Description : Max Stress Ratio 0.602 : 1 main menu selection, choose the I ...Length/Defl 9,393.5 2,956.20 Printing & Title Block tab, and ent Scope: Maximum Moment 4. 4 k -ft your title block information. * 1.5 6.5 k 0.000 in R•v= 5$ 0003 u,., =Kw aC4so«,v.,5. :.0,,.0.,- =003 General Timber Beam Page 1 (01$0.2003 [MERCALC Eet;*.•riwq Safluv 0.0 10.8 k @ Left Description Max. Positive Moment 4.42 k -ft at 1.012 ft Shear: @ Left 4.56 k General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined 0.00 k-ft at 5.500 It @ Right 1.57 k Section Name 6x12 Center Span 5.50 It .....Lu 0.00 It Camber. Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 it Beam Depth 11.500 in Right Cantilever It .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Max. M aN Fb Base Allow 875.0 psi Reactions... J Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fb* Pin -Pin Fc Allow 625.0 psi Left DL 1.40 k Max E 1,300.0 ksi Full Length Uniform Loads Fv 170.00 6 Right DL 1 Center DL 97.00 #/ft LL 162.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft I Point Loads Live Load 3,320.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 1.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 ft 0.000 ft Center Span... Summary Total Load Left Cantilevers � Dead Load Total Load Beam Design OK -0,007 in -0,022 in Span= 5.50ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin 0,000 In 01000 in ...Location 2.508 ft 2.486 ft Max Stress Ratio 0.602 : 1 0.0 I ...Length/Defl 9,393.5 2,956.20 Right Cantilever... Maximum Moment 4. 4 k -ft Maximum Shear * 1.5 6.5 k 0.000 in 0.000 in Allowable 8.8 k ft Allowable 0.0 10.8 k @ Left 0.000 In Max. Positive Moment 4.42 k -ft at 1.012 ft Shear: @ Left 4.56 k Max. Negative Moment 0.00 k-ft at 5.500 It @ Right 1.57 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k ft @ Center 0.011 in Max. M aN 8.84 ,. - Reactions... @ Right 0.000 in fl, 437.85 psi tv r� 102.28 ps)i Left DL 1.40 k Max 4.56 k Fb 875.00 psi Fv 170.00 6 Right DL 0.52 k Max 1.57 k Deflections Center Span... Dead Load Total Load Left Cantilevers � Dead Load Total Load Deflection -0,007 in -0,022 in Deflection 0,000 In 01000 in ...Location 2.508 ft 2.486 ft ...Length/Deft 0.0 0.0 I ...Length/Defl 9,393.5 2,956.20 Right Cantilever... Camber ( using 1.5 • D.L. Deft ) ... Deflection 0.000 in 0.000 in j @ Center 0.011 in ...Length /Deft 0.0 0.0 @ Left 0.000 In ' @ Right 0.000 in z QQ �' 3 U O WH C0 tL W O: lL Q co) d = W Z �. z o W fy O� W s LL O ui z U C0 1, O z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent vour title block information. Title : Dsgnr: Description : Scope : Job # Date: 12:10PM, 1 OCT 04 WMWV n.Y: 7iVVV3 u<.r :KW- 005OC4,Vir5.8.n,, -D.a -x003 General Timber Beam Page 1 ( �) 1lt3 .2M3IN[RQALCEn.in..rin�4�it�.r. Description General information Span=11.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Code Ref. 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined J =. t Section Name Prllm: 3.5x11.875 A Center Span 11.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf /So.Pine Truss Joist - MacMillan, Parallam 2.0E 5.500 ft 16.1 k -ft Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End FD* Pin -Pin Fc Allow 650.0 psi Allowable E 2,000.0 ksi Full Length Uniform Loads Center DL 434.00 #/ft LL 630.00 #/ft - Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #Ift Beam Design OK Center Span... Span=11.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.810 : 1 -0.359 In Deflection 0.000 in 0.000 in ...Location Maximum Moment 5.500 ft 16.1 k -ft Maximum Shear * 1.5 7.2 k 901.9 Allowable Right Cantilever... 19.9 k -ft Allowable D.L. Defl ) ... 12.1 k Deflection Max. Positive Moment 16.09 k -ft at 5.500 ft Shear: @ Left 5.85 k 0.0 Max. Negative Moment 0.00 k -ft at 11.000 ft Max. Right Reaction @ Right 5.85 k 0.000 in Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k-ft Bending Analysis Q Center 0.220 in Max. M allow 19.88 Sxx Reactions... 41.563 in2 @ Right 0.000 in Rb 0.000 fb 2,347.65 psi fv 174.03 psi Left DL 2.39 k Max 5.85 k Fb 2,900.00 psi Fv 290.00 psi Right DL 2.39 k Max 5.85 k Deflections Center Span... Dad Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.146 in -0.359 In Deflection 0.000 in 0.000 in ...Location 5.500 ft 5.500 ft ...Length /Deft 0.0 0.0 ...Length/Defl 901.9 367.88 Right Cantilever... 723 k Camber ( using 1.5 " D.L. Defl ) ... 24.942 in2 Deflection 0.000 in 0.000 in @ Center 0.220 in Bearing @ Supports ...Length/Defl 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 2.572 in Max. Right Reaction 5.85 k C Right 0.000 in Stress Calcs Bending Analysis Ck 21.298 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 CI 0.000 z � W �U UO. to 0 , J =. I- W Le_ W O LL 2 Cy • f.. W z F- lr- O z 1- �p Lu O co: 0 1-. WW I-- U tL � O: lil z U =. 0 1- z Max Moment Sxx Reg'd Allowable fb • Center 16.09 k -ft 66.59 in3 2,900.00 psi • Left Support 0.00 k -ft 0.00 in3 2,900.00 psi • Right Support 0,00 k -ft 0,00 in3 2,900,00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.23 k 723 k Area Required 24.942 in2 24.942 in2 Fv. Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 5.85 k ,• Bearing Length Req'd 2.572 in Max. Right Reaction 5.85 k Bearing Length Req'd 2.572 in z � W �U UO. to 0 , J =. I- W Le_ W O LL 2 Cy • f.. W z F- lr- O z 1- �p Lu O co: 0 1-. WW I-- U tL � O: lil z U =. 0 1- z y l �1 uiU)w / 9'e d LU ww I ! D www ! aj u, v �' ) f o .5 - _ � 7' C G t f i U G N N N O"' �� _ 6 >e I ;}- W J U U O: CO) p to W ; LL. c j O'. i J. u. a• _ ty: �_ E- O W ~ UJ L D p ..O CO W W F V ui Z ' U =� Z ! wuw u iU w .L ti T Ifs v �J N Cl. C14 N. O ;d N / C:r► F1.0.0 0. mid ew-& a / 6 "" C2 ew 6 -5 eoo , .s— ,e Y Ct x / 6 * Z Q_- I i I i i I f i UO: N 0: w =. ,w O', 15; LD c �w zO. = o; U N . w w � U Z' U N z �t fl. /^ l�lislnts3 �f V-Soam(TWn 8.10 Serial Numbor, 7 117/8 /8 TJI® 210 @ 16" O/C P agel EngineVe+sion: o P 1 . 3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 2.25" 427 /128 / 0 / 555 End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ- Strand Rim Board® 2 Stud wail 3.50" 2.25" 427 /128/ 0 / 555 End, Rim 1 Ply 1 1/4" x 117/8" 0.8E TJ- Strand Rim BoardID DESIGN CONTROLS: Z 2 A- -Deflection Criteria: STANDARD(LL:0.500 ",TL:L/240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: - IMPORTANTI The analysis presented Is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Leon Kao Structural Design Associates 2210 Hewitt Ave Suite 401 Everett, WA 98270 Phone: 425- 339 -0293 Fax :425- 252 -0916 ccimr@northwest.net Copyright* 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ- BeamO are registered trademarks of Trus Joist. e -I Joiat °,Pro° and TJ-Pro" are trademarks of Trus Joist. z I ;.-: '~ Z J U' U O' � 0 W = J � N LL WOO a LL ?. c O. = W Z 1.. . I— O Z F-: LU 5' � t] U ca O W W U ~ O W Z' _U� Z Maximum Design Control Control Location Shear (lbs) 540 -534 1655 Passed (32%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 540 540 1110 Passed (49 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 2105 2105 3620 Passed (58 %) MID Span 1 under Floor loading Live Load Deft (in) 0.230 0.500 Passed (U812) MID Span 1 under Floor loading Total Load Defi (in) 0.299 0.779 Passed (0825) MID Span 1 under Floor loading TJPro 42 35 Passed Span 1 Z 2 A- -Deflection Criteria: STANDARD(LL:0.500 ",TL:L/240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.39 ADDITIONAL NOTES: - IMPORTANTI The analysis presented Is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Leon Kao Structural Design Associates 2210 Hewitt Ave Suite 401 Everett, WA 98270 Phone: 425- 339 -0293 Fax :425- 252 -0916 ccimr@northwest.net Copyright* 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ- BeamO are registered trademarks of Trus Joist. e -I Joiat °,Pro° and TJ-Pro" are trademarks of Trus Joist. z I ;.-: '~ Z J U' U O' � 0 W = J � N LL WOO a LL ?. c O. = W Z 1.. . I— O Z F-: LU 5' � t] U ca O W W U ~ O W Z' _U� Z /v Z 0 0- W p� W =; 12 LL: J �! ,W O" Q �a �W � Z H'. i =' i0 N; `p F- WW U. U N' 0 Z l i www www y ww sz= to to N cc r C i � S y I , tt� .C-• cd ; r Cl ; .. d a � Ir J � i i i Ao /v Z 0 0- W p� W =; 12 LL: J �! ,W O" Q �a �W � Z H'. i =' i0 N; `p F- WW U. U N' 0 Z �.� -,� �� . `� � � 4! �� A � �` � ,� � � � � � �, � � � � � � �,. � L � � '� 11 j� � . � .� � � �� • `� � h ``,- � � � i ' � � � � �� w a 's w� -- - -- To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : Dsgnr. Description Scope : Job # Date: 3 :06PM, 1 OCT 04 Z S R1V: 7iVVVi w. :Kw- 04o5044,V. ►5. :.0,1- o"C•z General Timber Beam P age [eN!l2 -203 EMFRCALC EIMIIINfIM S�fwo. : Description General Information a ummary Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x10 Center Span 4.75 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Maximum Moment Fb Base Allow 675.0 psi Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,300.0 ksi Full Length Uniform Loads Center DL 313.00 #/ft LL 1,041.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft z w � 2 Wn UO CO) a LU J 1... CO) u- W O J. U . Cf F=- _` Z� +_0 Z H LU W ; '. U U. � W H - 0 tlJ Z U N. H � O Z a ummary Beam Design OK Span- 4.75ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.874 : 1 Maximum Moment 3.8 k ft Maximum Shear * 1.5 3. 3 k Allowable 4.4 k ft Allowable 5.5 k Max. Positive Moment 3.82 k -ft at 2.375 It Shear: @ Left 3.22 k Max. Negative Moment 0.00 k -ft at 4.750 It @ Right 322 k i Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.018 in Max. M allow 4.37 Reactions... @ Right 0.000 in fb 918.11 psi fv 101.31 psi Left DL 0.74 k Max 3.22 k i Fb 1,050.00 psi Fv 170.00 psi Right DL 0.74 k Max 3.22 k Deflections Center Span... Dead Laad Total Load Lett Cantilever... ea Load Total Load Deflection -0.012 in -0.052 in Deflection 0.000 in 0.000 In ...Location 2.375 ft 2.375 ft ...Length/Defl 0.0 0.0 ...Length/Defl 4,771.3 1,102.98 Right Cantilever... Camber( using 1.5 " D.L. Defl ) ... Deflection 0.000 in 0.000 in j @ Center 0.018 in ...Length/Defl 0.0 0.0 @ Left 0.000 in { @ Right 0.000 in ` i Stress Calcs Bending Analysis Ck 31.260 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 i Cf 1.200 Rb 0.000 CI 0.000 Max Moment Sxx Rend Allowable fh j @ Center 3.82 k -ft 43.64 in3 1,050.00 psi i @ Left Support 0.00 k ft 0.00 in3 1,050.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,050.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.28 k 328 k Area Required 19.294 in2 19294 in2 Fv: Allowable 170.00 psi 170.00 psi Bearing @ Supports Max. Left Reaction 3.22 k Bearing Length Req'd 1.470 in Max. Right Reaction 3.22 k Bearing Length Req'd 1.470 in z w � 2 Wn UO CO) a LU J 1... CO) u- W O J. U . Cf F=- _` Z� +_0 Z H LU W ; '. U U. � W H - 0 tlJ Z U N. H � O Z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. R.v: 5*0003 u..►: xw•etosodc, v., s.�.o, � - � zoo3 Title: Dsgnr: Description Scope : General Timber Beam Job # Date: 2:24PM, 1 OCT 04 Description Page 1 'Z6 General Information Max. Negative Moment Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x10 Max @ Left Support Center Span 6.50 ft . ... .LU 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No-2 87.43 psi Left DL 0.57 k Area 32.375 in2 Fb 1, psi Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi -0.023 in -0.101 in Deflection E 1,300.0 ksi Full Length Uniform Loads Center DL 175.00 #/ft LL 581.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 6.50ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0. 914 : 1 Maximum Moment 4.0 k ft Maximum Shear " 1.5 Allowable 4.4 k -ft Allowable Max. Positive Moment 3.99 k -ft at 3250 ft Shear: @ Left @ Right @ Left @ Center @ Right Max Max 0.000 in 0.0 0.000 in 0.0 2.8 k 5.5 k 2.46 k 2.46 k 0.000 in 0.035 in 0.000 in 2.46 k 2.46 k 0.000 in 0.0 0.000 in 0.0 @ Left Max. Negative Moment 0.00 k ft at 0.000 ft Max @ Left Support 0.00 k ft Camber: Max Q Right Support 0.00 k -ft Max. M allow 4.37 Reactions... lb 959.93 fv 87.43 psi Left DL 0.57 k Area 32.375 in2 Fb 1, psi Fv - A-70-.00 - 0 Right DL 0.57 k Deflections Max Moment Sxx Req'd Center Span- Dead Load Total Load Left Cantilever... Deflection -0.023 in -0.101 in Deflection ...Location 3.250 ft ...LengthlDefl ...Length/Deft 3,330.3 770.91 Right Cantilever... Camber ( using 1.5 • D.L. Deft ) ... Deflection @ Center 0.035 in ...Length/Defl @ Right @ Left @ Center @ Right Max Max 0.000 in 0.0 0.000 in 0.0 2.8 k 5.5 k 2.46 k 2.46 k 0.000 in 0.035 in 0.000 in 2.46 k 2.46 k 0.000 in 0.0 0.000 in 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis 1 1 PIP Ck 31.260 Le 0.000 It Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb • Center 3.99 k -ft 45.63 10 1,050.00 psi • Left Support 0.00 k -ft 0.00 in3 1,050.00 psi • Right Support 0.00 k -ft 0.00 in3 1,050.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.83 k 2.83 k Area Required 16.650 in2 16.650 in2 Fv: Allowable 170.00 psi 170.00 psi Bearing @ Supports Max. Left Reaction 2.46 k Bearing Length Req'd 1.123 in Max. Right Reaction 2.46 k Bearing Length Req'd 1123 in z z �� 2 5. 00 J = 1- Cf) W: W �_j u. Q Cj) 1 W. z �. 1- O z H 5 :O CO) W W 1 U li. 1- O Ll.I z, U 0' O Z � l 4 To specify your title block on these rive lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. ri Rw: 510003 Ur#r KW- 0605044,V.r5.f.0,1 -D*e -2003 :R (41"3- 2003£M£RCALC£RgiR*irinq$*ftua» Description Title : Dsgnr: Description Scope : General Timber Beam 27 Page 1 General Information 0.479 : 1 Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 400 Dead Load Center Span 4.75 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever It .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 5.5 k Max. Positive Moment 2.09 k -ft Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 170.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi @ Right 1.76 k E 1,300.0 ksi Full Length Uniform Loads _ Center OL 171.00 #/ft LL 570.00 #/ft Left Cantilever OL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 4.75ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.479 : 1 Total Load Left Cantilever... Dead Load Total Load Maximum Moment -0.007 in 2.1 k -ft Maximum Shear " 1.5 0.000 in 1.8 k Allowable 2.375 ft 4.4 k -ft ...Length /Deft Allowable 0.0 5.5 k Max. Positive Moment 2.09 k -ft at 2.375 it Shear: (d1 Left 1.76 k Max. Negative Moment 0.00 k -ft at 0.000 it @ Center @ Right 1.76 k Max c@ Left Support 0.00 k -ft 0.0 Q Left Camber: @ Left 0.000 in Max Q Right Support 0.00 k -ft @ Right 0.000 in @ Center 0.010 in Max. M allow 4.37 Reactions... G Right 0.000 in tb 502.45 psi fv 55.45 psi Left DL 0.41 k Max 1.76 k Fb 1,050.000 Fv 170.00 psi Right DL 0.41 k Max 1.76 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.007 in -0.028 in Deflection 0.000 in 0.000 in ...Location 2.375 ft 2.375 It ...Length /Deft 0.0 0.0 ...Length/Defl 8,733.5 2,015.42 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.010 in ...Length/Defl 0.0 0.0 Q Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.260 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 Center • Left Support • Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Max Moment 2.09 k -ft 0.00 k -ft 0,00 k -ft ® Left Support 1.80 k 10.559 in2 170.00 psi 1.76 k 1.76 k Sxx Reo'd 23.88 in3 0.00 in3 0.00 In3 Right Support 1.80 k 10.559 in2 170.00 psi Bearing Length Req'd Bearing Length Req'd Job # Date: 2:32PM, 1 OCT 04 Allowable fb 1,050.00 psi 1,050.00 psi 1,050.00 psi 0.805 in 0.805 in z t � JU UO to o W =` J � N u. .W O LLQ N �. = W z� I- O W F-. �p U .O C 0 1-, WW LL - 0 111 z U CO' O z �Gr 14 e.,000 i i /2- 46 Title : Dsgnr: Description Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 User:WF4Zk5066.Ver5.8.0,1- Dec -2003 Cantilevered Retaining Wall Design Page 1 W1983 -2003 ENERCALC Enaineerino Software Description Criteria = 2,000.0 psf Retained Height - 4.50 ft Wall height above soil = 0.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf /ft Toe Active Pressure = 0.0 psf /ft Passive Pressure = 300.0 psf /ft Water height over heel = 0.0 ft FootingIlSoil Friction = 0.350 Soil height to ignore = 0.00 in for passive pressure = 0.00 in Surcharge Loads Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe - 0.0 psf Used for Sliding & Overturning Design Summa Total Bearing Load = 2,159 Ibs ...resultant ecc. = 3.44 in Job # Date: 9:15PM, 6 FES 05 1 - Footing Strengths & Dimensions fc = 2,500 psi Fy = 40,000 psi Min. As % = 0.0014 Toe Width = 1.00 ft Heel Width = 1.50 Total Footing Width = 2.50 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Axial Load Applied to Stem fb /FB + fa /Fa Axial Dead Load = 247.0 Ibs Axial Live Load = 165.0 Ibs Axial Load Eccentricity = 0.0 in Stem Construction Top Stem Stem OK Design height ft= 0.00 Wall Material Above "Ht" = Concrete Thickness = 800 Soil Pressure @ Toe - 1,458 psf OK Rebar Size = # 4 Soil Pressure @ Heel - 269 psf OK Rebar Spacing = 18.00 Allowable = 2,000 psf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,772 psf fb /FB + fa /Fa = 0.590 ACI Factored @ Heel - 328 psf Total Force @ Section Ibs = 845.8 Footing Shear @ Toe = 3.9 psi OK Moment.... Actual ft-# = 1,451.3 Footing Shear @ Heel = 14.1 psi OK Moment..... Allowable = 2,458.0 Allowable = 85.0 psi Shear..... Actual psi = 11.3 Wall Stability Ratios Overturning - 2.28 OK Shear ..... Allowable psi = 85.0 Sliding = 1.58 (Vertical Co Bar Develop ABOVE Ht. in = 12.48 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 704.4 Ibs Wall Weight = 96.7 less 100% Passive Force= - 416.7 Ibs Rebar Depth 'd' in= 6.25 less 100% Friction Force= - 698.1 Ibs Masonry Data Added Force Req'd - 0.0 Ibs OK fm Fs psi = = ....for 1.5: 1 Stability = 0.0 Ibs OK Solid Grouting psi Footing Design Results Special Inspection = Modular Ratio'n' _ Toe Heel Short Term Factor = Factored Pressure = 1,772 328 psf Equiv. Solid Thick. _ Mu'- Unward = 790 0 ft Macnnru Rlnrk Tuna = IVnrmal Wainhf z I �- , " w JU 0 NO W= J� NW W O• J LL- Q (1) = W Z 1 E- O z H W LI J �p U O N; o !-- =U H H- 0 W z U - Z 1' :i '• 4 , W. Title: Job # .7 Dsgnr: Date: 9:09PM, 6 FEB 05 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580009 User: KW-0605066, Ver 5.8.0,1 -Dec -2003 Cantilevered Retaining Wall Design Page 1 (c)1983 -2003 ENERCALC Engineering Software Description Criteria = 2,000.0 psf Retained Height = 6.50 ft Wall height above soil = 0.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem = 0,0 psf Surcharge Loads Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Design Summary Total Bearing Load = 3,134 Ibs ...resultant ecc. = 3.16 in �)/ Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure - 35.0 psf /ft Toe Active Pressure = 0.0 psf /ft Passive Pressure = 300.0 psf /ft Water height over heel = 0.0 ft FootingIlSoil Friction = 0.350 Soil height to ignore = 8.00 in for passive pressure = 0.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Footing Strengths & Dimensions fc = 2,500 psi Fy = 40,000 psi Min. As % = 0.0014 Toe Width = 2.00 ft Heel Width = 1.50 Total Footing Width = ____T - Footing Thickness = 12.00 in Key Width = 8.00 in Key Depth = 12.00 in Key Distance from Toe = 2.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Axial Load Applied to Stem Axial Dead Load = 247.0 Ibs Axial Live Load = 165.0 Ibs Axial Load Eccentricity = 0.0 in Stem Constructio Top Stem wia�i Stem OK Design height ft= 0.00 Wall Material Above "Ht" = Concrete Thickness = 800 Soil Pressure @ Toe = 1,300 psf OK Rebar Size = # 5 Soil Pressure @ Heel = 491 psf OK Rebar Spacing = 16.00 Allowable = 2,000 psf Soil Pressure Less Than Allowable Rebar Placed at = Edge ACI Factored @ Toe = 1,495 psf Design Data fb /FB + fa/Fa = 0.625 ACI Factored @ Heel = 565 psf Total Force @ Section Ibs= 1,608.5 Footing Shear @ Toe = 12.8 psi OK Moment.... Actual ft-#= 3,866.0 Footing Shear@ Heel = 21.2 psi OK Moment..... Allowable = 6,186.6 Allowable = 85.0 psi Shear..... Actual psi = 21.7 Wall Stability Ratios Overturning = 2.27 OK Shear..... Allowable psi = 85.0 Sliding = 1,72 (Vertical Co Bar Develop ABOVE Ht. in = 23.40 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.45 Lateral Sliding Force = 1,223.0 Ibs Wall Weight = 96.7 less 100% Passive Force= - 1,066.7 Ibs Rebar Depth 'd' in= 6.19 less 100% Friction Force= - 1,039.3 Ibs Masonry Data Added Force Req'd = 0,0 Ibs OK I' psi = psi = for 1.5: 1 Stability = 0.0 Ibs OK Solid Grouting = Footing Design Results Special Inspection = Modular Ratio'n' _ Toe Heel Short Term Factor = Factored Pressure = 1,495 565 psf Equiv. Solid Thick. _ Mu': Upward = 2,636 0 ft-# Masonry Block Type = Normal Weight Mu': Downward = 625 1,312 ft-# Concrete Data Mu: Design = 2,010 1,312 ft-# fc psi = 2,500.0 Actual 1 -Way Shear = 12.80 21.20 psi Fy psi= 60,000.0 Allow 1 -Way Shear = 85.00 85.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = # 4 @ 13.75 in Toe: Not req'd, Mu < S * Fr Heel Reinforcing = # 4 @ 13.75 in Heel: Not req'd, Mu < S * Fr Key Reinforcing = None Spec'd Key: #4@ 28.75 in, #5@ 44.50 in, #6@ 48. 7 (N Z H z� mo w. j V U O ND W= J NLL W O �: LL =, CO) = W H X Z 1..- F- O Z H W W: C3 f- WW F- - O. .. Z H =' O Z CITY OF TUKWILA - BUILDING DIVISION Prescriptive Approach — Simple Form FTk!,.M� mpr For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Lot: Address: City: t (< -J State Zip: Contact: - VO AJ ( �Lo N Phone: Z Z SS` 4;9S 1 Phone 2: ,, 2 0 46 3-57�5 4 ?e f Fax: `tZ5 z-S-s yo Building Department Use Only Permit #: ^�SS Notes, t�rlll� Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glavin¢ Ontinn Only) Option Glazing Area' Glazing U- Factor Door U- Ceiling Vaulted Wall Above Wall Ine Wall Exe Floor Slab On % of Floor Vertical Overhead" factor Ceiling Grade Below Below Grade Grade Grade III Unlimited Group R -3 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy Onl ! see the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. 0, %c ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. OFT ✓ All building components meet the requirements listed in Table 6 -1, Option III. 4 6 ✓ The project will meet all other provisions of the WSEC and VIAQ.� �0r The project will take advantage of the following exceptions to the prescriptive option:, L3 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception INCOMP TE Copyright 2002, WSUCEEP02 -056 L T R # Copied by permission from the Washington State University Extension Energy Program i Prescriptive — Simple Form — Climate Zone 1 7/26/2004 DO 5 005 Z �W D UQ J DLL .w O LLQ �d = W H O Z w U� ON 0 F_ W W F_ LL O W Z CO O Z Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Conditioned Floor Areal Z Glazing Area Area Weighted Feee U- Factor Vertical Glazing 3 z7Ac D Overhead Glazing Door 73 Z . SL 602.7.2 Exception, Area X 3 Glazing Area Tota Glazing To Floor Area Ratio Glazing Area Total / Conditioned Floor Area 602.7.2 Exception Ratio 602.7.2 Glazing Area Total / Cond, one oor Area, not to exceed./ % TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 5ele^' One Option e See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) r 7/28/2004 1 of 3 Z �Z `~ W UO Co 0 co LLJ J Co W' WO J LL Q. -F d F-W F- O Z F-, LLJ W U� ON W U u O W Z co U_— O Z Glazin Glazin U- Factor Wall Wall* Wall• Slab' option p 6 g Area' Door° Ceilin 2 g Vaulted Above Int ext Floor' on % of Floor Vertical Overhead" U- Factor Celling Grade Below Below Grade Grade Grade I. 120% 0.35 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 a- 1 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 25% 0.40 0.58 0.20 R -38 ; R-30 i R -21; R -15 R -10 R -301 R-10 Getup R -1 U -0.031 U -0.034 U -0.060 U -0.029 and R -2 Occupancies Only V. Unlimited 0.40 0.58 0.20 R -38 R -30 R-21 R -21 R -10 R -30 R -10 Group R -3 and R-4 Occupancies Only Unlimited 0.35 0.58 0.20 MS.' R -301 R -211 R -15 R -10 R -301 R -10 Group R -1 U =0.031 U -0.034 U -0.060 U -0.029 and R -2 Occupancies onl See code text for footnote references Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) r 7/28/2004 1 of 3 Z �Z `~ W UO Co 0 co LLJ J Co W' WO J LL Q. -F d F-W F- O Z F-, LLJ W U� ON W U u O W Z co U_— O Z 'M Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Exterior Doors Plan Component ID Descrintion Door Percent Width Height Glazing Door Door RPf. U Mvk Ot Faat'nch Fapt Inch Aran Arco 1 fA Jar 5 Z'3 Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing Width Height Glazing ID. Description Ref. U Ot. Feet I nc h Feet finch Area UA U Wmalm 111111111W Orm L �WVA A =UXA tt t ME= 3Z (� t vl c5o v� 3 - l et-let, e P1 t 3 Z- our �k-��• .3 4 t 3Z 3 w 6 3Z r ;:f /it 2 i One Exem t Door, if 24 Square Feet or Less. 1 Ct I Z 3d ry �w� Z Jar 5 Z'3 Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing Width Height Glazing ID. Description Ref. U Ot. Feet I nc h Feet finch Area UA MQ©UM Ona- m4 0Emn U . Wmalm 111111111W Orm 12 �WVA tt t ME= 3Z (� t vl c5o v� 3 - l et-let, e P1 t 3 Z- our 2 r �r rr t 3Z w 3Z r ;:f 2 i 1 Ct I Z 3d ry �w� Z tt 15v"U Z MQ©UM Ona- m4 0Emn Wmalm 111111111W Orm �WVA ME= Sum of Area and UA z? (o I Area Weighted U = UA/Area Op ICJ pF RMI �c E �� Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 2 of 3 Z JU 00 00 CO ui J = F — CO Li-. W } O LL a. = �W Z F- k- O W H- W U ON .0 f-, WW LO ui Z P_ o F- z Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7/1/04 Overhead Glazing. 'Plan: Component' Glazing Width Height cat. reef reet ,. -• ,rea UA i • S o rea U um f A and A . Area .Weighted U.= UA/Area 9 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 3 of 3 ' Z Z W. 2 3U UO 0 W =' J W O. Q� W Q; �d ~ _, Z H- F— O. Z W U� O N, WW U. O. .. Z W U CO O Z liar 04 05 09:53a Location lNumber Size "Type U-value Area U(Area) Ent E x nsom 0.28 81 2.24 Living Room 1 7 1 6 11 ' 9 x 6"0" :Slider 0.32 1 5'0" x 67 Slider 0.32 30 9.61 Dining Room 1 60 x 6'0" -Slider 0.32 301 Kitchen 1 5'0" x 47 Slider 0.32 20 6.4 Family Room 1 510ft x 1'4" Transom 0.28 6.67 1.8676 1 7'6 1101 x 6t0lp Slider 0.321 45 14.4 M aster Bedroom 61.111 x 4 Slider 0.32 .75 -- -------- I. - .... Master Bathroom - 1 . 4 1 0 11 x 4'0 Fixed 0.28: 16 4.48 1 2'0 x 3 _ A wnin 0.3* 6 1.8 Bedroom -, ii 1 5'0" x 4V Slider 0.32 22.5 7.21 Bedroom #3 1 5 0 0 11 x 3'6't Slider 0.32 17.5 5.6 Bonus Room -- 1 5 x 4'6 Slider 0.32 22.5 7.2 1 51011 x 3 Slider 0.32 17.5 5.6 stairs 1 57 x 3"0" Fixed 0.28 15 4.2 DOORS Ent y 2 3 x 68" Hinged 0.33 40 13.2 Family Room 2 2'6 x 6 1 8 11 Sliding Door 0.31 33.3 10.323 GLAZING AREA GLAZING U I A 126.671 Average U-Value 0.31611 Heated Area (sq. 2380 Glazing % 16.84, OFT O Np D U, (30 (1)0 (1) LU X LL, 0 2i Ei U. < CO) D LLI 0, UJ 2:3 D 0 IL) cf) .0- C) F- LU W L 0: z U (j), z CORRECTION LTR #.. -.I- -- D05 -055 z M J U: U O; U) W V..; W Q; J = cy. 1- W. Q; w w' D o; ;o Co W W ' 'W Z ` U O 1--, From: Brandon Miles To: Brenda Holt Date: 05110/200512:39PM Subject: D05 -055 Brenda, I had denied the above permit. Can you please re route me the plans for my review. I talked with the applicant regarding the height issues. I Thanks, r Brandon J. Miles Assistant Planner j:. Department of Community Development City of Tukwila tel (206) 431 -3684 f fax (206) 431 -3665 bmiles@ci.tukwila.wa.us 4 i 1 .j RECEIVED CITY OF TUKWILA MAY 1 0 2005 j PERMIT CENTER CORRECTION LTR #.. -.I- -- D05 -055 z M J U: U O; U) W V..; W Q; J = cy. 1- W. Q; w w' D o; ;o Co W W ' 'W Z ` U O 1--, i� KZ ,Lam April 14, 2005 Mr. Don Tryon 8210 154` Avenue SE Newcastle, WA 98059 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -055 Junction — Lot #2 —14906 Macadam Road South Dear Don: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Planning Department: Brandon Miles at (206) 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, GC�iZ Z =Z JU 00` wo wi J �-., , CO u- w O -. U- U) 0 _.. w ? �--. O . Z F-. �o U O to o w w` W z O z 0! _J: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director .... .......... .... 190B PLANNING DIVISION COMMENTS DATE: April 11, 2005 CONTACT: Don Tryon RE: D05-055 ADDRESS: 14906 Macadam Rd S. The Planning Division of DCD has reviewed the above permit application. Planning has provided the following comments on the project. In order to have the pen approved the following revisions/corrections need to be made. The project planner for this application is Brandon Miles who can be reached at206-431-3670. 1. Provide the elevation, at finished floor area, for all corners of the house. Z z t i LIJ; (30. U (1) U wzi LL� W g5 LL N Cyr LLJ 0 . z 'W Uji D 1 W i (Y U- 0: z; cwi co) Z � 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 N February 28, 2005 ;/ - "N City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Don Tryon 8210 154 Avenue SE Newcastle, WA 98059 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -055 Junction - Lot #2 - 14906 Macadam Road South Dear Don: This letter is to inform you that your application received at the City of Tukwila Permit Center on February 16, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning the following: 1. Please provide window /door schedule 2. Please provide completed Washington State Energy Code form/worksheet. Plannine Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented throuzle the mail or by a messenger service. Z �W u6 D . J U UO. CO W= J H D LL., W oC U_ Q CO Cl = W H =. Z� I O Z F_ W Uj :O � E- ua W' H V u ~O. Z U N O Z If you have any questions, please contact me at the Permit Center at (206) 433 -7165. %LA, Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: February 17, 2005 CONTACT: Don Tryon RE: D05-055 ADDRESS: 14906 Macadam Rd South The application cannot be approved. 1. The application is for construction of a single-family house on lot 2 of the Junction West Short Plat (L02 -051). The Junction West Short Plat has only been issued preliminary approval from the City and the applicant has not submitted for final approval. No building pen can be issued for the new lots until the Junction West Short Plat has been issued final approval from the City and has been recorded with King County. Steven M. Mullet, Mayor City of Tukwila . J, ........... Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: February 17, 2005 CONTACT: Don Tryon RE: D05-055 ADDRESS: 14906 Macadam Rd South The application cannot be approved. 1. The application is for construction of a single-family house on lot 2 of the Junction West Short Plat (L02 -051). The Junction West Short Plat has only been issued preliminary approval from the City and the applicant has not submitted for final approval. No building pen can be issued for the new lots until the Junction West Short Plat has been issued final approval from the City and has been recorded with King County. Steven M. Mullet, Mayor PERMIT COORD COPY PLAN P"IBIVROUTING SIJP ACTIVITY NUMB: DO&D55 DATE ,5 - 10 - 05 PROJECT NAME _JUNCTION WEST' — I OT 2 SITEADDRM 1490 MACADA M - Original Plan Submittal Response to Incomplete Letter $it X_ Response to Correction Letter ## _1_ Revision # After Permit Issued D EPARTM ENTS /11 � Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator 13ErER1MINATTI0N OFc01MP1EIEN (Tues., Thurs.) DUEDATE 5- 1L2M Complete Incomplete ❑ Not Applicable ❑ Comments: Pbrmit Center Use Only INCOMPLETELETTERMAILED: LETTER OF COM PLETENESS MAILam: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TU ESITH U RS RD U T N G: Please Route Structural Review Required REl/IB/VBZS INITIALS: ❑ No further Review Required ❑ DATE APMVALS n R CO RRECTI O N S: Approved ❑ Approved with Conditions Notation: REVIEVVIETS INITIALS: DUEDATE 6 -9-05 Not Approved (attach comments) ❑ DATE Fbrmit Center Use Only CORRECTION LEr rE R MAIL®: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documentdrouting dip.doc 2-28-02 z Z �w QQ JU UO Cl) 1: V) J I— S2 w W 9 : La Wd =w Z �. I— O w LL J � o' U 0 I__ :W w . U- 0 ..z w co O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -055 DATE: 03 -07 -05 PROJECT NAME: JUNCTION - LOT #2 SITE ADDRESS: 14906' MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # 1 _Response to Correction Letter # _Revision # after /before permit is issued DEPARTMENT AI co 3'I d' ;, yvt den;d vi -c6 - Building Division Fire Prevention ❑ Planning Division Public Wprks� [� Structural ❑ Permit Coordinator = V4411111 DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -08 -05 Complete [Q� 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 RO TING: Please Route Structural Review Required ❑ No further Review Required q ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 04 -05 -05 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: /Y - dam Departments issued corrections: Bldg ❑ Fire ❑ Ping kr PW ❑ Staff Initials: Sits PERMIT COORD COPY Documents /routing sllp,doc 2.28.02 z �Z '~ w J U. UO W= H �O W LL ?. co)O = w ? F- t- O Z I_ w �5 O N. 0 N w uj �_. U. LO .Z W U O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -055 DATE: 02 -16 -05 PROJECT NAME: JUNCTION — LOT #2 SITE ADDRESS: 14906 MACADAM ROAD SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # _„Revision # after /before permit is issued DEPARTMENTS: (�iyvieck 2 -11-�� .�I Z l� 1.�- is -(�-v � Build in ivision El Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thu s.) DUE DATE: 02 -17 -05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: � -05 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg N� Fire ❑ Ping A PW ❑ Staff Initials: s TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑N APPROVALS OR CORRECTIONS DUE DATE: - 03-17-05 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: HERMIT COORD COPY Documents /routing sllp,doc 2.28.02 ❑ No further Review Required DATE: z = z LLI JU 0 Co 0 J x S2 LL ' W O U. � F- W z �O zF- D L) O N 0 f- W F- LL ~O Z' U CO O z i j i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht(p :11www.ci.tukwi1a.iva.us Steven M. Mullet, Mayor Steve Lancaster, Director W ' REVISION 'SUBMITTAL S. b Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6. 10 - o5 Plan Check/Permit Number: P05 D ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: -J t?irwl -i WJ4 1w A Project Address: 144t 0 1 v'LGtA G &LLA, & 6 Contact Person: Phone Number: Summary of Revision: RECEIVED OM Of TUKVYILJ MAY 10 Z005 PERMIT CEWEB Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 01 — Entered in Permits Plus on r - pp ications orms -app ications on line evasion submittal Created: 8 -13 -2004 Revised: Z Imo. '�QQ' W WD JU UO 0 W= 1L W O LL ¢ �d �W Z= E- HO W �o U O =U U. O` Z` U N. F- F=- O Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /Www.ci.ttikwila.iva.tis RREVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: " Plan Check/Permit Number: D05-055 r. ® 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 Junction — Lot #2 Project Address 14906 Macadam Road South Contact Person Don Tryon Phone Number: (o �.SS� Summa of Revision: 5�V Ilr' Gk r� C Gt d "4 t o e(e i UF u Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (7 Entered in Permits Plus on pp ications forms- applications on lineVrevision submittal Created: 8 -13 -2004 Revised: Z �Z � QQ 7 JU 00 N �. W =` J F. LL W O LL Q S2 a =w z� 1— O Z H W W U� O � PH w U —0 . LLi Z O F " Z 0 KING COUNTY Re;lential Sewer Use Certifi non (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King (Please print or type) Owner's Name -( VoA) C0065 S 4--LC (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Address: Subdivision Name_ - I _rC IC0 el Subdiv. # Lot # Z Block # Building Name (if applicable) Property Street Address City, State, Zip �Lu OW t 4 0 00 -9 7 Owner's Mailin I3oe i' 4G Address 12 e�k CJ� (If different from ^ above) Ct (js Owner's Phone Number ( ) Z ZV 1 ? 756 Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District 1 « + Date of Connection: Side Sewer Permit # Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces _ Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 x 0.64 = x 1.0 = :1 Dos -055 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative ' � Jr ____ __ .._ Date., Print Name of Owner /Representativel) n__—_________ _________ ____._.. 1057 (Rev 2/96) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z Z ' QQ� J U . UO Lu H W u.. W O u- N D = C� l.W z� I0 `_ W �p U O co .o H, =U LL Z U =` O z _��. _.._._�_. -_ .�.__.. � .. � ._ �__- � .....,..._...o.r.�,..., - - .. �,•.. a....,... ��. r- �.. �vxseei:: sse: c�. srvd'+. � •,.;w.."`R.C�`:t'.:'�',��if'c ._ ". _ . �._�...- _ .�.,. ..:'.. i. WAS PROVIDED'."' REG15TE� ,.,- GENERAL:} •.= ^� CONS T 43 COI3Tr �:•' ERFSP,Z' _l �. `` ' fiHyp�CL'013DH 08 •1999'" .. CCiI'i DATE : _ AFFECTIVE Ark TRYON� CON TS .LLC CEP PQ: 80::;146:= RENTON` Sigi�afuce �. •� .- : ' O'I't ANU INDUSTRIES_ - - Issued by D' EPAIZTIVI�N I I r r %% C 0 JUNC WEST A PORTION OF: SW 1/4,,NW 1/4, SEC. 23- T23N-R4E, W.M., CITY OF TUKWILLA, KING COUNTY, WASHINGTON IMPERVIOUS AREA CALCULATION TOTAL EXISTING IMPERVIOUS AREA TO BE REMOVED: BUILDINGS = 3,238 S.F. DRIVEWAY = 1,550 S.F. TOTAL = 4,788 S.F. TOTAL PROPOSED IMPERVIOUS AREA: DRIVEWAYS = 6,411 S.F. HOUSES (0 2,094/LOT) = 8,376 S.F. TOTAL = 14,787 S.F. TOTAL NEW IMPERVIOUS SURFACE: 14,787 S.F. - 4,788 S.F. = 9,999 S.F. < 10,000 S.F. THEREFORE THIS PROJECT IS EXCEMPT FROM THE DETENTION REQUIREMENTS. NOTE: HOUSES SHOWN ON THE PLAN ARE 1,824 S.F. IN SIZE. HOWEVER, EACH BUILDING MAY BE 2,094 S.F., WHICH WILL STILL PUT THIS PROJECT UNDER 10,000 S.F. � 1 Q5 -0.x.5 PROPOSED F.H. PER CITY GRAPHIC SCALE 20 0 10 20 410 s0 ( IN FEET ) 1 inch = 20 ft. r OF CO�NNECT MAIN WS- 1 PER 3 TD. 10' WATER EASEMENT REC. No. 6634217 A CB TYPE I SEE NOT 6 FND \I' P RI = 152.28 1„ REMOVE & REPLACE EXIST PVMT. .. a �'LA o �''- .- I = 148.38(N) 1 F GGIN IN --KIND EX. C SIDEWALK N, (ACCEPTED) ---�_ 1E = 148.16(w) / Fr IE = 148.23(S) ! E i3 T. t WTR. MTR. FOR (ACCE PTED) APPROX OC CI P OF oC ` APPROX. a0 LOC ATION z� BUILDING SET ACK R OCA EX . SIGN IN IS EA • .-- ---- -- LINE (TYP. OOR I N A W/ ITY w Ex_ ��'•�T` ��E - ca FR V. =E VY. 3. TREES MARKEiD wlTH AN " X " MAY POTENTiALL Y BE REMOVED. pW mview alppvyW is S1�jeICtm eMn 4d U3�.iC tit0,�,*CS b EX. 3C.L AR � PIR P. "" A T � ^ 3;,l:N TIN Y M R T NA SAP FOR: �� of � � � �m '..- �1 ! 4. DIS'rJRBANCE OF E G ROCKER ALONG EAST SIDE OF M CAD ROAD 0 BE COORDI TED VMTH CITY. RF � _ _•� � • op EX U J S T ^ 0 L 5- BLULDING PER1r11 T REOUIRED PRIOR TO DEMOLITION OF EXISTING STRUCTURES. � of approved �Q CWV MW � ,, • � r--- Ex. U ;`I -� �O`� � '�; --CR � P?�_ SAV• �-�`! �!��C�E • ^ • ,�� T • �� ; �� I _ 16- PROVIDE PROTECTION BOi. AROS & LANDING AREA AROUND FIRE HYDRANT PER F' ilEPT. REQUIREMENTS. Be E ` � /,' s ,,, ' E •; S •► �• .; _:: 4 P K C� s- ;� j Y''. '� "� _ ` - - _' '7_ SITE CONSiRLJCTION SHALL BE PER R£COMVEKOATIOhS NV THE GcOTEC�iNlCAL ENC':Nc ErZING REPORT _ _ BY CORNERSTONE GEOT= CHNICAL. INC., DATED APRIL 26, 2002 AND SUBSEQUENT GEO TECHNICAL REPORTS. C� P ' 7 - S DOL _ _ _ _ _ & GEOTECHNICAL ENGINEER TO ASSESS INDIVIDUAL HORSE FOUNDATION AND DRAINACE ;YSTEM, AND � (�, C X T z E " -- `. _ •' � SL R P'•t I - ~ . �'� '.. � � ., .. ! v! F1k� OES: Gy "4C�t+4�NOA TIONS, ^ PRO OE T.� :� L I ? /2n '3t F _ - �` E %.� E DA =D C ' 1 E k C.'.w. » �`'' -'��t' �. �.`_ B=M V�f �.xV�� of � WO 1 / v' 0 C.R F- OR -A C '9. ALL UMLIT)E SHALL BE PER CI OF TUKV A ORDINANCE. _.. C EX S A `: - !- 1 0. SEE CI TY OF TLKWLA D TL DS- FOR TRf W>4 BEDOWa. BACKFI L AND PA VEMEN T RE -�s, mc I a . j � � � -�. _ � � •� EX. c.%' ~` 11. M ATER METERS SHALL BE PER CITY OF TUKVXA DTL WS-Ot, WS-02 AND WS-C. DALEY- MOMCW- POBLETE, HC. "� LAcEYK)CE DEVELOPMENT HC EX EX S ;G V = = :,` 12_ SAMTARY 5*OE SEVCRS SHALL, IBE PER CITY OF TtJ1C1 A DR& SS-02 ANS SS -C3- CCU E of ww t "about prime awrera; � Aft sr."* aDrJD 9 jig 34r -Ey t - .0, +ee5. BURIED UTILITIES IN AREA CALL BEFORE YOU D►G 1- 800 -424 -5555 Ea - S 1 9 uwuIIES SHOM ME FFM 1W @W ASE AM 14 is ow As lO 1w IfX#= 9m TWL Lachim are oe"K 4- /.1/ � A.,;�3' :.ir?°:, •AA,�u.(�Vt �� J'��.'V2 E _ _ �• � ^'� �•�`r. 'Ksl `J....' / EX. 6" CIP .. *W 15' P LIC STORM `N 'f SAWCUT ECOLOGY BLOCK RETAINING WALL N '4 2Q' D INAG ESMT• ss � - .. , .. , ... .. , .. , . , . . , ,. &O 5 6 -- --- \_139-00' •- �. ____ - r29.so � = 174 32 .8 T! 149th STREET o 1 z' EP I � 165. • 'nth R =9 N 1 '00' 00 "E IE,�= 148.3 11.00 IE = 3. .... If) e -TYPE I(S8 LID =1.7 F' ' f ... PROPOSED _� ' _ 2 -- 24" COO i TON:• GODS _ . i - • W.M. TYP. RIM - 135., 1 3 � 39.64 ,S 1 _' .... �:1 --.: X .... CB No.2 TYPE I W IE _ t 3 z. so() F�E= 147.40± ; � a , � � - � .. .. .... - 2 IE = 132.40() 16,880 sq.ft.± z o o• ,,• I.E.= 168.06 { • - • • • cv W/ VANED GRATE �, 'j �,� PRO DE R!P AP PR CTION I GR.EL.= 177.00± (MATCH PVMT.) ' • .. ' ' ' X RI WAY NTR N I AVE. WIDTH = 101.40'± TO BE RETAI ED DR OT 2 2 ... (14910 MACADAM RD.) 8,754 sq.ft.t - � - - -- � � ...'•'.'.'.' �, ...�.. ..�.. ... �, a 25 MS LOW ATN •...�... ! COORDINATE W/ CITY �.'- - • • AVE. WIDTH - bb. p8 ± ° FROM DI PERS L TRENCH .� I PRO OSED W.M. I .''.'. .. .... .. ! ao 0•�0• '' • • I OR LOT 2 z o ' .. .. 1 `fl 0 ` ' �. �s ti I •.• •• •••-.• •t MOVE POR ON ..... OF11 . ... . f 22' OTTONWOOD ...... EX ... r ... • . - • • • .. / I FENCE AS EQ D.1 APPROX. LOCATION 0 ` - • - • j l / .' ' ' ' ' ' ' ' `.'"� 1 t / _ (CO RDIN TE W Q SANITARY SEWER MAI • • • I U LITI NS ` J ( c APPROX. IP CTOR � , � LocAnoN of � .. ' _ _ Co EX. fi" CI I o z • - \ - N PR POSED DRIVEW�CY (TYP.f / .. ..�. .- � �� - i 1 " _ _ , 00 00 • U Ci Go APPROX. OCATION O 88 30 Oa w �----- a /� D Q O / 3 5.48" t OF EX. SSS 126.08 . .. .. •- 1 TO BE USED F R LOT 2 �"' :��-�*�� . '�- ' 11 WIDE x 6 THICK p �� Ww /� -- ` PRV'T DRN G ESMT. 1 -Y-->' ' (r,� T� r' ��t CID ..•_.r 2 -20" 7TC% ,\4WOODS GRAVEL FILTER STRIP " ' . , j W w NOTE. RD 8.685 s f •'t ! t • • • N C I •• T-- CONSTRUCTION ACTIVITY (FENCE REMOVAL 4 ® q S �� J (S E DRI WAY D SHT� 4) ;..� `N I� W W do DRIVEWAY REMOVAL /REPLACEMENT) I � � 1� I r� i i =�� - 6" PVC ROOF, -DRAT AVE. WIDTH = 70.00 t ; /� / �, '.�.P'�... �� t TO BE COORDINATED W/ THIS PROPERTY 0 EX. TER METER / HE..�.:�c N2 0 .....•..•.- ..►.. -.- 1 (' . . 2a ' ..c_QA►t ?- t ! N 160 00 39,192 s ft.f TO BE US D FOR LOT 1 0 1.0% SLOPE MIN. Tlq?lr -' ��' ' / q• •.•...•... _ _ � / �la: (5412 S. 149th LANE) 6. 2 0 .25' N ....... '� , -s n J ; O I (540e S. 149th LANE �---�' , . " AVE. WIDTH -- 239.75'± _ • . • -' ''' 11 - 0 - 0 1 % ) , ..� a ..... �... ... I i ..'.'..'.......... �v • 30 �iN. di ERSAL 'TP,ENCH , z .......' �Y _n.i� 1 r �, FFE= i 49,00± '''' '''''';t''''':'' o w f� ' T H 4 , I ' � X. DO 1 (SE D L. T. ) CP F O W n PER ORATED :1uHTLINE CONNE TI .- ... '- :::: -:: o ° 1�' .;.Y - �� ' _, 1 ` I10 11 -. . 05'0 '00' E _ n a oN ;• 1 ��•• 7S • '`s� cr tr u+ c I r PROPOSED F.H. PER CITY I FFE= 149.00± l -'' N °' co a ' o I Z t 2.7LF- 12 "PJC ®1 0.31 0 4�' i OF TUKWILA DTL W�/ -13 A D 1htS`,� 4:......... 1 1 19 31 } , ' ` '� F 0 I ` AIN PER CI LJ s '• •r a' IE 1 -82 r � .. ' C OTT uI.iOC FFE= 166.00± ` C PROVIDE STO SIGN, PRV'T. �TRE T. B RMOVE (SEE N TE '6) ,� .........�. t �_ -� - ►:� '` PROPOS BUI ING ) m do STREET NA E SIGN PER CI S - = c r �� ILA ,� � 1 4 MAX. H GH.'.ROCKER. a� I a ° -� x,824 Ff ( .) 5505 S. 149th STREET TEST E rn R I TY F 1NI A 1 ...... o an \ {f CB -TYPE I( SOL ID LID) ` C ..TUN ..k . - .... ►- \ PROPOSED W.M. 2 * 0 I D RS- 5........... o ......... ;r, 's W/ O- 132.50 RIM ....... . - . - . kn IE = 129.35(1} FOR L O T 1 f �iN »' ? * . . ........ o ' 2-2 4 24 co r TON%'O ; - rjs 1 + CU O C R I GID D _ 0 2 ........ j + TIN W/R MA RI I .I. IE - 129.30(s) C8 -TYPE I I IE = 130.0 - 1 ' '.' 6 COUPLINGS (EX. CONC. PIPE) �� _ .. .. ' - - ,� m s( ) Rt.. 132.12 .... . , .. NEW I.E.= 161.30± I.E.(12 ")= 129.30(E) IE = t3o.s2(E) ` ` .. ... ' , ,' �- - .. ... _ .. .. - - - - - - - ..... .... �� T O T - . , 3. •x., 50' MIN. FLOW PATH ADJUST GRATE TO ... ' T- ••� -'.... - 3,1.54_ q f :t - • .... .... ..... .. • .. - - - . _ .... _ , „ � � ' -�- -• . r - - $• - - - - .S, f � o . _ ..... .... o -� FROM SPLASH BLOCK (TYP 10 SEWER EASEMENT MATCH NEW PVMT. SAWCUT o I. t ... - . ..' .1 .. . -- ........ o ... ..... . . . . . • Q 10 00 0o w ,� 1 REC N o. 5813023 • -;• •_• -20' IN .ES.S LR S/UTiL'�TY LASE. lriv� .:......... c�; ..`-' -- - ---+- 35.85 i5• '' 14' C'0' T;?N:y i .. .. ... ... ...... N A, L: 0034Y12 t g - - - - - - - - I I 75 ssMH .. ..' - - . .... �..� 6' PVC SAN. SEWER SERVICE RIM _ 131.88 ,�; FND 1 w v� �,�; v , � 9 2.69' � 1 2' >z rc� FNo 1 " IP wI SPLASH � LOCK (TYP.) Accl E 123.98(1 -5) � •'`R' ` � > H `; �� ...�J _'FL�►Gt�roG' � _...�. D , . i \ 0.2 PR D 20 DE ASPHALT oN28 24$• 42 NEW E. \ "E t. 5' � ( ) � RECHA NEL 4.10 E MA HOLE 1 I 103•SLF - 8 PVC ®14.012 ,`, a �� TYPE I - 48" PAVEME T DRIVEWAY ' 1 I �' M C PRIVATE SAN. WER '�'� co ! ! ''� �+�.30 W \ + w BRASS � ,� STA. 1 +28.06.8 RT. ( f L F7`CB LOTS 1,3 No.1 - dt TAX LOT�Vo. 87330- 41 _ N 1 7 �- ` 100 . 2.25 BRASS ° -,f TYPE I RIM- 148.20 S �- (�1 , 5 IN 2 IP r--- -- __� ► I.E.(IN)= 140.30 (� I E L L \ I LS 18086/1681 PROVIDE NO OUTLET SIGN �` SSM No.1 ! STA. 0 +24.82 7 I !, \ ` 184E t.a C0 ;1 'TYPE I'- 48" GR.EL.= 33.61 _ ; 1- E- (OUT)= 140.20 7 i PROPOSED DRIVEWAY I •� S \ RESIDENTIAL DRIVEWAY PER `� 1 STA. 0 +24.58, 8 I. I 1 % . I RI►ii 3 - 144 ``�1 V� I (� 7 f I ` 10 CITY OF TUKWiLA DTL. RS -08A t . Ikt= 3.60± ATCH PVMT. ,�;_ (BLDG. PE DO ) ,� ,��, 1 I_ �N ;\1 70 ) \If `-' „ O CORRhC I IO1V • (5405 S 149th LANE �., t T� ! S �`� I ti �O� i 25 25.50 _ _ � �, - , t v ; E , 0\.' 1 T 'TAX LOT NO. 873300-0041 NIP LEGEND iNOTES: EARTHWORK CXJANTUF.9 1. TRACT A . A PROPOSED ACCESS do UTIUTY TRACT, SHALL BE OWNED AND MAINTAINED BY THE OWNERS �� +` � RECEIVE 7 !© IRON' PIPE PROP. F.RE - OF LOTS 1 AND 3 OF rH SHORT PLAT AND THE OWNER OP LOT 1 OF THE PLAT OF STELLA A. CUT: 650 cu.yds. F= co" � ��'�+. •�� . FILL.: 650 cu.yds_ RE �:• BR �R ^�. pR^ = " ;E.. 3 ^ f R�� TYLER'S FIRST ADDITION TO STERUNG, VOL 15/& * v �� ^ NET: EX. FI 0 cu. X M;ATt� DaT� : �_� ?Rv? Y !CIE " =R 2. USE SIZE ON SIZE FULL BODY D.I. TAPPING SLEEVE FO CONNECTION W-mm . TAPP R F.H. TIN ��` ' � . E _ Q� .. 1 p UKtiv:LA . .-� -- �• - w� -- -�. -..�.. _ � - -. . .r._..- �..�- - -r..- �.. ..�_• -� -�-. �. ..� -- _ ,_� ._�..- � __ _. _ . .�-- -. � � .�....... sue- _��+w w _ s _� w. _ � � +1+ � t ` '�'� „ 11.x. +rte. +ten_..- r.i� a.�,�, . 4 0 Q) CONTACTS c W z Z PROJECT MANAGI N' WA'YNL JONES (420228 -9570 U U 4 4 ~ NO DES IGN ENGINEER. DALE Y- MORROW- P06LETE, INC. (253)333 -- 2200 OWNER: LAkER0GE DEVE INC. (425)228 --9570 oU 0 180 -__ -- __ --__ -- - _ - -___.- __ -_.... ---- - - - - -- - - - - -- - -- -- _ - ---• -- -- ---T -- __--_ ____- - ---- -- - - -- 180 ' 1 .._. GENERAL NOTES � H H P ELEV � 1 9.64 26' TRACT A SEE PLAN) 1 N.P. STA = 1 59.45 ( 1. LOCATIONS SHOWN FOR ExISi!NG UTILITik.S ARE APPROXIMATE. � _.- ..__ - -•- �.-- _-- - -- -- •---- ...._..__.._._- � - - -.__ _- _... -- - - -• ._�_- ._.------- •-- ��....- - ��---- .�_..- ..__...___...__PV{ STA = 1+ 2.83 -' -- _ "_--- •----- .__.._--- .__ - - - -- ; .... 2. STARTING PROJECT SITE WORK, NOTIFY THE AT LEAST 48 HOURS P 4 VI ELEV a 10.65 �4f 3 i �' � 3 ' `' 4' MAX. HIGH ROCKERY BE FOR: I ��. Q.._._=�- 1.gi3 ___ -�._ 170 -�-- -- � ► PER CITY OF TU KWILA pn k; -os UTILITIES INSPECTOR AT 206 - 433 -�t79. 170 _ _--- -- --- - ----- -- ---- __...__..__ -. __ _- _.- _ -- -- _ - _ TI o � K 3.11 -�'`� - - 3. REQUEST A PUBLIC WORKS UTILITY INSPEC11ON AT LEAST 24 HOURS IN IW N _ I ADVANCE BY CALLING 206 Z - PVI STA - � 0 +31.88 I _�. ^_ __ .__ - ... ______ _ . _____ ____1__.__ _ ____._ 50.0 ._ V� ___ _. _._ - __ _ _ __ _ �' GRAVEL SHOULDER PVI E 2" CLASS "B" ASPHALT CONCRETE r LEV :r 134;00 ._ ' - _ � _.__ 1 � 2" COMPACTED DEPTH 4. THE CONTRACTOR ASSUMES SOLE RESPONS FOR WORKER SAFETY, Oil A.D. s 6.01 � CRUSHED SURFACING TOP COURSE O r � � AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM ,_ I , N 46 04 • ----- K - - 4.99 --- CONSTRUCTION OPERATIONS. 160 - � ---- _- ______._--- �___-- _--- -__ -_� i____ -+ _.a.- _�____ _�_._____ _ ____[� .___._ 160 2 1/2' COMPACTED DEPTH r r + r CRUSHED SURFACING BASE COURSE ``' 30.00' VC-- -- ; ExiSTirvG G R n DE -1 ( •, W .. •• ADDITIONAL TREATMENT MAY BE 5. THE C SHALL HAVE THE P FiMII(S) AND CONDITIONS, THE _ _ TRACT A 149TH LANE APPROVED PLANS, AND A CURRENT COPY OF CITY Of TUKWILA DEVELOPMENT -` -- - -- - -- ---- -- - -- - -- - -_-- - ; - -- -- ----- __. - -- -- - - - - -_ .._ ___.V_ - .___-------- __.._- .__.__ �_ .__�__- - _ _____�__-- __..._� ON SO C3 (/y � REQUIRED DEPENDI I GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE ' CB N0.1 -- TYPE 1 m co ��- W N.T.S. CONDITIONS. JOB SI TE. ( STT � A. 0 +26 , 3t 1 -- I . 3 1 . ~ V T� 150 E. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY I.E.= 1 w CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE Go (p CD aD 0 OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. I -Y- � 0 -_ � M (_ 6 PVC SSS 7. ALL METH ODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT ! + W) O I GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE ! O .. •• 415 _ APPROVED BY THE PUBLIC WORKS DIRECTOR. 140 ..o • --- .-_- -- __ - �._ - _ -_ v - v 0 140 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS > rm W �`' PROPOSED GRADE L) II ON -SITE. 12 .7LF -- "PVC 0 � 9. CONTRACTOR SHALL PROY 0 ROOF DOWNSPOUT: L RECORD DRAWINGS PRIOR TO PROJECT FINAL p •d W SERVES UP TO 700 S.F. APPROVAL. 130 I p - fi" - PVC SSS SSM N o.2 ' : - -- y- • OF ROOF AREA , TYPI - 48 z ` 130 } 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC TO EX. SSMH STA, 1 +2$•06, $' RT. u ' + � i• WORKS APPROVAL BEFORE IMPLEMENTA 30 .7LF -8" PVC ! 10 .5LF 8" PVC ® 14.011 0. - I BUILDING PAVEMENT VARIES SEE PLAN FOR VADTH V 11. ALL SURVEYING FOR PUBLIC FACILITIES SHAL RIM -- 148.2t 0 4.89%% - --- -- ----- P i� ih�TE*S�AN. SE-WEf�- - LL BE DONE UNDER THE I FOR LOTS 1,3 do I.E.(IN)= 140.30 \ DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM TA�( LOT No. 87330 --0041 I• •(OUT)= 140.20 SHALL 8E NAVD 1988. HORIZONTAL DATUM SHALL 8E NAD 83/91 FOR .DATW ELEV 1 �P 7"1"MDE PROJECTS WITHIN A FLOOD COhTROi ZONE, THE PERMITTEE SHALL PROVIDE 120.00 50 MIN. VEGETATED ��`\C NVERSION CALCULATIONS TO hcw 1929. PROPOSED GRADE FLOW PATH 2" CLASS "B" ASPHALT CONCRETE CB - TYPE I SPLASH BY 6' THICK 1 1/2 COMPACTED DEPTH 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO RIM = 132.12 EXISTING GRADE BLOCK GRA VEL FILTER STRIP CRUSHED SURFACING TOP COURSE CONSTRUCTION. IE(8") = 130.62(E) i . • •. .. ; - a 2 1/2" COMPACTED DEPTH ! 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHT- ! � CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE EASEMENTS, AND ACCESS TRACTS. Ln C14 N N O \� \\ \ �� REQUIRED DEPENDING ON SOIL C C14 C d 03 \ / / \ / CONDITIONS. q qt e+- TYKE I - I I r r SSMH No.1 " r r r \ / //� \\� % �� / / \ \// ` / / \/\ �SOL D L c,) TYPE I - 48 �.\ .\ r . CONSTRUCTION NOTES: IE 129.35 ( N ) f STA 0 +24.58. 8' RT LOT 4 - DRIVEWAY SECTION IE = 129.30(S)_ RIM= 133.60± (MATCH PVMT.) N.T.S. 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND IE = 130.05(W I.E.(IN)= 125.70 SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF - (12" = 129.30(E� APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB (JUST GRATE TO I.E.(OUT }= 125.60 SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE ETCH NEW PVMT. 0 +00 1 +00 2 +00 ROOF DOWNSPO sPLASH�LOCx AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. N.T.S. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION` CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. TRACT A - S 149TH LANE 1 WORK Its ROADW SCALE: 1 " = 20; H ORIZ. A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE 1 = 10 VERT. FOLLOWING: S. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF --WAY, THE PERMITTEE O SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE to / EXISTING GRADE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE UK WILA URBAN 0. FIRE, PEDESTRIAN. AND VEHICULAR ACCESS TO BUILDINGS SHALL EXISTING GRADE � BE MAINTAINED AT ALL TIMES. EXCEPT WHEN PERMITTEE HAS - - PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO J m PROPOSE GRADE (DRIVEWAY) j PROPOSED GRADE DRIVEWAY CLOSE AN ACCESS. O0 10. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING 130 - 130 170 0 -- STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING 4 I ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. EX DRIVEWAY TO U.-RETAI ED t - 1.007 F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND AND THE TRENCH IS LEFT OPEN. ,DA1W ELEV 120.00 . UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS F(-•R TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SHAu. MEET V. ".SHA RLOU!REMENTS. 2. POWER. CABLE. R : @ER OP7,CS AND TELEPHONE LINES SHALL BE IN A iRENCH WITH A 5' MiN;M.UU k- ''R:ZCNTAL SFPARcATICN FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES. CATI C i BAS ':S, AN VALVES IN PUBLIC RIGHTS- OF - w1:Y OR EASEMENTS AFTER AS PHALT PAVING- STORM DRAINAGE NOTES: 1L. NET:-+s;.:5 i,h 1/ATERi :•�S S►=Ai� SEE' . Y Of TUKYI�iA DEvELOP1dENT G::': i_ ••ES A•.� DE&GN AhC C�%- STANDARDS. AND THE C URRENT C':%_% -N coRF..CE MATEF 4,S-C% LPA'•�A:.. UNNLE OTHERWSE APPROVED. 2 L A__ '` -_ -�.� 2R - -'c to . '2�v� NC WASTE' uut� E!TkER . a�S ;C 5'K;��'. x.•.S NE °S'. OR 'pRA:11t5 TO GROG,' WAT C.:, - S";._ Ez OF c Jrrt•:)EtiT LENGTH TO PRCVDED A w ow- V 3:: SLOB Cc =-E DBMS WA Y TO T #4E ECTTOM OF' :.; O C..;:Si; _S A_ - -E &E.S:£C Et•C SECT:OtiS T►-AT NIA- % &I' - r 1�� PROPOSED GRADE- EXISTING GRADE LO Sri 10 +�0 LOT 2 -- DRIVEWA Y CENTERLINE 2r,'• r0R1 Z. SCALE: 1 - _ 10' VERT. 21 +25.84 21 +00 170 < CB N o.2 - TYP I W/ VANED GRA GR.EL= 177.00± (MATCH PVMT.) I.E.= 172.00± ?A7UA( 19" COORDINATE W/ 160.00 20+00 LEVEL OUTLET p e 0 p p - �- _ p 4" PERF. PIPE MIN. 18 M!N. 1 1/2 - 3/ WASHED ROCK 2' x 30' I EVEL TRENCH �24" MIN ----j V/ PERF. PIPE I TO STREAM CATCH BASIN YARD TRENCH X- SECTION DRAIN PER CITY OF N. T. S. TW%*LA DTL_ DS -03 NOTE: 1. ROOF LINE SHOWN IS ONLY A REPRESENTATION. ACTUAL ROOF CONFIGURATION MAY VARY. 2. THE DRAIN ROCK SHALL EXTEND TO AT LEAST 8" BELOW THE BOTTOM OF T; PIrE. 3 'REN ' .V�� TRENCH X - SECTION . ^Li I CHES MUST 8E AT LEAST 5 FROM AN STRUCTURE OR PROPERTY LINE. N. T. s. _ .DISPERSAL TRENCH .DETAIL I N.T S. LOT 4 - DRIVEWAY CENTERLINE n" = 2C' HORIZ. n" = 1 G' VERT. BURIED UTIWIES 14 AREA CALL BEFORE YOU DIG 1-800 v111swrc uIUM 901 AM wicr Im ■EST ari im me no a am As 10 Im EKN= =K. TwL Lama • 0 5 _ DIG DALEY- NCIFFCI W PCIBLETE, NC. ♦��► s� B 7.6 A *A "w NORTI -. �►� .Q j . A0BURN. 1IIiAS!•i:h,,TG�: 9Lc 2 J � P**�E: (253)333 -4200 FAX: (253)_ I IL*N �� 3 . L' LAND - �►co�,ao•ct E Ic)WA9 s ^uG 4s. 201' ?; C' 0 P E V� CCRi;&C_ :1 G �* LmJfflDM DE M- NC. P C CC )t ' AIr. REN Ore. WA - P1 %o_ (425 -9c .lUVCTM WEST iV OTE. PROFILES AM NET AILS Jaw 4 th WORK AND SHALL MEET MUTCO REQUIREMENTS. d W C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. I cit ! I.E. 16$,00 • FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN 140 T � PROVID RIP PRO _ __ m - - � ��-Qp -- _. ._ x 140 180 ---- -�. 180 UK WILA URBAN 0. FIRE, PEDESTRIAN. AND VEHICULAR ACCESS TO BUILDINGS SHALL EXISTING GRADE � BE MAINTAINED AT ALL TIMES. EXCEPT WHEN PERMITTEE HAS - - PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO J m PROPOSE GRADE (DRIVEWAY) j PROPOSED GRADE DRIVEWAY CLOSE AN ACCESS. O0 10. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING 130 - 130 170 0 -- STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING 4 I ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. EX DRIVEWAY TO U.-RETAI ED t - 1.007 F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND AND THE TRENCH IS LEFT OPEN. ,DA1W ELEV 120.00 . UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS F(-•R TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SHAu. MEET V. ".SHA RLOU!REMENTS. 2. POWER. CABLE. R : @ER OP7,CS AND TELEPHONE LINES SHALL BE IN A iRENCH WITH A 5' MiN;M.UU k- ''R:ZCNTAL SFPARcATICN FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES. CATI C i BAS ':S, AN VALVES IN PUBLIC RIGHTS- OF - w1:Y OR EASEMENTS AFTER AS PHALT PAVING- STORM DRAINAGE NOTES: 1L. NET:-+s;.:5 i,h 1/ATERi :•�S S►=Ai� SEE' . Y Of TUKYI�iA DEvELOP1dENT G::': i_ ••ES A•.� DE&GN AhC C�%- STANDARDS. AND THE C URRENT C':%_% -N coRF..CE MATEF 4,S-C% LPA'•�A:.. UNNLE OTHERWSE APPROVED. 2 L A__ '` -_ -�.� 2R - -'c to . '2�v� NC WASTE' uut� E!TkER . a�S ;C 5'K;��'. x.•.S NE °S'. OR 'pRA:11t5 TO GROG,' WAT C.:, - S";._ Ez OF c Jrrt•:)EtiT LENGTH TO PRCVDED A w ow- V 3:: SLOB Cc =-E DBMS WA Y TO T #4E ECTTOM OF' :.; O C..;:Si; _S A_ - -E &E.S:£C Et•C SECT:OtiS T►-AT NIA- % &I' - r 1�� PROPOSED GRADE- EXISTING GRADE LO Sri 10 +�0 LOT 2 -- DRIVEWA Y CENTERLINE 2r,'• r0R1 Z. SCALE: 1 - _ 10' VERT. 21 +25.84 21 +00 170 < CB N o.2 - TYP I W/ VANED GRA GR.EL= 177.00± (MATCH PVMT.) I.E.= 172.00± ?A7UA( 19" COORDINATE W/ 160.00 20+00 LEVEL OUTLET p e 0 p p - �- _ p 4" PERF. PIPE MIN. 18 M!N. 1 1/2 - 3/ WASHED ROCK 2' x 30' I EVEL TRENCH �24" MIN ----j V/ PERF. PIPE I TO STREAM CATCH BASIN YARD TRENCH X- SECTION DRAIN PER CITY OF N. T. S. TW%*LA DTL_ DS -03 NOTE: 1. ROOF LINE SHOWN IS ONLY A REPRESENTATION. ACTUAL ROOF CONFIGURATION MAY VARY. 2. THE DRAIN ROCK SHALL EXTEND TO AT LEAST 8" BELOW THE BOTTOM OF T; PIrE. 3 'REN ' .V�� TRENCH X - SECTION . ^Li I CHES MUST 8E AT LEAST 5 FROM AN STRUCTURE OR PROPERTY LINE. N. T. s. _ .DISPERSAL TRENCH .DETAIL I N.T S. LOT 4 - DRIVEWAY CENTERLINE n" = 2C' HORIZ. n" = 1 G' VERT. BURIED UTIWIES 14 AREA CALL BEFORE YOU DIG 1-800 v111swrc uIUM 901 AM wicr Im ■EST ari im me no a am As 10 Im EKN= =K. TwL Lama • 0 5 _ DIG DALEY- NCIFFCI W PCIBLETE, NC. ♦��► s� B 7.6 A *A "w NORTI -. �►� .Q j . A0BURN. 1IIiAS!•i:h,,TG�: 9Lc 2 J � P**�E: (253)333 -4200 FAX: (253)_ I IL*N �� 3 . L' LAND - �►co�,ao•ct E Ic)WA9 s ^uG 4s. 201' ?; C' 0 P E V� CCRi;&C_ :1 G �* LmJfflDM DE M- NC. P C CC )t ' AIr. REN Ore. WA - P1 %o_ (425 -9c .lUVCTM WEST iV OTE. PROFILES AM NET AILS Jaw 4 th r i DOOR5, WINNDOw5 AND 5 <* -L iG+4T5 GE NERA.- DOORS TO T EX'ERIOR M-AN' "AVE A MAXIMUM 1 -3/4" STEP TO A MINIMU"^ 36 DEEP LANDING. ALL GLAZING S1"ALL MEET THE REQUIREMENTS OF W -SE.C. TABLE 6 -1 UNLESS NOTED OTHERUWISE- ALL SKYLIG-+ AND SKYWALLS 544 ALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOr'' EMERGENC EGRESS W INDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. NET CLEAR OPENABLE WIDTH OF 20" AND A MINIMUi" NET CLEAR OPERABLE HEIGHT OF 24' W!T+~ r"IAXIMU"'! FI NI SHED SILL HEIGHT 44" ABOVE FLOOR ALL FACTORY BOIL' WINDOWS TO BE CONSTRUCTED TO PERM MAXIMUM INFILTRATION OF 05 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER - STRIPPED, CAULKED AND BE MADE TIGHTLY F;TTiNG. SLIDING GLASS DOORS TO PERM; T "AXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS OR ATTACHED NOTES FOR: 1. MAXIMUM GLAZING AREA. 2. WEIGHTED U/A CALCULATIONS FOR SUBSTANDARD GLAZING SAFETY GLAZING LOCATIONS PER 2003 IBC / IRC: 1. INGRES8 AND EGRESS DOORS. 2. SLIDING GLASS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES 4. GLAZiNiG WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, AND THE BOTTOM EDGE 15 LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT 15 LESS THAN 18" ABOVE FINISHED FLOOR- 6. GLAZING iN ALL GUARD RAILS. SCREENS NEED NOT BE PPROvIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE CsLAZING, OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: I. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF THE GLASS 15 NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THIOCNESS OF EACH PANE DOES NOT EXCEED 3116" 1''''iEC�4ANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOK" i HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNINCs APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE 2003 INTERNATIONAL RESIDENTIAL CODE. PEATINCs EACH DWELLING UNiT SHALL BE PROVIDED WITH HEATING FACILITIES GAPEABLE OF MAINTAINING A TEMPERATURE OF 10 DECsREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE THE FLOOR N AL HABITABLE ROOMS WHEN THE OUTSIDE AIR TET"if'ERATURE IS AS SET FORTH IN THE WSE.C. DEDINITION OF BUILDING ENVELOPE AS SET FORTH iN THE W.SE.G.: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR ASCEPT AS EXEMPTED BY THE WSE.C. 1. FUEL SURING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM THE OUTDOORS, MEETINCs THE PROVISIONS OF THE 2003 i5C / IRC. 2. FUEL BURNNG APPLIANCES LOCATED OUTSIDE THE BUILDINICs ENVELOPE SHALL MEET THE 2003 1 BC / IRC. 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE 2003 IRC / IBC. ALL WARM AIR FURNACES SHALL BE L15TED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE 2003 iRC / IBC. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES S64ALL BE 50 LISTED AND NSTALLED PER THE 2003 IRC / IBC. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BE MOOM, BATHROC IM, CLOSET, OR IN ANY ENCLOSED SPACE WITH ACC E55 ONLY THROUGH SUC 4 ROOF" OR SPACE EXCEPT DIRECT VENT FUR!�ACE, ENCLOSED FURNACES AND ELECTRIC HEATNG FURNACES PER THE 203 ! RG / IBC. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WiTH A SPACE OF LESS THAN 12" WIDER THAN THE i'URVACE, OR A CLEARANCE OF 3" ALONG: THE 51DES, BACK AND TOP ACGORDNCs TO THE 2003 IRC / iBC. L!QU/FIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE NSTALLED N A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AiR GASSES MIGHT COLLECT. SPPLIANCES 50 FUELED 5HALL NOT BE INS IN AN ABOVE GRADE, JNDER FLOOR SPACE OR BASEMENT JvLESS SUCH SPACE 15 PROVIOED WiTH AN APPROVED MEANS FOR REMOVAL OF JIVED GAS PER " W E 2003 !RC / IBC. HEATiWx AND COOLING APPLIANCES LOCATED IN A GARAGE AI 10 WHICH GENERATE A GiOW, SPARK OR FLAME CAPEABLE OF ICsNiTiNG FLAMA N-E VAPORS 54.4ALL BE INSTALLED WiTH T14E Pi..OTS AND BURNERS OR HEATNG ELEMENTS AND SWiTC«-ES AT LEAST 18" ABOVE T HE FLOOR SURFACE_ F'RE DAMT'ER5 NEED NOT BE INSTA, iN AIR DLoCT5 PASSING TWWXCwo WAL, __ FLOOR, OR CEILNGs 5EPARATNG A RESiDFNCE (GROUP B. D =VISION 3 OCCUPANC`.') FRO A GARAGE (C4WUP ", Div1SION OGCJPANCY), PROVIDED 5UC *4 DUCTS %.:'THIN T44E GARAGE ARE CONSTRUC"ED OF 5TE_ «1AVTNG A '6•+ CKNESS NOT LESS AN X019' (NO. 26 GALVANIZED 56+EET GUAG 1. AND HAVE NO OQET NGS MTO '*aE GARAGGE PER THE 2003 iRC / IBC. UUWtl"' AIR R1RvACE4.w %S A._A -'ONiS 'N AT OR GRAS. 5PACE5 S�+A� :G"iP_" .�'» �«E 20103 1RIG 1 EVER APP. ANICE DE5 'O 15E Ve% 15E CON C: E.. - 0 A VE` w Cs 5S CO*''c- ="iCs `4E 2003 RG / iSC_ EVER`' =AC EN. D ". ""�E _ •�FN" '"=E B CA5 VE % OR '" 51.. CIA r VE \' 5", 9E N 4 C A _t' ' =RMS 0= ' 5 _ 5 NG. %A% -wFAG .A!ER 5 N5 - 4.-A - ON NS'vt C :w AN '-c +�ECZ. �`' '-F 22003 RC / IBC. B OQ 9.► CsAS V S--A_ .- ER .,.- %A ` '°E;2 - -E 2003 RC 190. A `" _ �i/E \ iCs J`. =•'r"' S --A... 'EQ'�`A NCI" -ESS «%AN 2 -C' • aGV E - -E '-E 56. _ _ 'D NCs A _EAS' 2 -C - G..F'4 - .As AN = OR % .17: --E 4 7 -N A Qi - C ' Cv "4E Imo% - R -+ 2M3 l OC VEIN' :O'N�cC'JR5 5■-.:� BE - -�E SPACE OR Aq=_o N t.. C._ - -E .&c�L A%CE 5 LJG�►' 4\11 5- _ = J�htr :`.�. 'C A 'v OR Cp- - t4E'" N 5ur1- A AS `0 "A N - A N 06.E5 °ER - -E 2OC3 - d3C A. -*A NG Ems. °"MEIN '"'E --F- REQL. 4 W - EN'S OF ! 'W %A oh% * AP°_ ANCaE j - Y3G ECi m FOR _;.1.W �S7E \" 1 &-As. °JUNE 5 NC _AMBER ' -.�1N` 3�'A at '-4E =6 C ✓..G',.�'G'R'rC S"S'E"S OR r- , #C - 'JR" s,.. 4R 3 BE OF AS M r04'- ti '-f ?M iIC Inc LUPOL E DOUSE VENT ILATION SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VI AQ): SOURCE SPECIFIC VENTILATION RTEQUIREMENTS: 1 MINIMUM EXHAUST FAN REQUIREMENTS: A. BATHROOMS, LAUNDRIES AND POWDER ROOihS - 50 CFM a 025" WG 15. KITCHENS - 100 GFM 0 025" WCs (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN. 100 CFM • 0.10" WG MA BE USED FOR EXHAUST FAN REQUIREMENTS). 2. EXHAUST DUCT REQUIREMENTS: A. INSULATE TO R -4 (MIN.) IN UNCONDITIONED SPACES. B. EQUIP WITH BACKORAFT DAMPER C. TERMINATE OOUTSIDE BUILDING. D. COMPLY WITH TABLE 3 -3 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR OPTION 2, INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH FORCED AIR SYSTEM (VIAQ 303.42 }. NOTE: WITH THIS OPTION A WHOLE HOUSE FAN 15 NOT REQUIRED. 1. OUTDOOR AIR SHALL BE SUPPLIED TO ALL WA51TABLE ROOMS THROUGH THE FORCED A!R SYSTEM DUCTS AT THE RATE SPECIFIED IN TABLE 3 -2 ON THiS SHE ET. 2. OUTDOOR AIR INLET DUCT SHALL COMPL WITH THE FOLLOWING: A SiZE ACCORDING TO TABLE 3 -5 ON THIS SHEET B. DUCT F%X)M A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AiR PLENUM AT A POINT WiTWIN 4 FEET UPSTREAM OF THE AIR HANDELER C. INSULATE TO R -4 (MIN.) WHEN LOCATED WITHIN CONDITIONED SPACES. 3. OUTDOOR AIR INLETS: A. PROTECT FROM THE ENTRY OF INSECTS, LEAVES, AND OTHER FOREIGN MATERIAL. B. LOCATE 50 AS NOT TO TAKE AIR FROi'" THE FOLLOWING AREAS: 1. WITHIN TENT FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET 15 THREE FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMA15LE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOACT I ON. 4. A ROOF" OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CL05ER THAN TEN FEET FROM A VENT OPENING OF A PLUM 51NG DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE AIR INLET. 6. ATTICS, CRAWL5PAGE5 OR GARAGES. 4. THE OUTDOOR AIR INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER B. A DAMPER INSTALLED AND SET TO MEET MINIMUM FLOW RATES AS SPECIFIED IN TABLE 3 -2 ON THIS SHEET, BY EITHER MELD TESTING OR FOLLOWNG MANUFACTURER'S INSTALLATION WA� 5HN6T+QN STA ENM& Y CQ2E (K9M.C.)- -._I65(2-1 P'illB3 ,MfPTIVE RIMPREME" 0.1 FOR aPta P R OC41I.PAW.,Y CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE WS.E.C. i. MINIMUM REQUIREMENTS FOR EACH OPTION. LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%, iT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER. OPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLYANCE BY CHAPTER 4 OR 5 OF THE W SE.G. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT S RAFTER OR JOIST VAULTED CEILINGS. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVEGRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 6022 OF THE WSEiC. 5. FLOORS OVER CRAUIIL SPACE$ OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION 844ALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.SE.C. 9. DOORS, iNCLUDING ALL FiRE DOORS, SHALL BE ASSIGNED DEFAULT U- VALUES FROi'1 TABLE 10 -6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA iS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL AND OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WiTH U- FACTOR OF 0.40 OR LESS 15 NOT INCLUDED M GLAZING AREA LIMITATIONS. 11. OVER14EAD GLAZING SHALL WAV EU- FACTORS DETERMINED iN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1,5 OF THE WSE.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 35" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. INSTRUCTIONS BASED ON SITE CONDITIONS. Cf C. AN AUTOMATIC FLOW REGULATED DEVICE WITH FIELD MEASURED OR FIELD 2 0 !Z { 4 4 1 awn0w k.AP I A-^ZJ�&i-PALTOR B. 2X4 FRAMED AND INSULATED WITH R -15 FIBERGLAS'S BATTS PLUS R -40 FOAM SHEATHING. DOOR I GU.LT' I VAy<"!'p I � 1 +'MLl' 00-L.:" 1 M-OM st_/ 5. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TiMER 7 WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND ApUTOMATIC CONTROL. THIS 6-Ps GTC% ' GtkL*o ABOYe ( 04T I jejk* 011 ' M f& op FLOOR ( Vi'lRrK.k. ' Gl�►!�1 � � dWAM ice :v 0 40 0 59 0 20 I R -36 i R -30 R -21 R -21 R -10 R O INSTRUCTIONS /'. a,� ff s ' M.9ULATE BEHIND BATHTUBS, SHOUTERS, PARTITIONS AND CORNERS. f� i RE � L � � � � FAGS STAPLE BATTS. ' 20 t Pt-4 1 ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL I 163 USE P'VA PANT WITH A DRY CUP PERM RATING OF ONE (MAX). APPLICABLE PORTIONS OF THE 2003 IRC /IBC CODE. FLUE LINER MINIMUM 5/8w CLAY (OR EQUIVELANT) a►iY 2.0 501 55 83 ; 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE WS.E.C. i. MINIMUM REQUIREMENTS FOR EACH OPTION. LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%, iT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER. OPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLYANCE BY CHAPTER 4 OR 5 OF THE W SE.G. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT S RAFTER OR JOIST VAULTED CEILINGS. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVEGRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 6022 OF THE WSEiC. 5. FLOORS OVER CRAUIIL SPACE$ OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION 844ALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.SE.C. 9. DOORS, iNCLUDING ALL FiRE DOORS, SHALL BE ASSIGNED DEFAULT U- VALUES FROi'1 TABLE 10 -6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA iS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL AND OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WiTH U- FACTOR OF 0.40 OR LESS 15 NOT INCLUDED M GLAZING AREA LIMITATIONS. 11. OVER14EAD GLAZING SHALL WAV EU- FACTORS DETERMINED iN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1,5 OF THE WSE.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 35" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. INSTRUCTIONS BASED ON SITE CONDITIONS. THE FOLLOWING WALLS ARE CONSIDERED TO MEET R -21 WITHOUT ADDITIONAL DOCUMENTATION PER C. AN AUTOMATIC FLOW REGULATED DEVICE WITH FIELD MEASURED OR FIELD SECTION 6022 OF THE W.SE.C.: CALCULATED MINIMUM NEGATIVE PRESSURE OF 01171" WATER GUAGE AT THE POINT WHERE THE GL BATTS. A 2X6 FRAMED AND NSULATED WiTH R -21 FIBER ASS OUTSIDE AIR DUCT 15 CONNECTED TO THE RETURN AIR PLENUM. B. 2X4 FRAMED AND INSULATED WITH R -15 FIBERGLAS'S BATTS PLUS R -40 FOAM SHEATHING. COLUMNS DOUG FIR / LARCH '2 C. 2X4 FRAMED AND NSULATED WITH R -13 FIBERGLASS BATTS PLUS R -5.0 FOAM SHEATHNG. 5. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TiMER 7 WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND ApUTOMATIC CONTROL. THIS (NSUL AT I ON AND M015TU "'='E PROTECTION CONTROL WILL CONTROL THE FORCED AIR SYSTEM BLOWER AND IF APPLICABLE THE AUTOMATIC M DAMPER THE 24 -HOUR TIMER SHALL READILY ACCESSIBLE. THE 24 -HOUR TIMER SHALL BE CAPABLE GENERAL OF OPERATING THE WHOLE HOUSE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY- !rf .4 CONSUMING APPLIANCES. AT THE TiME OF FINAL INSPECTION, THE AUTOMATIC CONTROL TiMER UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO WASHINGTON STATE ENERGY CODES. SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR AT LEAST 8 HOURS A DAY. A LABEL SHALL INSULATION BAFFLES TO MAINTAIN 1 -1/2" CLEAR SPACE ABOVE iNSULATiON. BE AFFIXED TO THE CONTROL THAT READS "WHOLE ROUE VENTILATION (SEE OPERATING BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. INSTRUCTIONS /'. BAFFLES TO EXTEND 12" ABOVE LOOSE FiLL INSULATION_ s ' M.9ULATE BEHIND BATHTUBS, SHOUTERS, PARTITIONS AND CORNERS. f� i RE � L � � � � FAGS STAPLE BATTS. ' 20 FRICTION FIT FADED BATTS. ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL USE 4 MIL (09 POLYETHYLENE VAPOR BARRIER AT WALLS. 163 USE P'VA PANT WITH A DRY CUP PERM RATING OF ONE (MAX). APPLICABLE PORTIONS OF THE 2003 IRC /IBC CODE. FLUE LINER MINIMUM 5/8w CLAY (OR EQUIVELANT) R -10 iNIS"UILATION UNDER ELECTRIC WATER HEATERS. PER IRC / IBC. FLUE AREA PER 1RC / IBC. CHIf"NEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TKsHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AiR MINIMUM DUCT SIZE OF 6 SQUARE iNC1 -TES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED N THE FRONT PART OF THE FIREBOX. PREFABRICATED FIREPLACES, CHiMNNEYS, AND RELATED C471PONENTS TO BEAR U.L. OR IZB.D. SEAL OF APPROVAL AND TO BE NSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20' MINL N FRONT AND 12" MIN. BEYOND EACH SiDE OF THE FIREPLACE OPEMNIGS. FIREPLACES SHALL BE PROVIDED WiTH TIGHTLY FiTTNG GLASS OR METAL DOORS. TABLE 5 -2 )AENTILATON RATES FOR ALL 6ROUP R OC A PANGWS FO1R STORIES AND L.E5$* MININA-4 NO ru,u04JM VE3MLATION RAT!°5: CUBIC FAT PER lyl'1N,11'E (0" FLOOR 'F=A• F`T'C OR :.ASS M1�Ot � l_.�V6 3 MAX1'4W �,'1.• 4 BEDROOM 5 COLUMNS DOUG FIR / LARCH '2 6 LUMBER NOT NOTED DOUG FIR / LARCH V2 7 50 8 4 :'-C' M MA - N'1r. WAVC. ' Mlk. MAX, !rf .4 MAVF, MA7C MIN. PALAC MIN. MAX. 50 s ' 63 48 w ' 20 45 I4aJ : C 163 '25 188 ; :40 2.0 501 55 83 ; _10 ;OS 85 I2B I00 150 ` 15 ?3 30 1 ¢5 X45 20 CON- ir�C�O 60 40 -7 5 13 40 135 105 +50 20 180 1 '95 203. 150 225 1" -2000 65 W4!� 80 120 43 143 i10 165 25 180 140 .210 1515 235 ?Mi -2 . TC NOS 65 29 ; Gc -.G� i5c , -'S ?? 30 4 5 20 160 240 2'50; - -300x; -1 5 1`:5 a0 ;?5 i- -- i Zi!i ib0 : s 205 E 1150 225 ' 65 2Ab 3001 ! t!C 20 1 _ R3 K3 : 11 0 165 :25 18C! ' 140 2w : 155 233 170 255 3501-403501-4000 -O W '•28 100 . 50. i.5 9�3 30 A5 1 1 26. ibC 240 r75 2" 1 A00 -5000 _ -43 = O 165 125 bag 40 2:0 155 233: :70 255: 185 2 7 6 5C o__6c_ c ' 05 -58 .. :20 50: : 203 ' =5C 225! 65 2A6 ` .60 210 :45 243 600: -'o0 0 ' c i'3 f30 !45 ' 143 2118 60 2 I i'T3 263 140 295 205 _sole .00.-eo ac : 1. !ee 1 40 2;O M5 29=5 -.c 255 ISS ra 1200 300 25 325 600-4000 9'3 05 . 50 22 65 246 18C � O lay 2 ' 210 5 +5 225 93e •7 43 2 e bC 2AC ! '?3 265: 'aC 28'S ; 203 30e . 2O 33C 233 5W • FOR REST AGES ThAT EXC.w 8 D . - PIGREAI SE THE bINIMJM RW%iA T LISTPC FOR a 04%)M5 BY AJ% ADl M01W. 13 GFM Plat Tim A'lAXiIIwW C.FM 115 1150111,44L TO ismesne Miw4im T PLAC7 s z -N6 _•�►� ' -STEM r" 6 AS `� *"i1M six M1�Ot � l_.�V6 !��,�t.M 5 MAX1'4W �,'1.• `oAlx3 ELM ; F.�301�E� 6X BEAMS DOUG FIR / LARCH 4 2 4 ><w COLUMNS DOUG FIR / LARCH '2 Fb 815 PSI LUMBER NOT NOTED DOUG FIR / LARCH V2 j 50 5 Ki+ i 4 :'-C' S :�.C�- 100 -'.�• 3 50 b fti vC "s paT b iNG++ !40 LPA T 1 3 r 4 4 -.^ E fir- "ac _ • - vC S �Cr t 4 ! _ 5 VCi+ 5f0 -C 3 _ hC"E• 1. FOR EACH ADDfT1pN0h&. MJk; 'n =P4*4 L EkSTI-C �. 9 '."E PXT'S Os - 46 VAitWM At Ng FWWq w 'Cp iI'f'''M F^M OP TI't5 0 L T61N vgvmmIPTTVE m"edIRAT® pc4qcw AR 90"1aL.l' Pic," SlZlli ��'!�" _ .� :J"Ms `i'�!� �� '1» v��iJ" ��\ 1:°�,E `�l�lJt�.A� �6'�► �iq�."i.`�' W'� "TR - A156E 5-2 ZLC" D A&&.'"_t a1+C+ O +►�E'Et L' E.31G�rB : 3 �' -mac • �- � � � -c' 3 - h110 0. 'FOR GTR Wp PIE7NEII M S N1 GT vk^? rmt #k z MR �..aloirrs ' 1 MG DINE 70" S VtC• n wyEM 1 gyp+ INF i LTRAT I ON CONTROL 1. EXTERIOR JOINTS AROUND WiNDOW AND DOOR FRAMES, OPDNiN aS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENNGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OMNNGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS NTO UNHEATED SPACES SHALL BE SEALED, CAULKED, GA5KETED 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 PERIMETER W IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT C474SIDERED " FIRE - RATED" AND MUST MEET THE ABOVE REQUiREMENT. 3. ALL EXTERIOR U#NDOW5 544ALL BE DESWsl� ED TO ADMIT AIR INFILTRATION INTO OR FROM T14 BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING: TO STANDARD ASTM E 28313. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE E XEMPT FROM TESTING BUT SHALL BE UTEATHER STRIPPED, CAU UCCED AND MADE TKsHTLY FITTING_ 4. RECESSED LKsHT FIXTURES ARE TO LIMIT AiR LEAKAC WE PER W.SF-C. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CiRCW_ATNG HOT WATER SERVICE 15 REQUIRED TO BE NSULATED PER THE WSE.C. SERVICE WATER PIPNC: SHALL BE INSULATED TO A MINIMUM OF R -3- VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERL"' NSTALLE IN ROOF DECKS, IN ENCLOSED SPACES FORD WHERE CE:L!NCsB ARE APPL!ED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTMOR UA M5ET STAPLEDBATTS SJTH A FERN RATING L.E56 TAM ONE MA BE iN1ST JM IF THE VAPOR BARRIER 15 TO THE UAW SIDE. STAPLES SHA:..r. BE PLA4GES N Crr MORE TWAN 8 OjC:. GAPS BETWEEN T�-E FAGiNiG AND THE FR J`l NG 51-�_ NOT EXCEED U16 A GsROUJVD COVER OF 6 MIL (CAN* 0 ) BLACK OR E= V E:i_AN' BE _AV OVER GiROUbC N A .-. CRAM SPACES. "z66 GIR044 D COVER 5"A_ BE OV£R;AP'SD OBE =00r A- EAG- ,sON' AND 5-.AL_ EXTEND - 0 "" =OLNDA -'ON ;.*A. - -. '-qE NE' OREE Vei -NG AREA =CR A" : Vei A - •ON1 'Aw BE '1300 OF - -E AREA OF - -C VENT _A�..D SPACE "-♦A A VACIOR BAIIW£Q "AVE A °E+e`"' RA - tics � LNG ONE " Oti ' ,..AR'' S DE O= ' N6k►A' 0%L I � GE"\E RA-_ :r►E56 a 50 _5 NvES'GA ON QE'aJ4 5- A _'C Er6E) 5f _5 E��Cs'�� 5 O tOv Dom. "-E cOLJS DA' ON :>E 5 SASIED J A% ASPS-Dl avER.AIGE 50 _ BEAAR�s :SAC 'Y O` 2MV =W �oR =OC' s%A._ 'SEAR :tea.. %:-% sEre GRADE. A.- =00 -c BEAR "N _'ILP'w -NO 5'JIa3ED =_AR -- OF -OUw O Waa% C & JWAICIE a0.5 A_ SAOCTZ ..._ "'A"'R A- 5 w-A _ EE DREG' _ °o F�tsc AAA is r"ws44 sow STRUCTURAL NOTE 5: NOTE: SPECIFIC NOTES ON THE DRWAINGS, AND STRUCTURAL 544EETS PROVIDED BY THE ENGINEER TAKE PRECEDENCE. LIVE LOADS: LATERAL: WIND EXP05URE B, 85 MPH SEISMIC PER ZONE D (15C), PER ZONE 02 (IRC) FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED $OIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST IN 'LACE CONCRETE F'c • 3000 PSI 0 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBiC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94' SACK OF CEMENT. NO S INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE 15 1 -1/2 ". MAXIMUM SLUMP 15 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PROIR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SiLL PLATES TO FOUNDATION WALLS TO BE 5/8" DIAMETER WITH 1" MINIMUM EMBEDMENT INTO CONCRETE AND MAZIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6" OF EACH END OF THE SILL PLATE. ANCHOR BOLTS SHALL BE GALVANIZED. STRUCTURAL T IMBER: ALL GRADES SHALL CONFORM TOWWPA GRADINGs RULES FOR WESTERN LUMBER, LATEST EDiTION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD iN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X STUDS HEM-FIR 'W2 Fb ■ 850 PSi 2X FLOOR t ROOF JOIST HEM FIR '2 Fb = 850 PSI 4X BEAMS DOUG FIR / LARCH 62 Fb 815 PSI 6X BEAMS DOUG FIR / LARCH 4 2 Fb = 850 PSI COLUMNS DOUG FIR / LARCH '2 Fb 815 PSI LUMBER NOT NOTED DOUG FIR / LARCH V2 Fb - 850 PSI M15GELAEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -301. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8" DIAMETER WITH 1" MINUMUM EMBEDMENT INTO CONCRETE, UNLE55 OTHERWISE STATED ON THE FLANS. ALL NAILS SHALL BE COMMON WIRE NAiLS. NAILING SHALL BE INACCORDANCE WiTH THE IBC / iRC SCHEDULE. FLOOR SHEATHING: SHEATHING SWAL BE 3 i4" TONGUE AND GROVE APA RATED SHEATHING. SPAN RATING 48/14 WiTH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6" O.G. AT SUPPORTED PANEL EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WiTH AN APPROVED ADHESIVE. ROOF 5HE ATH f NG: SHEATHING SHALL BE 1/16" APA RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH THE LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4" O:C. AND 10" O.G. AT INTERMEDIATE SUPPORTS. WALL SHEATHiNG: SHEATHING SHALL BE 7/16" APA RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL SEDGES WiTH 8d NAILS AT 4" O.C. AND 10" O.C. AT INTERMEDIAT SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWit- s . PRE-MANUFACTURED iANUFACTURED ROOF TRUSSES: TU55ES SHALL BE PLANT MANUFACTURED OF DOUGLAS FIR / LARCH OR HEM -FIR TRUSS MANUFACTURER SHALL SUIBMiT SHOP DRAWINGS AND CALC41L.ATIONTS STAMPED, SIGNED, AND DATED BY A WASHINGTON STATE LICENSED STRIJCTURAL ENGINEER- SPE CIAL CONDITI T14E CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL D151CREPANCIEB SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING: AS REQUIRED UNTIL PERMANENT CONNECTIONS AND ST 55 HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR. ROOF AND WALLS WITH ALL APPROPIRIIATE DRAWING5. THE CONTRACTOR SHALL COORDNATE WITH THE BUILDING: DEPARTMENT FOR ALL BUILDNGs DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS Si-"N ARE TYPICAL ABD SHALL BE USED FOR LNCE OR SIMILAR CONDITIONS NOT 5WOU AL GENERAL . CODE: ALL RECXIIREErolENNTS OF THE 2003 NTERNATIONAL BUILDING CODE /INTERNATIONAL RESIDENTIAL CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING: C.ONSTMd CTION TYPE: VN OCCUPANCY GRICIUP: R -3 FIRE .OWE: 3 CONTRACTOR ' ' VERIFY ALL 'VOTES, D! OIENSIONS AND CONDITIONS PRIOR TO CON STRVCT:Ok OR Si' -IALi PRlC7V1DE TEMPORARY BRACiNGs AS REQURED U.NTiL ALL PER''ANiENT IGONVECTiONS NAVE BEEN 1 1 T 115 T«aE H'OR'S RE5POh45,1E1L 1 TY TO iDEN - w'✓ A.I. DISCREPANCIES TO THE ARCH AT T•4E IME THEY ARE NOTED. DI' ENSiONtS TAKE ="RECEOE OVER SCALED DIR404GS L A gQAT"" ITC 5:»*A._ C P'* -J'-- '«E APPvaVo2!A`E 5EC'?ON6 .'7 - -4E 2003 'RC i i5c A, :dOOD 1% CONrAC ...• -,,, C - 0 BE c%ES& tE - WA - ED. 8• .". `� 5E %IE&. - ..COD ANV EARTH. t2' C.ZARANCE SE".EEN _OM SE AMS AND EAIr-o. 18' BE'.r=E% X004 .oaWS AND EAPZ - -•. 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BE 0 S% Co CCati1DE 'G =402/OE mlowlc>� 5-111IIIEW VIA" ES 0: 2-MW Ws N lei '00 •S N 'trer� X010 =6 cr► i ftmtA..� 411 cmu%, mo 0 % 14 '' 46 ms rS�Ei1R 'C IhA 2s -1Nt :_ Ca`.rE _iIt"'�►"ED ` �0 !9E & CM FiED .11 E r.A► 2 qEC 9t t' =%jC jo%^ 3 A%o SEMd% DE '' �s �E� - '- , 6 aefl! IrC oC 3 T�4 A 47 D1,WC'S S+A.._ GCJ"'1a�•► �- - '.f 2093 1 1C ' Or, i t �C' .L.A' C7� 'J►��Ar" TOE �'.1Ir,..Ea� *► ..i =- '-E I� ac »rte !•a��"iIM' no Is mmc a w� 11�'AO1►1�'+� �'► Rs��o�rr Aqqo !OW ',M - �"- r.-+. rr,s..y.- - GY...- L �,.'. 4 - - �. •a �... ..f -�. ..y.��!-• - . _> w r.. -.- .. ._ -, -. �. ..�- .r ��.,- s'-' ' i► - w. �� it D05 -OSS Z' M. z Q N 4 u 4 lu N `l 1 so C4 Q cq 1 1 to n cl% �'Il C4 X • 04 h � �X n.. Q.1L r OF TUKWU o Z V05 o w � ✓ � % : 1�1/l0'4 �- - -^ +� .� �.--. �.--. _ �....- _,,� . -.., -- w..-. •_-� .... -, ��...� -... -. •r'1- �W� --. a-. .ter. . . r- _ �-"��. _ �_ _ . _ � �. -�s�'. J..�/f:1i1' 'sl�� ir�'�� t. - �nf.�..n"'"'- w +. ^'!► - .. - - l..e'- .fir.- .�.�.�' +.^ �-- - � � � i :mc X 6 MILT -,P SVRO 1 6ZA55 • - '12' - 0' /-. 2X4 -OR Tft'96 BE"0417 RAP -=Rm OR - BA — 49Lz (Z 2%• - - -- - - - - - - - - - - - - - - - - - - - - - nor` ��,. .� � 1 C " a ?18 f *0 k l ira NN . N op- x r I u- I w d) V cq rr tp M M C0 40% 04 n * r C"VOFTUKWILA FEB 6 K05 MLA04 4.00, 41REv 1= mw-� . %bose-aw-w . ww arlrs smrpgqow no as T* l wqb4w41wrw% � V L - - - _V— SIDING PER 54TT NSUL.AT ON _�ALea ---Ar- 1/2 PAW— w6e5 ELEVATIONS ?Rocr:Ns vAi cmeR TR0555 r --="AT OVVt 5U;L.-Jh.►6 91 P-44% PA PER S SPEATH 46 2X4 STUDS • 16" O.G. R-21 INSULATION m. -H -Ejw A; R-4wAwr,,!! , 11-le 15"' BUILDING iTO - -09P cl-A PAPER 2X6 STUDS • 16" O.C. 5- SLOCK136 T. 0 OF w-A—a, SHEATHING PER PLAN 2X4 PR TR, SILL PLATE W1 2X6 PR. Tft SILL PLATE LU/ -Oka ANCHOR BOLTS PER ENGINEER ANCHOR BOLTS PER ENGINEER I* IS" O.C. •4 X I 1) 04 CONT. 0 TOP 3/4'. T4G PLYWOOD GARAGE SLAB DRIVE 5P-EAA f4tAL c-- CDI_ A,,%, 2X RIM JIST. (CONT. 4" SOLID PIPE R-30 BATT INSUL. TIGHT LINED INDEPENDENT OF 4" CONC. SLAB W/ FOOTING DRAIN 4" GRANULAR FILL 4" CONC. SLAB 0/ 2X FLOOR JETS 7;TWICKEN bx& WIRE MESH ZM BLACK VJ5 lb" O.C. 0/ 4" GRAN FILL (2) 04 CONT. TOP BARS (2) 04 CONT. 0 SOT. TWICKEN SLAB SLAa 12" • DOORS (2) 04 CONT. TOP 5 4. 46. . . .. . I I . L!3 .11! 4 4. *-.120. . . 44 04 VERT. BAR • 16" OjC. W/ 4" We BEND MIL. BLACK VAPOR 12"X6" CONT. FOOTING •4 VERT. BAR • 16 OZ. 04 WOkIZ. BAR • loll O.C. BARRIER LAP 12" W/ 4" We BEND SEAMS AND UP FON. WALL • F 4. 4" M 11 (2) 04 BAR CONT. %J 2 04 CONT. BAR 4" PER FTG. 44 L 41 2 04 CONT. BARS 4 4 L L 2` -6" NOTE: 2'-" MAX. WALL WT. - DRAIN I /I 3 611 3 ONE STORY 411 611 4" TWO STORY GARAGE FOUNDATION DETAIL 1 GARAGE/�OU5E FDN DETAIL � GARAGE ENTRANCE DETAIL � N.Trg. N.TrS. N.T,5. 4Md'" GAINEXOM CONT. HANDRAIL PER IRC R3115ib SIDING PER 1 /2 C-A BALUSTERS TO CONFORM ELEVATIONS TO IRC R312.2 R-21 GATT INSULATION HANDRAIL GRIP SIZE 15• BUILDING 2X BLOCKING PER IRC R3115*3 PAPER 1—'/4" DIA. MIN- HANDRAIL CONT. 2Xfp STUDS 0 16" O.C. 3/4" T 4G PLYWOOD FLOOR JETS. • 161 O.C. FOR FULL LENG,44T OF STAIR SWTG.PER PLAN 2X CONT. RIM ACING BETILEEN INTERMEDIAM 3/4" TAG PLYWOOD GUARDRAIL MEMBERS TO BE SUCH THAT A 4" DIA, SPWERE SHALL NOT PASS THROUGH ANY OPENING 4" SO LID PIPE R-30 BATT INSUL. TIGWT LINED INDEPENDENT OF BEAM PER PLAN 10 MIN. FOOTING DRAIN 7 R-30 BATT INSULATION--\ 36" MIN STAIRWAY WIC;TW PER IRC R3111.1 • 4 CONT. BAR 3/4 PLYWID. GUSSET " POST IMPSON, WUC28 EA. SIDE OF BEAM OR OR EQUAL •4 VERT. BAR • 16" O.C. APPROVED MTL. CAP 1500 BUILDING PAPER 5/8 y 1XI GJIJJB. 0 W/ 4" We BEND (ALT.) ATTACHMENT BETWEEN POST a CONC. (2) LAYERS AT CEILING 94 • 10" O.C. WORM PER PLAN • .4 (1) LAYER AT UJALLS Lj, L (3) 2XI2 STRINGERS FIRE BLOCKING AT MID SPAN L L40 PER FDN PLAN,, NOTE: GREATEST AND LEAST 4m PER FTa x4m so 2 04 CONT. BARS TREAD • RISER SHALL NOT VARY ORAN MORE THAN 4621 2X4 TRUST BLOCK PE8 IRC R31153J -1 831153.2 5FREAD FOOTING DETAIL STAIR SECTION �J DETAIL I �' FOUNDATION * DTL. �T�. w%mim pm't 64WPOS4 6TAR FLA'7' CEILING 4 EAVE We- - am"mm. - w w-- - -w - —Am-- -1101 Wmmw --Nw- m — 3. 54TT NSUL.AT ON _�ALea rt/ &a ",11.5 • 4" O.G. PER F 14 PAW— w6e5 ?Rocr:Ns vAi cmeR TR0555 r --="AT OVVt 5U;L.-Jh.►6 91 P-44% PA PER S SPEATH 46 m. -H -Ejw A; R-4wAwr,,!! , 11-le vVm 2x 5�,K :No iTO - -09P cl-A 5- SLOCK136 T. 0 OF w-A—a, -Oka 4 PER FLAN R S�5 W-0 '44 Powm S-e^'7-*N& PER P-A'A% 5P-EAA f4tAL c-- CDI_ A,,%, FLA'7' CEILING 4 EAVE We- - am"mm. - w w-- - -w - —Am-- -1101 Wmmw --Nw- m — 3. �ml i i � t I I i i I I � i I � I � f i 11 TJI 16" cum A" V16a V.M (SLAM I TYPJ ! I " MM Id' mow al* MM On OELOW EM'8► '/2 ' i I l� � � I I ; I I F F 7 L -J L l-J i I f I LiI =r i I I F .7 I E I L--i I I I II � 1 I I i I I I � I i I 4 00M., BLAM a ML VAPOR 0/4N C+Of"�AGT� I I j P&L ' i I I I � I I i 4V X 4W X O ccw... FM av (� (6) 04 EA. WAY I , _ 1 I 1 RAZE on WALL TO dW Aa eLAls Ell 4i& VC61 FdNDA,TION YOM ! TO BE LOCATED j WIT4fN Y -0' OF GOMErmb I II i II � II L �, -b,l I. l 3' -b" 4' -0 1/2 I ;' 3/ " _ F -01, F, FF L 7 I L, I to 244 X X 1' i --� COW.-"a Nw • w ""y { I I I I a � #I I 1 jl I � ! I I I I116' TA 4100 16' O.C. I I i I I 20 I I ! I t _ I_ 14' 9 F o � L- .n� Z ' iTi TION VENT f T1 AL) 0 13 UNCGR -FLOOR AMEA . bg* Ga FT. NET FLEE I way. be 8" NET I x 144 •1164 bQ I /Ga FT. NET I'PIE E "EG'D. PWXMDE I ba FT. MR " bQ FT. of urDER FLOOR AMEA. COVER VENTS WITH V4' COI!! W61ON M6I6TANT WIRE ME&L LOCATE VS" Ab CLOGS TO COIF— Ab PRACTICAL.. MWICIENT VENT AREA . 12A Ga IK Ga K NET IglEE 1164 x �d V AREA "M.0 � ENT IlEOV. CRAWL. VENTILATI CALCULATION 95MLAMMES SOM r ' ti N ': �.v z 4 LL Q U1 0 r ` Jo - - - - tkvl A I I i i I " I i SCALE: '/4 = I *moo eo r5Q( Zw t :4""- �- .- Z-VQDbaa. a .c a• -07 - --M I A%a 40 --406 je --q A.. - -OW ZA o• mac- -tom.- .:4qr%m& o� 1) IN TJI 20 ! 1b" OTC. TYPICAL, LNLESS NOTED OTHERWISE 2) 4 X 10 OF 0 2 BEAM TYPICAL LNLESS ISE 3) 4 X & POST UJ/ AC CAP TOPS AND A35 o SASE (BOTH SIDES) 4) 24' X 24" X 12' FOOTING lW (3) 0 4 BARS EA. WAY UNLESS NOTED OTHERWISE 5) PR0VIDE 1/20 MIK AIRSPACE of GI AND R40. WALL -,� tz CF- Olt MOVES 1/2' MK A WACE 0 1 BED 806 OF GA�ERb • MMDATION U&ALIL CTYPJ 0' x W ' om F< ADA MIN VINT5 EQUALLY ��r�,� SPACM AT FM UALL NOTES � I I AL.I_ fOOTNGIS ARE TO BEAR ON FlIRM, LNDISTILI IRKED NATIVE famwwr SAM MEN" Ills TJI 21" *6 OjG I I I f I I I ALL TMMM IN CONTACT WITH TO BE PRE SS TREATED I ALL BEAMS AND 14EA0ER5 TO BE 4X10 +2 14F. O1/ER 4X4 POSTS I FC MATM %4W � I EACW WAY UNLESS i. 4. ALL PATS ARE TO BE AN T LATERAL T TO DE -- - TED um woomMM&MOM F45 POST BASE AMC> PC POST CAP UNLESS NOTM S. E SOLID F.�LL AT ALL POINT LOADS FROM Al'NDVE. I� I � $- M! wM 3'-w OF ON I i I I FLOOR ,JOISTS WN S 4145 OVER IO'Ar OR PER .JOIST PER ,JOIST 1"Ir�I�irF �. OR OT14ER a MEAND OF LATEPAL \24 X 36 X O NOTE coma PM W 04 . W EA. UAY No" IW COL b'1tii9b F o � L- .n� Z ' iTi TION VENT f T1 AL) 0 13 UNCGR -FLOOR AMEA . bg* Ga FT. NET FLEE I way. be 8" NET I x 144 •1164 bQ I /Ga FT. NET I'PIE E "EG'D. PWXMDE I ba FT. MR " bQ FT. of urDER FLOOR AMEA. COVER VENTS WITH V4' COI!! W61ON M6I6TANT WIRE ME&L LOCATE VS" Ab CLOGS TO COIF— Ab PRACTICAL.. MWICIENT VENT AREA . 12A Ga IK Ga K NET IglEE 1164 x �d V AREA "M.0 � ENT IlEOV. CRAWL. VENTILATI CALCULATION 95MLAMMES SOM r ' ti N ': �.v z 4 LL Q U1 0 r ` Jo - - - - tkvl A I I i i I " I i SCALE: '/4 = I *moo eo r5Q( Zw t :4""- �- .- Z-VQDbaa. a .c a• -07 - --M I A%a 40 --406 je --q A.. - -OW ZA o• mac- -tom.- .:4qr%m& o� 1) IN TJI 20 ! 1b" OTC. TYPICAL, LNLESS NOTED OTHERWISE 2) 4 X 10 OF 0 2 BEAM TYPICAL LNLESS ISE 3) 4 X & POST UJ/ AC CAP TOPS AND A35 o SASE (BOTH SIDES) 4) 24' X 24" X 12' FOOTING lW (3) 0 4 BARS EA. WAY UNLESS NOTED OTHERWISE 5) PR0VIDE 1/20 MIK AIRSPACE of GI AND R40. WALL -,� tz CF- Olt "'.■�... -+.� .. r.-•y� -1. -.. ... �.n�.- .■/■I�• ►-�r.l�++ - ,�.■�-w►r -l.'w "■� ►_.. �.� ..- , .��.� r -.. -.■. - any ..-��. .. r..�.. .�..■� �-..r .- +..- .-. - .. ++r. .��-- �r.�r�.-- '+ +w�� '+w� �., ..n�� -. ._ �.. +► .-.. �.. .. +..a+ .■+�.- . - -.�. � .. ...-.- r . -.__.� .. �■...L- -,... .-. � .r.. .- -. �- s. -.-�f� -.■r -�- ter. -�- .� .-. . -. — � �..�..�___.�- ��.. -� -. .�.� �, -. -.. -.� �...� � -- - fir.... ..r.s• �� E 0 r� c� *Q inn �Q CfrYOFTUKWLA FEB F-ZsT cerrep JOB NO: s�R2 DATE: MIA04 D RUJN. BY -. JNP REVISE=: 2/11106 _ - ..- �- .w.+..�.�. _w�.- �...- ..- _... -_�. -. .-.-- -- �-.•�r -. �-- `r.s.e.+..__- ww..■+.� - ....r- �.�- .+r..... _.. .. �a�✓^.� • +r. , •r,�.s.- ��_ -.+�.. __ -�-�- '^-�� lb 14 MOVES 1/2' MK A WACE 0 1 BED 806 OF GA�ERb • MMDATION U&ALIL CTYPJ 0' x W ' om F< ADA MIN VINT5 EQUALLY ��r�,� SPACM AT FM UALL NOTES COVER av V copolosim I. AL.I_ fOOTNGIS ARE TO BEAR ON FlIRM, LNDISTILI IRKED NATIVE famwwr SAM MEN" SOILS. V13RIFY Al I IE SOILS BEARMs CAPACITY TO BE 2~ PSF PER ON SITE SOIL CGRVDITIONS. 2. ALL TMMM IN CONTACT WITH TO BE PRE SS TREATED 3. ALL BEAMS AND 14EA0ER5 TO BE 4X10 +2 14F. O1/ER 4X4 POSTS OVER 24' 850MASE X 12" TI. M I E PAM'S WITH (2) 0 4 ELARS EACW WAY UNLESS i. 4. ALL PATS ARE TO BE AN T LATERAL T um woomMM&MOM F45 POST BASE AMC> PC POST CAP UNLESS NOTM S. E SOLID F.�LL AT ALL POINT LOADS FROM Al'NDVE. 16. am MROV10E SOLID MOCKWa OR 0 00 GM AT M1D SPAN OF ALL FLOOR ,JOISTS WN S 4145 OVER IO'Ar OR PER .JOIST PER ,JOIST 1"Ir�I�irF �. OR OT14ER a MEAND OF LATEPAL AT ALL JOIST a �OCAT� NOTE CER HAVE 3* AIR our• R SPACE CH TOM 69)M AND e� ECT. mss. 2 0.x) « "'.■�... -+.� .. r.-•y� -1. -.. ... �.n�.- .■/■I�• ►-�r.l�++ - ,�.■�-w►r -l.'w "■� ►_.. �.� ..- , .��.� r -.. -.■. - any ..-��. .. r..�.. .�..■� �-..r .- +..- .-. - .. ++r. .��-- �r.�r�.-- '+ +w�� '+w� �., ..n�� -. ._ �.. +► .-.. �.. .. +..a+ .■+�.- . - -.�. � .. ...-.- r . -.__.� .. �■...L- -,... .-. � .r.. .- -. �- s. -.-�f� -.■r -�- ter. -�- .� .-. . -. — � �..�..�___.�- ��.. -� -. .�.� �, -. -.. -.� �...� � -- - fir.... ..r.s• �� E 0 r� c� *Q inn �Q CfrYOFTUKWLA FEB F-ZsT cerrep JOB NO: s�R2 DATE: MIA04 D RUJN. BY -. JNP REVISE=: 2/11106 _ - ..- �- .w.+..�.�. _w�.- �...- ..- _... -_�. -. .-.-- -- �-.•�r -. �-- `r.s.e.+..__- ww..■+.� - ....r- �.�- .+r..... _.. .. �a�✓^.� • +r. , •r,�.s.- ��_ -.+�.. __ -�-�- '^-�� lb 14 I 3 A 4 SQUARE FOOTAGE SUMMAR GARAGE COVERED PORCH i Pi u Reoove rte( `w » eappOIR Q %� ow-mm r�� m p 'w @ww pvw oft PASSAGE W •2 "x82 1/2 " R1 - HEAT REG I STER 2 -1/2 " X 12 -1/4 " BIFOLDS (SGL) W•I 114" x81 3/4" R2 - HEAT REGISTER 4 .1/4" X 12 - 1/4" BIFOLOS (DBL) W•1 "x81 3/4" R3 - HEAT REGISTER 2 -1/2" X I0 - 1/4" MIRROR d)IF W.1 "xbl 3/4" R4 - NEAT REGISTER 4 - 1/4" X 10 - 1/4" BIPASS W(NET�c82 3/4" RS - HEAT REGISTER 4 -1/4" X 14 -1/4" MIFORM B/P W(NET)xbl 3/4" HEAT REGISTERS TO BE PER PLAN. LOCATE POC.ICET Wx2.2 "x93 1/211 APPROX. AS SHOIIN: 6' IN FROM EXTERIOR CUTOUTS: WALLS 4 3" IN FROM INTERIOR WALLS. DRYER 4 1/2"x4 1/2" RANGE 11/2 "xl 1/2" TI - TOWEL BAR • 4' -0" ABV. FINISH FLOOR OR 3 1/2 "x10 1/2" T2 - TOWEL BAR • 4' -6" ABV. FINISH FLOOR RIFY W/ HOOD RQMNT'S. T3 - TOWEL RING 0 4' -b" ABV. FINISH FLOOR STP - SURFACE TOILET PAPER HOLDER RTP - RECESSED TOILET PAPER HOLDER RAC - 30 -1/2" X 14 -1/2" RETURN AIR • 1 -1/2" BELOW CEILING OR RAF 1 -1/2" OFF SUB FLOOR MC - 14" X 24" R.O. (TYP.) MEDICINE CABINET R.O. 5G44EIDULE/FLAN LE GEND W � ommoom +a , 18 "44" CRAWL SPACE ACCESS 0 WEATHERSTRIP 4 INSULATE TO LEVEL EQUAL TO SUROUNDING SURFACES. 5/8 TYPE "X" G.W.5. OVER ALL 2 WARM WALLS 4 SECOND FLOOR FR'1'G 4 SUPPORT MEMBERS (2) LAYERS OVER TJI'S PILOTS 4 BURNERS OR HEATING ELEMENTS t SWITCHES TO BE AT 3 LEAST 18" ABOVE FLOOR MIN. 6" DIA. FRESH AIR DUCT TO CONNECT TO RETURN AIR PLNUM DIRECT VENT FIREPLACE 4 INSTALL PER MANUFACTURERS SPECIFICATIONS ( �) WJP- G.W.B 0 TUB t SHOuER SURROUND TO b' ABOVE DRAIN NOTES I. ALL BEAMS AND WEADERS TO BE 4X8 �* UNLESS NOTED OTWERWISE 2. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE. 3. PROVIDE SOLID BLOCKING OR BRIDGING AT MID SPAN OF ALL FLOOR JOISTS WITW SPANS GREATER THAN 10' -0" OR PER JOIST SPECIFICATIONS PER JOIST MANUFACTURER. 4. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS. 5. Q DENOTES SNEARWALL CALLOUT PER SHEARW,4LL TABLE. b. ALL HEADERS TO HAVE (l) 2X BFARINCs STUD AND CIS 2X fCINCs STUD A EACH END UNLESS NOTED OTHERWISE. ILL OF 5TAIR ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303b, R3115.1 ALL EXTERIOR AND INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE (NOT LESS THAN 1 FOOTCANDLE) THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING- EXTERIOR STAIRWAYS SHALL BE PROVIDED WITHA LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWA EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING PROVIDED AN ARTIFICIAL LIGHT SOURCE LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. LIGHT ACTIVATION: THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACCESSIBLE FROM THE TOP AND BOTTOM OF EACH STAIR WITHOUT TRAVELLING ANY STEP OF THE STAIR THE ILLUMINATION OF EXTERIOR STAIRS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. EXCEPTION: LIGHTS WHICH ARE CONTINUALLY ILLUMINATED OR AUTOMATICALLY ACTIVATED. R303.6, R3115, 8315 s -ro R±,, , � i ` � 4• '7a. 2 -" z Q vi n- ) 4 4 w N a \1 1 �Ar 1 Q i J J'� t 1 n! ✓� N rr t� 1 N � X -� n n Q � IL IL i CRY OF A b !�!. jmp R ✓ �= "` 2111106 ."fir.- ...�_�'� sr�,. =+- 1iw�- + r..- �..w+++- ...w..ti.�.-- r - -+..� � w. •��•r - �sy. -- .c+s. - �.- .. _ .+- w�.�.+- ,• �� - .. _,.,_„ _.._.�.•.. --+� .-� -.-. -_ - '�'�- ^•+- �- .�.-- w- .._�.. .... -.-. w..- -.- �. .__ - ,,.�. -., - + 3 r-IAiN FLOOR 12 ro 5Q. FT. JPPER FLOOR li&4 5Q. FT. TOTAL. 2380 5Q. FT. NOW ! iaw■ow no Wftrw dwrlm sit DXV P DAR ..►r - rr Im - s•.t. r : r. - - • . ar - -- --- - . - --- - - 4 6 E I I I f i I I I I I I I I I i '�'* �1141- IN w • A� Y. V a z Q N OTES I. ALL BEAMS AND HEADERS TO BE 4X8 HM UNLESS NOTED OTHERWISE 2. PROVIDE SOLID BLOCKING AT ALL POINT LOADS FROM ABOVE. 3. PROVIDE SOLID BLOCKING OR BRIDGING AT MID SPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0" OR PER JOIST SPECIFICATIONS PER JOIST MANUFACTURER. 4. PROVIDE BLOCKING OR OTHER APPROVED MEANS OF LATERAL SUPPORT AT ALL JOIST BEARING LOCATIONS. 5. V DENOTES SHEARWALL CALLOUT PER SHEARWALL CABLE. 6. ALL HEADERS TO HAVE (1) 2X BEARING STUD AND (1) 2X KING STUD AT EACH END UNLESS NOTED OTHERWISE. �,r r j .ar IJ Q 4 w N V ►I 0 1 � 0 n r r 1 1p n! lb to N C4 ON X , Off% n Q PECENM CPMY OF TUKWLA F E B ' n 4 PE riM' CENTER , am :�c..,l\- =,.,: jea - - .y�� vim- v,w --�- �.� - -++. ...�- �.�. --.�.. -..._ - .- ..��... .�.- . -��- �. �..�.. �... -_�. _v - • - v � - �.- +..-rte - .► +�..�r.• �w.��.�. .. ...�..�.�+�.- �w�..w- ..- ��^+^��. �.: s��•.r s lop 6EX -e" 'l" a i' do.LA E GVM 'C EQwl CE.. NG 0 t V486 LA" Ck w r l � 0486&I►`0014 'SPOL. AGE — C L VOl SPICE. '%0, a SmC% E Q '0 i Agxp+rE :pi IJ Q 4 w N V ►I 0 1 � 0 n r r 1 1p n! lb to N C4 ON X , Off% n Q PECENM CPMY OF TUKWLA F E B ' n 4 PE riM' CENTER , am :�c..,l\- =,.,: jea - - .y�� vim- v,w --�- �.� - -++. ...�- �.�. --.�.. -..._ - .- ..��... .�.- . -��- �. �..�.. �... -_�. _v - • - v � - �.- +..-rte - .► +�..�r.• �w.��.�. .. ...�..�.�+�.- �w�..w- ..- ��^+^��. �.: s��•.r s lop - S"A_L CARRY !* STAMP 5Oi•.�RC,.- =EC ` ' � V'EN� ._�+' ON RE .�,c,,. R��' BE � NS`A.LEJ 4 BRACED TO "'IAN�:FACTURERS 5PEC';;'CAT.ON5 _AuNDRY R00 AN0 c'OWDER ROOM' FANS - O BE 50 NOT BE F E D AL. "ERED ^EPARr"EN" K 'C - ,EN _x.4Au5' FANS '0 ARPRGVA�_ OF ENG!NEER!NC: - Ex�+A,,S' r S -A-- BE FL RATEG A" 25 wG STAT C PQE55,.RE -SEAL_ �,AVE DES;GN DETAILS 4 DRAWINGS ON SITE FOR FRAPl NG NSPEC "ON MOTE CJ i i V L 1i ALL =LR JSTS 'C BE TJ! FLOOR SYSTEMM, REFER TO i`OFG. LA`'OUT FOR ALL FRAMING DETA!L.5 AND BLOCKING. REVIEW MFG. LAYOUT PRIOR TO FRAMING_ OR ALL FLR J575 AND RFTRS TO BE '2 �4EM -FIR. DOUBLE UNDER BEARING PARTITIONS_ PROVIDE SOLID BLOCKING OVER BEARING= MEMBERS. 2) ALL EXT. DR 4 WND 44DRS. TO BE 4x10 DF (UNO) 3) ALL PRE - MANUFACTURED TRUSSES TO BE ID= NT!FI BY 1•"1'rG'5 STAMP. 4) FACTOR`!' BLT FRP'..0 4 C�41"INEY TO BE JL LABELED INSTALL '=ER i'TNr* 5P =_C5 0 /51DE C.MBSTN A;R REQ'D (^":!N 6 5Q i`) DL:C'E.'. TO F /BOX LU/ OPERABLE O /SIDE DAMPER, 7IGi4TLY FITT'G F LUE DAMPER, AND T!Gx� T FiTT!NG GLASS OR METAL. DOORS OR FLUE DRAFT INDUGT;O►N FAIN` 5) Ll "!T S+OWER FLOW TO 25 GALLON/",!SL 6) I~;;t:.T. TO BE LABELED PER AS"FRAE STD. 'NO. 90A - 80, AND l ;,4E REQMN'S. °ER iW NAT!ONAL APPL !ANCE ENERrsY CONSERVATION AG - . - ) ; : URN AND *-ter. TANG_ ' BURNERS, •,E:AT NG __E^"E'NTS. AND Sw:TC -+ES TO BE A M11N. OF 18" ABOVE F!NiSi~+ED FLOOR 8) ALL iR.C_ SE CTION R308b 9) ALL 5 D ELITES, SL DING GLASS DOORS AND ';;B /S+- ►Chi =R ENG_"^.5,.RE5 - C COMPL w RC 8308.4 i01/' -EAT REG S - ERS 'O B= PER LEGEND = LOCATE Ag:lOx ""A - = " AS =R0'" EXTERIOR ;:;A;`,.5. 3 :N PRO` 'N ER OR ."AL_5. �.) VEN DR`'ER. OVE\IRANGE 4 Ex- ;A4.5" =A \5 - 0 0/5-DE. DR"ER Ex--- 5+ -•ALA \C' EXCEED A OTA_ COMB ---0R Z AND V'ER'_% - - O= '4 -0 . \ 2 9001. E_BO;..S. 2'-0 = OR EA. wo. E_ 5 ., EXCED NG 2. SEE DQ D::G_ D'L =O A`'. SOi:.T� 5. A,_" EX-.A,.,5 DuG'S \5_-:) o"A%. OF R -di '2; ,4-- - O G'J�'"F'L" ..:''+» RG - AB--= 86023.' C). JN-E55 SAC'= .-_D B" E'NG NEE4 ,.&A__5 - C --AVE R5 !s"a 5 A\D A Sr'00 -ARD a.WACE _O A `•''N `''.:' --E G--' 0= - 0 ABOVE :)RA \ \ - ^~ 4i 1 °ROV DE �v" .^..E�C�4 \ CJI'" a`CE ..:'� -- �R.� R3'3.' AN%=D R3'3.2 A__ &%"r< i ...�3A BACK.,.=_ DE C' __ �.�' OIhD A\ A. 3_E R~iC7''S. ..:/ WA_ 5 - E\E4S 2= E O\ b: 5` A_ C C.-•�•5'C = _�.JR .rc4'-- / E A RS -R - / O � _ p ^' A R _E A Ex OR .1 \ - 5 ARO..N ; ••.`. \ ✓ ✓..r 1' ►\� :: �►� `fii 5 - �..� .. A-_ R ✓ .rr t./ +! A y . /- -_ = A\ O 5 A .. .- -v -� �..� ✓�.i - - -ROL.+G-- ...oG__5 =_%RS A!i ROCIP5, A_ C OC^4G 5 \ B_ D T _O==. .'..5 5 8 % =00" N415 _c 5w= �+ - 0 _ 'R"' ..\: 5 �3c:. \ /= S +� O �� _ �•.� 7 = RE S - O = 7 J- .`.► --. eE �♦ -, J -✓ .�..w 0 A_ _ � `...�_ 1 's J _ r - � - :./'�. mot H� � ✓ � tea/ _.s _ ,--- E ..o" . a -- = mw ANCsE'- DF 9 1 rmT TIT. Ex ,"A,,S D,.C SSA.._ -BE � N -0 R -4 'N JN CON D T O NED SPACE - EQU:pPED TM A BACKDRAFT DAf"'PER - 'ERM'NA'E Oa'5,DE T ,4E 5j. _ ✓'NG , 1Ap.Dmzxmcb Wow 6 ~ � �� 1 A Ilk �4,4TGI41NCs DENOTES 2x OvERFRA'" 11 G OvERFRAI" Z ING SPANS 1. 1x8 o4F"2 RAFTERS 1111124" O.G. - 10' -11" MAXIMUM JNBRACED SPAN 1x10 NF RIDGE BEAM - 8' -0" i'lAXIMUM UNBRACED SPAN 2x10 +* FLAT VALLEY LAID DIAGONALLY ACROSS TRUSSES 2. 2xb WM RAFTERS 024" O.C. - 8' -3' MAXMMJM UNBRACED SPAN 2x8 ►-* RIDGE BEAM - 7' -0" MAX JNBRACED SPAN 2x8 4* 0 2 FLAT VALL LAID DIAGONALLY ACROSS 7RU55E5 3.2x4 NF RAFTERS *24" O.C. - 8' -0" MAXIMUM uNBRACED SPAN 2x6 HF RIDGE BEAM - 5' -6" MAXIMUM UNBRACED SPAN 2x6 HF FLAT VALLEY LAID DIAGONALLY ACRO55 TRUSSES FAN CFM r"AX F-EX DIA. "Ax FT ' S"007 04 => A. "Ax 50 4" 15 4 - 0 50 5 ° 0 5 100 50 6 OVER !00 6" OVER 00 80 4" NOT ALLOWED 4 20 80 5" 15 5" '00 80 b" 90 b" OVER '00 100 5" NOT ALLOWED 5" 50 100 b" 45 6" OVER '00 125 6 ±5 6 OVER '00 115 T' `70 -'.' OVER '0,z UU�401._E HOUSE vENT'L -AVON REQu!REr""_N"'S: A 6" DiAr"ETER FRES" A!R IN�_ 5+ -+4LL BE DUCTED FROM! 'NE EX' TO THE ' A R RETURN PLENLIM. T�4E FRES,4 AIR DUCT 5+ -+ALL BE PROTECTED FROM 7,4E EtiTR"' OF !NSEC'S, LEAVES, OR OVER DEBRIS AND LOCATED 50 AS NOT TO TAKE AIR FROt"': - HAZARDOUS OR UNSANITAR`! LOCATIONS. - WHERE !T WILL ='ICK UP OBJECTIONABLE ODORS, F'JMES OR FL'"11".5L. VPRS. - A ROOPO OR SPACE HAVING FJEL BURNING APPLIANCES T"ERIN. - ATTIC, CRA..1L SPACE, OR GARAGE. - CLOSER THAN '0' FROI• -1 AN APPLNC OR PLMBG VENT OUTLET, LiNLE55 T•-+E DUCT VENT OUTLET 15 AT LEAST 3' ABOVE THE FRES44 AIR INLET. -DUCT S"AL; BE INSLT'D TO R -4 W;4EN PASSING T14ROUG" A COND'D SPACE. !NLET DJCT 5+4ALL BE EQUIPPED WITo4 A MOTORIZED DT"►PR TL-AY WILL OPEN Wa-1E1N THE VNTLT'N FAN RELAY 15 ACTIVATED, AND REMAIN CLOSED AT ALL OVER TIMES. IN ADDTN TO TH 'MOTORIZED D1"iPR, A MANUAL DMPR SET TO .35 -5 AIR CHANGES PER SOUR 15 AL50 REQUIRED. A WHOLE +4OUSE EXHAi;ST FAN SMALL BE LC !N TH CEILING. SIZE PER TAE CALCS BELOW. T,4E AIR INTAKE DUCT DMFR SHALL BE SET W /!N 7 4i5 RNG MINIMUM SIZE - (COND. S.F. 4036 X AVG. }.}T_ 8.6' X.35) / (60)- 203 CF"" MAXIMUM SIZE= (CONE). 5F. 4036 X AVG. 3 8b' x50) / (60)= 290 CFT EX"AUST FANS "US' BE FLOW RATED AT 25 W.G. AND MAX. 1.5 50NE RATING. READILY ACC555LE 24 "R CLCK TMR OR DES- +Urw''IDISTAT 4 RELAY 5�4ALL BE INSTLL'D AND WiRED TO REGULATE T�4E FURN FAN, RELAY AND W+4OLE "OUSE EXI4AUST FAN. INTERIOR DOORS 5-4ALL BE INSTLL'D 50 AS NOT TO IMPEDE T"E f'"1Vr"1Nt OF FRESH AIR TO ALL "ABITABLE ROOMS. VNTLTN SYSTEM "'!UST BE PERFORMANCE TESTED JUST PRIOR TO `-iE FINAL INSPECTION B Y TLiE INSTALLER OR A QLF*D TL41RD PARTY. 'r"E !NLET DUCT 5i -IALL BE LABS -ED WITt4 T"E ACTUAL CFMS MSR'D 4 A LE'TER OF Ci"!PLNC SMALL BE AVAILABLE ON SITE FOR THE INSPCTR BEFORE A CERT OF OCCUPANC`r :UI_L BE ISSUED. Y�1Tl 7N/ NDOOR AIR Q! N.. E .. =_ . �_ r ^_ . •-•. -•- -i•• ,� �>/; =_" �� Cam." \�,. -`^ r " _�`" rL.� V \/ V V .AI , � V �'. •y\ V V � w r. � �....r�� V V �/ \ -~ � � ••I \/ V : V ~, �� _I ~ �I �'� ✓ `v V/ W_-� p. 4a.:6 if "". 0 1 00, - W� _,8:6 -ft V .Or- �V V VII � � I %►.Ww �r V V ow �►R, -,. _ �. _ - ....r._ .�„� .- _.ter - •- - - � w�+�. :.-. --.�•, -...,. .....r++� -.w., ,. �' ar. .. ..-� -..► �- .-.. • -� .. - .. .- ...-.- -.-._ z Q OL n_ Q 4 Lu N R 4 . w 1 e r b� 2-6 , 'm CffYOF F EB ' 6 2'0 ✓ r .- ✓ ��,� imp �• -. �. ��- --.-.- -.-. �•�..�- .r._•.�r� +- �.��+�•��- �..s...- w�.�,..+- � .w ..- w.� -.. w.r �.r..- rr ^�- +..�..�.+w�.... -, __.�. ...•w.•�. �1► �.n- �►- _�...�..y,�.- .�..�y I` I 1 ex"mcm � cow wk l 1 ..�.... -__•� �s -.fir.# w.►wM�. �..>A,! . rl.�.- ��A - Y _��,!• ��.. �,,._ � -. �.► -- ...- _w �tw- � � -++r -• 1" Ri S 5 I O `;= 5 -S+ -+ALL CARR`' "'1A'NUFAC'wRER5 5'A1"1 - 5«»A -L BE 'NS'ALLED 4 BRACED TO r"'ANUFAG'URERS SfOECiF!CA' ONS -w L_ NOT BE F ELD AL'ERED PR Bu'LD NG DEF'AR'".ENT APj°ROVA" OF ENG'NEER�NCs CALG,:LAT ONS -S+ -+ALL •-iAVE DES GN DETA s DRAW, NGS ON SITE FOR FRAr -"k4G NSPEGT.ON HAtCN RENO "E 2x OVERFRAr i!NG j # - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i OVERFRX N3 5P AN 5 1. 2x8 H4M RAFT 024" Q.C. - 10' -11" MAXIMUM UNBRACED SPAN 2x!04- RIDGE BEAM - 8' -0" MAXIMU'1 UNBRACED SPAN 2x10 I-IF FLAT VALLEY LAID DIAGONALLY AGR.05S TRUS5E5 2. 2x6 N1F•2 RAFTERS •24" O.G. - 8' -3° MAXIMUM UNBRAGED SPAN 2x8 *� RIDGE BEAK? - -a° MAXIMLT" LNBRACED SPAN 2x8 +* FLAT VALLEY LAID DiAGONALLY ACROSS TRUSSES 3, 2x4 HF RAFTERS @24" O.G. - 8' -0" MAXIMUM UNBRAGED SPAN 2x6 a* 0 2 RIDGE BEAM - 5' -6" MAXIMUM LLN5RACED SPAN 2x6 ►4F•2 FLAT VALLEY LAID DIAGONALLY ACROSS TRUSSES I -1 Z.55 -:5 « ✓ BE = � \� _'� \.. --R_E / .. � •• � �` _ G - I �' � 1,"� Cr- '- = �'Q. - ".►�.r -�. ARE �'[ .-L\7, 5 5E �.I h��.` -r = ER may n+v .. .�i v ` .rr ✓NS, =0 ^ ./�~r �v "+� 5 ` ...►n+ �a Z F q '� — .,Q-A. NIG Q.=- E. c3e OR rr iN� q■ • III ift-- , • $m � �&A ....� -._ �.... ,� .. - � � -_-... - �....� .� - -.�, �, ,�,�..,_. _ - ... -�... _ - -.► -e.- -_- .._ «.. -�..� ..-. - .v - �+•� - �..� �� - . - -w --..� -� _ - .r --.- — as .r - - --+^.- .. r r- -- �. .. ,,.r ._ � � i.w --.� .. ..-.� _- _ Y Y / Y V �I -- • ir./ V Iti 1 ~� r \ Y\� �t ✓ I -- L look 3 : x %4j, ' < _ � NCs � =—..1- = N....� E " \ `— �I M� �� 5E : A —oc— V 11 �'C.I � a q CE I R -lqr�s MCI BE • '0 VEN'- REQ D ; 225 = 4.085F NE" FREE 0 50% B" vEN' ABOVE E ,4 VE 4 08 x 5 • 2.0 SF AF - ROOF ,,AC< `'E -D5 50 +�� NE' FREE OR 35 5F ' OP .,AC <S RE D _' VEN'5 OR ;'2 ) YEWS 35 MOORE GABLE END VE-N! PROV.DE::o ( iF 4PPL (2 :18 D'A -509 N =3.53 5F GABLE END VEN 15% EFF;C =ENT 3.53 5F x.'15= 2b55F • QTA6 yENTI A� T;a PRO I ROOF JAG <S-- (2 ) x 50 iN 7 SF SAVE VENTS i 138 SF GABLE END VENTS 2.65 SF 4.73 S= PROVIDED > 4.085E REQu'RED l.� =; R R O O ;-- Y E S "'. G A L C L 1 ''OT "- FROY;DE VENN 5' 0` f " z3,4, • TOTAL VENT. REQ'D. 909 = 3.03 5F NET FREE 300 50% BY VENT. ABOVE EAVE3.03x .5 =152 SF. • TOTAL VENTILATION PROVIDED: AF -50 ROOF JAC< YEIL.DS 50 IN NET FREE OR .35 SF • OF JAG <S REQ'D. 1.52 VENTS OR (5 ) VENTS 35 EAVE VENTLTN (STANDARD) 124 LIN. FEET x 33 IN /LF = 409 IN =2.84 SF ROOF JAG <5= (5 ) x 50 IN = 114 5F EAVE VENTS 2.84 SF 4.58 Sr- PS OVIDED > 3.03 SF REQUIRED I L- ROOD Y EI ' 7. NO " E: ROVIDE VENT 5L 0C<NG EVER- 5,4"'K, G!RDER. TRUSS 0 N ' P N� TR.:55 5!t 'Fl t• -+A29 DR EG L.A�- wL LIN j # - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i OVERFRX N3 5P AN 5 1. 2x8 H4M RAFT 024" Q.C. - 10' -11" MAXIMUM UNBRACED SPAN 2x!04- RIDGE BEAM - 8' -0" MAXIMU'1 UNBRACED SPAN 2x10 I-IF FLAT VALLEY LAID DIAGONALLY AGR.05S TRUS5E5 2. 2x6 N1F•2 RAFTERS •24" O.G. - 8' -3° MAXIMUM UNBRAGED SPAN 2x8 *� RIDGE BEAK? - -a° MAXIMLT" LNBRACED SPAN 2x8 +* FLAT VALLEY LAID DiAGONALLY ACROSS TRUSSES 3, 2x4 HF RAFTERS @24" O.G. - 8' -0" MAXIMUM UNBRAGED SPAN 2x6 a* 0 2 RIDGE BEAM - 5' -6" MAXIMUM LLN5RACED SPAN 2x6 ►4F•2 FLAT VALLEY LAID DIAGONALLY ACROSS TRUSSES I -1 Z.55 -:5 « ✓ BE = � \� _'� \.. --R_E / .. � •• � �` _ G - I �' � 1,"� Cr- '- = �'Q. - ".►�.r -�. ARE �'[ .-L\7, 5 5E �.I h��.` -r = ER may n+v .. .�i v ` .rr ✓NS, =0 ^ ./�~r �v "+� 5 ` ...►n+ �a Z F q '� — .,Q-A. NIG Q.=- E. c3e OR rr iN� q■ • III ift-- , • $m � �&A ....� -._ �.... ,� .. - � � -_-... - �....� .� - -.�, �, ,�,�..,_. _ - ... -�... _ - -.► -e.- -_- .._ «.. -�..� ..-. - .v - �+•� - �..� �� - . - -w --..� -� _ - .r --.- — as .r - - --+^.- .. r r- -- �. .. ,,.r ._ � � i.w --.� .. ..-.� _- _ Y Y / Y V �I -- • ir./ V Iti 1 ~� r \ Y\� �t ✓ I -- L look 3 : x %4j, ' < _ � NCs � =—..1- = N....� E " \ `— �I M� �� 5E : A —oc— V 11 �'C.I � a q CE I R -lqr�s MCI BE • '0 VEN'- REQ D ; 225 = 4.085F NE" FREE 300 50% B" vEN' ABOVE E ,4 VE 4 08 x 5 • 2.0 SF AF - ROOF ,,AC< `'E -D5 50 +�� NE' FREE OR 35 5F ' OP .,AC <S RE D _' VEN'5 OR ;'2 ) YEWS 35 EAvE VEN* -TN (S'ANDAR'J) 60 L I FEET x 33 -N /LF -- '98 'ti` -' 38 SF GABLE END VE-N! PROV.DE::o ( iF 4PPL (2 :18 D'A -509 N =3.53 5F GABLE END VEN 15% EFF;C =ENT 3.53 5F x.'15= 2b55F • QTA6 yENTI A� T;a PRO I ROOF JAG <S-- (2 ) x 50 iN 7 SF SAVE VENTS i 138 SF GABLE END VENTS 2.65 SF 4.73 S= PROVIDED > 4.085E REQu'RED l.� =; R R O O ;-- Y E S "'. G A L C L 1 ''OT "- FROY;DE VENN 5' 0` f " z3,4, • TOTAL VENT. REQ'D. 909 = 3.03 5F NET FREE 300 50% BY VENT. ABOVE EAVE3.03x .5 =152 SF. • TOTAL VENTILATION PROVIDED: AF -50 ROOF JAC< YEIL.DS 50 IN NET FREE OR .35 SF • OF JAG <S REQ'D. 1.52 VENTS OR (5 ) VENTS 35 EAVE VENTLTN (STANDARD) 124 LIN. FEET x 33 IN /LF = 409 IN =2.84 SF ROOF JAG <5= (5 ) x 50 IN = 114 5F EAVE VENTS 2.84 SF 4.58 Sr- PS OVIDED > 3.03 SF REQUIRED I L- ROOD Y EI ' 7. NO " E: ROVIDE VENT 5L 0C<NG EVER- 5,4"'K, G!RDER. TRUSS 0 N ' P N� TR.:55 5!t 'Fl t• -+A29 DR EG L.A�- cp 1 o-~ .�J -r t 0 b z Q OL NO D-YA Q 4 uj (j) r CIO T � h C414 IL IEm Il OF rJKVALA F F Roos PERMT corrEp imp - 2/14M k J r 4 . rte: a z Q OL NO D-YA Q 4 uj (j) r CIO T � h C414 IL IEm Il OF rJKVALA F F Roos PERMT corrEp imp - 2/14M k J r 4 0 1 SOLE: 1/4" _ V-0 11 s14ARQ PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" (914 MM) M HE*WT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (884 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS IRG R312J PORCHES AND DECKS WINCH ARE ENCLOSED WITH INSECT SCREENING SMALL BE PROVIDED WITH GUARDS WHERE THE WALKMG SURFACE 15 LOCATED MORE THAN 30" (162 MM) ABOVE THE FLOOR OR GRADE BELOW GUARD OPENING LIMITATIONS. RE=IRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORC4 -iES SHALL WAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLO PASSAGE OF A SPHERE 4" (102 MM) OR MORE IN DIAMETER EXCEPTIONS: 1- THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF A RAIL GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF A SIZE THAT A SPHERE b" (152 MM) CANNOT PASS. 2. OPENMGS FOR RECLIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SP4 -IERE 4 - %" (101 MM) TO PASS THROUGH. IRC 83122 ..• � am"late am OEM ok •o 79M a *• .r�•+ar dp rm .we -.cw I 2 14 i 1 L_mdE_='mww E.E AVA ) " I 1 ` ./ 4%01400011 al� 13C a - S IF06is Skp A"nc644m w4s Psve TeRfooe R&mafteS --dam =_ova � t, y 5 7 I r z Q J N n_ Z \1 e 1 h cq r r . 1 � � n ^ . O sA X . n C - 4 Nt Q � Q S CIN OF TUKWIA Fr 6 ZG�►� IRE ✓ % m .._.� = \c - ............. �- .-. . �.�.•!- � +.�. Tel. .+r �..�r � -.. �..�..�.,r r - .��►,� ,. _s.� -w. �.r.� sew•.`!_' +.��.! �:.A+..s �:w�! 1r"'.. , ..�1/�cf�► ' Y�+^.'.'�.+�. +�w.w� ►'��_�.r"! ►�.�'!�C_..� TOP OF :'LATE i co 1 ► • - 1 dr i P )P OF PLATE PPER FLOOR PLAN 9 OF OF PLATE IAIN FLOOR iSk!5 q N compvft op le REAR ELEVAT SCALE: 1 /4" _ 1' - 0 11 FLASHINGS FLASHINGS SHALL BE INSTALLED IN SUCH A MAI ER 50 AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGW JOINTS IN COPINGS, TWPWUC244 MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUG14 THE ROOF PLANE. RW32 FLASW NGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS* WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRRECTIONt AND AROUND ROOF OPENINGS. WHERE FLASHING 15 OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A TWICKNESS OF NOT LESS THAN 9DOIS INCH (NO. 26 GALVANIZED SWEET). RW32J (NOTE: EACH DIFFERENT ROOFING MATERIAL HAS SPECIFIC FLASHING WW j ... c`. Jt..�� ' 111m. 0 '1 V4 v I \ \ 4 k Z Q -' n_ 4 u Q U► L24 WA 1 sal N C*4 (p 1 1 C4 n -. sit X 0"1. • n C ' 4 X CrTy OF TUKW A F c t 1 b 2045 � ClINm IVILA" W1/04 i ro r now � mkw"R "a Ow 1� dow*'"t 1wlep► an-tea/' i 1 i ` ROOF CON5'Rt.CT ON COQ" m ROOF NG' 30' 5-::>G. FE-" !12 APA RATED D -AN;X. TRUSSES 0 24 O.0 R -38 ":N �NSwLAT-ON U V. POLY 5/8" G.W.B i � I 1 ��D ors EXTERIOR L; ALL PORT Z. BE V. 51 D'NG 5U L D ING PAPER 1116" 05B (MIN.) 2 X 6 STJD5 0 16 O.G. 4 MIL �.v RES. POLY R -21 BAT INSUL 1/2' G.W.B. <I TC �4EN 12" MIN. CLR BELOW BEAMS TYP. 18" MIN. CLR. BELOW JOIST5 TYP. ION 1 4' MAIN FLOOR FINISH FLOOR 3/4" 74G APA RATED PL`r'W'D (GLUE 4 NAIL) 11 - / TJI PER FRAMING PLAN R-30 BATT INSUL. 6 MIL. POLY LAPPED 12" i LIVIN' G TOP OF o -ATE 12 4 I PORCH 5CALE: 1/4" = 1; - m" JPPER FLOOR PLAN B 'OP OF PLACE -t? W 4 , V co - a JL 1 t- `` �11%4W r� 4 Y1. z OL Q N 8 r 1p r , dD � X ^ C*4 IL ML CVrYOF PEr CENTER ✓ <. ✓� . r jw 0 Al Ar j _ �4 PAL "I III II 11111 I MASTER BECROOM DINING PT. 4X10 BM. TYP. P.T. 4X6 POSTS TYP. UPPER FLOOR FINISH FLOOR 3/4" T tG APA RATED PL'rW (GLUE 4 NAIL) TJI JO15T5 PER FRAMI PL< 1/2" G.W.B. .�. ._.- -►•••. � -. _,,, -_ .�. -..� -f.. �- •.r..�. -�- ...�t -- � .�.... � �- �"..- --•..� �--- •. -^-� - ,...- �.� .�w.s.._ - •� -..rte .�..... r b q I SHEARWALL SCH SILL PLATE BOTTOM PLATE MARK S EDGE FIELD NAILI C ONN. O FND. CON O FRAMIN 15/32" COX 5 /8 "dic. O 48" O.C. LTP4 0 32 " o.c. ONE fACE 8d 0 6 "o.c. Pd O 12 "o.c. w/ 2x BTM. PLA TE w 2x BTM. PLATE 15/32" COX 5 /8 "60. O 36" O.C. LTP4 0 20" o.c. ONE FACE 8d 0 4 "o.c. 8d O 12 " o.c. w/ 2x BTM. PLATE w/ 2x BTM. PATE Z A 15/32" COX 5 /8 "dio. O 24" o.c. LTP4 0 16' o.c. [,?� ONE FACE 10a 0 4 "o.c.10d O 12 "o.c. w/ 2x BTM. PLATE w/ 3x BTM. PLATE 15/32" COX r 5/8 "dia. O 20" O.C. LTP4 0 1 2" o.c. ® ONE FACE 1 O ® 3 "o.c.1Od 0 12 "o.c. w/ 2x BTM. PLATE w/ 3x BTM. PLA TE 9 .SHEARWALL NOTES: 1. ALL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM PLATES SHALL BE HF#2. ALL SHEATHING EDGES SHALL_ BE BACKED WITH 2x OR WIDER FRAMING UNLESS OTHERWISE NOTED (SEE NOTE #2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 2. WHERE SHEATHING NAILING IS A ®OR GREATER, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER AND SILL PLATES NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER. 3. NAILING CRITERIA IS BASED ON IBC TABLE 2306.4.1 FOR CD PLYWOOD AND HF#2 FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL NOTES. OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. 5 ANCHOR BOLTS MUST BE EMBEDDED INTO CONCRETE OR GROUTED CMU A MINIMUM OF 7', AND SHALL BE PLACED TO PROVIDED A MINIMUM OF 2" GROUTED CLEAR TO THE FACE OF FORMED CONCRETE (PROVIDED 3" CLEAR FOR CONCRETE CAST AGAINST SOIL). 6. ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI KWIK BOLTS OF THESE SAME DIAMETER AS SHOWN ABOVE, MAY BE USED IN EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE.) DESIGN CRITERIA 1. BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE ® DOUBLE TOP PLATE w/ EDGE NAILING (STAGGER) 0 TOP PLATE SPLICE AND NAILING PER PLANS. SEE SHEARWALL SCHEDULE FOR LUMBER GRADE). LAP 4' -0" MINIMUM. CENTER SPLICE ON STUD. @B EDGE NAILING AT ALL PANEL EDGES. BACK w/ © HOLDOWN PER SCHEDULE AND PLAN 2x BLOCKING OR BACKNNG FULL HEIGHT C EDGE NAILING TO HOLDOWN POST (2) COORDINATE ALL STUD AND PLATE SIZES (FULL w/ SHEARWALL SCHEDULE REQUIREMENTS QD STUDS ® 16" o.c. UJ EDGE NAILING TO POSTS. TRIM STUDS EO P.T. SILL PLATE w/ EOGE NAILING do ANCHOR AND KING STUDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE A MINIMUM OF 5/8 - dip. ANCHOR BOLTS O O BEARING STUD FOR HEADER 48" o.c., EMBEDDED 7" MIN.) X is so STD. SHEARWALL ELEVATION �6 2. VERTICAL LOADS ROOF FLOOR LIVE LOAD 25 PSF 40 PSF DEAD LOAD 15 PSF 12 PSF 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO X- BRACING AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE ON PILES, PILECAPS, AND SLIDING FRICTION OF EARTH. 5. LATERAL WIND LOADS: 85 M.P.H. EXPOSURE "B" 6. LATERAL. SEISMIC LOADS (Ss =100 %) E = r Qc + .2S.D r= 1.25 (ASSUMED) SITE CLASS D (ASSUMED) Q. = V = (1 .2S. / 1.4 R) W .2SD = 0 FOR ALLOWABLE STRESS DESIGN R = 6.0W' = DEAD LOAD FOUNDATIONS 1. THE FOUNDATION DESIGN 1S BASED ON THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 2. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PR10R TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. 3. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 2000 PSF SOIL FRICTION .40 ACTIVE PRESSURE* 35 PCF PASSIVE PRESSURE 300 PCF ('WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 55 PCF). 4. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 5. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND /OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER. TRASH. LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEOUATELY BRACED PRIOR TO BACKFIL.LING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK. PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS OEfERMINED BY ASTM D1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. FILL OVER 12" DEEP SHALL COMPLY WITH A GEOTECHNIICAL. REPORT. SEE GEOTEC INiCAL REPORT FOR FURTHER DESIGN CRITERIA. CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS TWIN 0.05%. 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS 0 - 0 SHALL BE: Sue ON GRADE: 250OPSl CONTINUOUS FOOTINGS: 250OPSI y. ALL COwvCFR W;Tr A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE SPEC IAWL. INSPECTION BY AN !NSPECTOR APPROVED BY THE BUILDING DE PARTMENT AND THE ENGINEER. 4. CEM;. S -1ALL CONFORM " 0 ASTM C150. TYPE I. CSA NORM& - 5. MAX;IvlUV SLUINP S" L NOT EXCEED 4 I%CMES Ih *..A 6. °1.ACEWEN OF CONCREF S. - A -- 9E IN CON ►OR>tjANC£ WT-: ACt 3C1 ? _C3%"RE SPIAL; BE MN%_AFW_ N A WOTS T +0N FOR A YINIttiM O F'VE (5) DAYS AFTER PACEMENT. ALTERNATE MAC `X}OS WL_ D SA_ S AC_ORr PERF>WANCE .^.A.V BE ASS:IRED. 8- K`"..{ CAS zZl,C_0% JD% Ste_ BE LASE: N A_� CASES. ALL COtiS"RjCT� JOiN� STALL BE T"OROUGHL`r C�EANE3 AND A� LAS - A%CE Sp BE R`Mt^vE� A,_ VER'� N - S S•++ a~ '•+ON'�C�G� WE-"E C ANi✓ S_.;S a WITH A Cam' OF Nt�►� CFME*!' il/1/EDN► �'_" BE'CRE �.Jk'; w ti�� C04C4E'E. jo- C%�.OR �`J�:;VEN'- MoO'lz J013�i_S Si%+ BE LCCA 'C TO Wlp4w ErrrCTS OF S�?NIVK AS Irc __ 04S -A E.: A aC N Or _ ,:�W S WAX3ta V A?J► CO POLR J0114 S &JC SF Oc FIE �FJ?C T'rG 5' r^4 c ' 0�?11RE.. �K _riA 9E AS � JI...GMS: EM OR •E.4' --E R Ex c % EAR OR WE- - O'ER :#6 JR _ARGE4): 2' &.O00IR r., SLATS 3 "Or-7 100400-C" 'Et CS- AGAOCS GIRO- t7 S►+AL, +-AVE 3' M C Ri1GE r • PEES CT -+E`? - -'Aft E::'R'CJL ,!'S 9 -%� 9E E1 JOED A�P1ORKAi'L�.' S _"'rJC_JRk COWR'ETE EXCEL"' SERF SSE ,;" 12 c BE Z " OE W ro' '41E POrORW BEJI DF4 CME `*aX -- S "9014-2-2 Uhl'" STRDIGT%4 DATA F - 5 OR ='E:: ;IC.°E ENICE ARE LNG' +1J10.E;. CEVEN- 0011 SACKS PE Lesf O'La . Yom. C +J r F 2 5M ti1rCC RFOX; S REINFORCING STEEL HOLDOWN SCHEDULE MODEL ANCHOR BOLT THRU BOLTS OR NAILS EMBEDMENT LENGTH MIN. EDGE DISTANCE STH D8 STRAP 24 16d 8" 1 l 2" STHD8RJ STRAP ( 8" 1 l 2" STH010 STRAP 28 16d 10" 1 1/ a STHDIORJ STRAP 28 16d 10" 1 112" MST37 STRAP (42) 16d in DBL. STUD CENTER on RIM JOIST . MST48 STRAP (46) 16d in DBL. STUD CENTER on RIM JOIST CD HOLDOWN NOTES: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH f'c- 2.540psi. 3. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 4. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER). 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 do LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 AND NO. 4 BARS. 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND /OR SPLICES SHALL BE WELL STAGGERED. 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 6X6 W2.1 /W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" MINIMUM. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUGLAS FIR /LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS; HEM -FIR NO.2 FOR 2X AND 3X JOISTS. AND STUDS; AND HEM -FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCUB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD. EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC PS 1 OR PS 2. PROVIDE MINIMUM OF 15/32 EDGE DISTANCE ON ALL NAILS AND A 1/8 EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32 C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE. P.I. 24/0 (USE 5 -PLY FOR PANELIZED ROOFS). NAILING IS 8d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. SUBFLOORING TO BE 3/4" T&G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE. P.I. 48/24. GLUE AND NAIL WITH IOd AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATONAL BUILDING CODE UNLESS NOTED OTHERWISE. ENGINEER. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE_ USE SOUD BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. 6. MAXIMUM MOISTURE CONTENT SHAu NOT EXCEED 16X FOR ALL STRUCTURAL MEMBERS. 7. PROVIDE 2X2 wAS ERs UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16` UINLESS OTHERWISE NOTED_ LAG BOLT PILOT HOLES SJHAILL BE PRE -DRRIM X OF THE NOMINAL DIAMETER OF THE LAG BOLT MISS OTHERWISE NOTED. _ �. '9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8' MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING (EMBED 7 MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUREMENTS WHERE OCCUR_ � X 3x 7 �y INFORMATION) '10. ALL FRANNG LUMBER IN CONTACT WITH MASONRY OR CONCRETE SK4LL BE PRESSURE TREATED. (SEE NOTE 1 MINIMUM ELEMENTS. 11. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS. OR ANY OTHER 2. EXTERIOR ST UD Wr kLS SHALL BE 2x6 O l 6 O.C.. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING WALL SHAD. BE CONSTRUCTED !lSNNG 2X4 O 16"' O.C. AT UPPER TWO FLOORS AND EITHER 2X6 O 16' O.C. OR 3X4 O 16" O.C. BELOW TOP TWO FLOORS. STUD ANION- SEARING WA S SHALL BE CONSTRUCTED USING 2x4 O 24 O.C.. LOESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS '13. FRAYING ANCHORS FOR JOISTS, PURL*4S AND POSTS SHd1LL. BE SiYPSON. OR APP'R'OVED EQUAL APPROVAL HOIST BE OSTAiNIED I% WRITING PRf0i2 70 INSTALLATION. F'rai_ A LL rAIS''ENER HOLES WIIR+ F/LSTEHEI2 'YPES (NAILS. MOLTS. ETC.). SIZES, AND QIJwUNTITIES AS SPECN'.n:0 13Y THE MANUFACTUR_ % 4 - AL. WADERS %% &L BE 4x8 31F/2 LP& 0`�� 40'TED ON T"E DRAMMNGS ROOF 'RLSS " - E - RUSSES Sr%#A.. BE DESK>E : QV `►i = A R9CATCR TO r- }tiEN5+0N< AND TOADS PION A' 0 ON HE DPJAMS AND A% THE STRU;CsLJRAL NC Air., XSKNS SO BE N Ah COgD 4C.E W A"OIIIIABCE VALUES ASSOW3 9r - - 4 C S-LJ+MC .^.ODE- COhCE?1TRA.= ED MECHANWCAL ROOF LOADS %-iAL_ BE #4c.AQEJ Nei --F Dcsmw vvr" wE<;'-"'S 440 _OCA. CPNS W>P Tr'c A1itc_,4'EcT . SmOr- JRAwr4GS II uST 9E RE=AAED AT "SrE Ally AV ^&A&E -0 - -f 9Ck.JA4G ASPEC'OR FOR RE OWkCE- TW -RUSS C#*-CL&A?X3h PACKAGE S TALL BE JESOWD UP ER THE DWEG' I F A PROF'ESSaO WIJ. arfO EER jCENSO >h 'K STATE OF WASHWAG. Ok- -C 'T?LSS EAR SHALL. A� AL.; RE 3 0K51190 "" F"O" -CIE NOW OF ALL SLAX RDIAIA" ES ftWXVE3 % -•sE P4EPWA A - 10% OF 7W "RLSS PLACIEWIENT PUV S AND THE TRUSS DESK;k DF*mp$ . lwNt ,FACTLIRED LU IWR 1 IJMIIIIIIIIiA. ► 3 11ENEEr? LtAIMR XSO4 IS 9ASED ON W104MAIIIII LVL PAOOtCT$ A SUPPUM Wf TRESS - .KjST IMCW.LIMC 94 A WIN ASTW 0 54%_ OESIGK PqCFERWIES SWA,: BE: Fs = 250C PSI Fw = 385 F9 E _ 0 - &'VO'6 pq 2- Paft%lft S Ltd? OES cm 4 lO15ED Oft Pft%%I M PSF, PATS AS SLOWILim or TF" T UPKAMAJIM NM MTN ASTM D 5456, DESK% IOi jO r XS gMIL K_ 1% = 2111100 0 9 Fw 290 0'9 E 2.Or TG" $ Pl% .v; cr;� I„0i ;� JUN _.. 3 7005 3. 1.5E LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMBERSTRAND LSL PRODUCTS AS SUPPLIED BY TRUS -JOIST MACMILLAN IN ACCORDANCE WITH ASTM D 5456. DESIGN PROPERTIES SHALL BE: Fb = 2250 PSI Fv = 400 PSI E = 1.5x 10'6 PSI 4. 1.3E LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMBERSTRAND LSL PRODUCTS AS SUPPLIED BY TRUS -JOIST MACMILLAN IN ACCORDANCE WITH ASTM D 5456. DESIGN PROPERTIES SHALL BE: Fb = 1700 PSI Fv = 400 PSI E = 1.3x10'6 PSI 5. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITH THE APPROPRIATE ICBO EVALUATION REPORTS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL NOT PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. PREFABRICATED WOOD JOISTS 1. THE JOISTS SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE CONSTRUCTION DOCUMENTS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE. CONCENTRATED MECHANICAL LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. 2. ALL JOISTS. JOIST HANGERS, AND BRIDGING S HALL BE DESIGNED TO RESIST 15 PSF OF NET UPLIFT. 3. ALL JOISTS SHALL BE DESIGNED FOR A 20001 CONCENTRATED LOAD APPLIED PER UBC 1604.3. 4. IN ADDITION TO THE CONDITIONS SET FORTH IN THE DESIGN CRrTERIA NOTES. THE JOISTS SHALL BE DESIGNED TO MEET THE FOLLOWING DEFLECTION CRITERLA: 0.5•DL + LL (OR SL) L/240 LL (JOIST SPAN < OR = 15') L/480 LL (JOIST SPAN > 15') L /600 GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING. BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF ADJACENT PROPERTY. STRUCTURES. STREET'S AND UTIUTIES IN ACCORDANCE W[TH ALL NAT*NA1L. STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SMALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS FOR STRUCTURAL STEEL. PREFABRICATED TRUSSES AND JOISTS, AND REINFORCING STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABIRl ATION_ 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDMONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SNIIALAR DETAILS OF %4ALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS OESCNATED AS STANDARD OR TYPICAL, SMALL OCCUR :N ADOMON TO ANY OTHER SPECIFIC DETAN•L CALLED OUT. 9. COORDINATE WITH MECHANICAL, PLUMING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPErNNGS RECXJIKD FOR DUCTS, PIPES. PIPE SLEEVES. ELECTRICAL CONDi9TS, AND OTHER 7E MS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN ST'RUCTL'RAL WORK. 10. PROVIDE OPENP4GS AND SUPPORTS. AS REQUIRED PER S'TANOARD DE FOR HEATERS. MECHANlC.AL EQUIPMENT, VEWNTS. DUCTS. P+P+NG ETC. ALL SUSPENDED MECHANCAL E QUIPMENT SH11L BE S RY OR LATELY BRACED. 11. A INFORMATION SHOWN ON TH DRA RELATIVE- TO EXI CONO.10N5 5 G IVEN AS rr4 BE PRESE OsOWL.E BUT Wfrro0L'T GUARAN'T-E OF THE PROPER REVISKM MAY BE MADE_ NOIDIFICATX N TO XTAILS OF . GUNS T RUJ UC IOSI SHALL HOT BE WADE W TH (XT PcaOR WRr -rEH APP 9a4AL OF THE ENGINEER. 12_ ARCHr'ECT'JRAL AW IMECHANC.& R1WS ARE COkSlIOIERED A PAR OF 74-11E S- RLCT'.ARAL DESCN MAWW4 AND ARE - C BE USED TC DEFINE DETA& CONIFKA AT>ONS IMaUDING. BUT W. JW TO RE-A VE OCATX)IN OF MEMBERS. cLEYATKPC& DlOdIE!NS10N5 AND LOCAT0 OF ALL OPE*N04GS. ET C. 13. Sk i100+' AwQ STORCFRONr; CONTC - ORS S+1A-L SSE. SnRUC , lRA1 DESK CAL-CJ" ANC JR/r7I11144GS FOR ALL CRJAi.1G 11011E08ERS AND CONNIE.''TV4S (asCl.JOWp 'C STRUC -VIA;. MEVBVI 'S) - 0 'HIE S gUC EftGNE"ER NO SLO -OW4NG J FOR r* R AFP90VAL PRIOR TO FABIRCAT4011 CAL=A' AF Q DP4004CS SI�i CONWLY wr'- ALL REOUVWMEMTS OF THE LATEST APPLICABLE 9L% DM G CODE. Tr1ESE DRAWNGS SK%, BE DESOGFEJ AM SAG11410 8y A REG*ITRED E1411GAU 14_ ME h EQUWWW, 1A1Sr BE ►4W&Y A ►iTACH O TO '}E STR'JC" 'JIW- ISOLATOR& FAtSTENIERS AV&iC A W OTHER ELDANDNTS SSABWA f FOR ENE 44P CAL WJST BE APP90VO Olf TWX CM OR AM EQUPWILINT TESTOG APPIWWM SY TILE SUkO (: DEPAit'T11EIrTT AM ONCOOEER AM WjSF BE CArPA&E OF CODE AEC1lWAED LOAM OF NOT LESS TH Mi 0.3 X OF"E kKTIMG W1 r. OF EOLAP%M'LW. SDA (A Z 4c 4) Q +a Z cm t /� wo 3 U t J m r 10 u 0 (A N (A •� N L. a Co 1 CY Q r N X . O ♦.+ V Q �- 0 CD Q N O 0 r +� N n cf) Lm W 10 (V V 4 .. No. Dote By Revision Z Z 4c O Q IL Z cm t /� wo 3 � t J IL . � . Y u U O L. a PEMED GYTY OF T WWRA F E � t) 1> q: LK C "- °C t ,lob No. 2666 �IB■Ea $MIA 'q- I-Al •_•_. ____. -... -. .w..__........ _. - .�+_�...._ �......_... .....,........... �'.wr'.,•�.._.._. , . - _ - .... , ...,..,,•_: , _._ ., .. . .....� - .- �'"�.•w._�•- •�- ..a... -� sl...- . a..+.. - -.Led.- ,�R.J,�T• - .. - rt • Is S DQ SHEARWAL L — EDGE NAILING (4 PLC. TYP.) LTP4G PER SCHEDULE BREAK SHEATHING ON BLOCKING OR ✓ RIM JOIST ONLY LTP4H PER SCHEDULE �Jg3T PB�E�DtCULAR � J013� PARALLEL EXTEFyOR v JOIST PEFPE�DICUl�4H EX7EF�OR � Fbor /Shearwall Connection SEE FLA, SHEAR WALL & HOLDOWN SCHEDULE OR O.S.B., TYP SEE SCHEDULE FOR 2x6 STUD WALL WALL SHEATHING ® 16" O.C., TYP 3/4 CDX PLWD SIMPSON STHD SEE SHEARWALL c SCHEDULE a V) EDGE NAILING PER SHEARWALL SCHEDULE a w a • Q_ V) FLO JO ISTS PER PLAN w • . a r 2X4 BLOCKING SIMPSON MST TIE STRAP j�E I El I I rl I- SEE SHEARWALL PLAN ill I m l I Ell FOR LOCATIONS _q I_m l m_ l I - II a 15/32" cox PLYWOOD t Typ Shearwall with MST tie Strap SEE DETAIL 1 /S -2FOR PROPER SHEAR WALL CONNECTION 15/32' APA RATED SHEARWALL PER PLAN PLWD SHEATHING W/ 8d NAILS O 6" O.0 AT EDGES AND 12" AT (3) 15d EA STUD FIELD. (TYP.) 2X4 BLOCKING O 48 W/ 8d NAILS O 6' O -C (r. P.) " DIAPHRAGM NOTE: A35 FOR NAILING SEE ARCHITECTURAL EDGE NAILING 16d O EA JOIST DIAPHRAGM 16d O EA BLOCK SHEARWALL — EDGE NAILING REQUIREMENTS O EDGE NAILING �-� 6d O EACH JOIST SHEARWALL SHEARWALL EDGE (3) 1 Od (4 PLC. TYP.) EDGE NAILING W PER BLOCK o 0 LTP4G PER SCHEDULE co <00 (4 PLC. TYP.) Q LL. 2x BLOCKING Za 03Q a (OR RIM JOIST N SEE SHEARWALL LTP4G PER SCHEDULE o M SCHEDULE FOR PLATE LTP4G PER SCHEDULE BREAK SHEATHING I SIZE AND ANCHOR BOLT • BREAK SHEATHING ON BLOCKING OR SPACING) " JOIST PER PLAN ON BLOCKING OR PER PLAN LW Z Foundation/Shearwall RIM JOIST ONLY O EACH JOIST RIM JOIST ONLY I -JOIST BLOCKING (3 BAYS) LTP4H PER SCHEDULE O 48" o.c. w/ A35 TO LTP4H PER SCHEDULE PLATE do LSTA9 BETWEEN BLOCKING �Jg3T PB�E�DtCULAR � J013� PARALLEL EXTEFyOR v JOIST PEFPE�DICUl�4H EX7EF�OR � Fbor /Shearwall Connection SEE FLA, SHEAR WALL & HOLDOWN SCHEDULE OR O.S.B., TYP SEE SCHEDULE FOR 2x6 STUD WALL WALL SHEATHING ® 16" O.C., TYP 3/4 CDX PLWD SIMPSON STHD SEE SHEARWALL c SCHEDULE a V) EDGE NAILING PER SHEARWALL SCHEDULE a w a • Q_ V) FLO JO ISTS PER PLAN w • . a r 2X4 BLOCKING SIMPSON MST TIE STRAP j�E I El I I rl I- SEE SHEARWALL PLAN ill I m l I Ell FOR LOCATIONS _q I_m l m_ l I - II a 15/32" cox PLYWOOD t Typ Shearwall with MST tie Strap SEE DETAIL 1 /S -2FOR PROPER SHEAR WALL CONNECTION 15/32' APA RATED SHEARWALL PER PLAN PLWD SHEATHING W/ 8d NAILS O 6" O.0 AT EDGES AND 12" AT (3) 15d EA STUD FIELD. (TYP.) 2X4 BLOCKING O 48 W/ 8d NAILS O 6' O -C (r. P.) Typ. Holdown Connecti '* - JOIST PER PLAN -16d O EACH JOIST 16d NAILS O 6" O.C. SHEAR WALL EDGE NAILING 3/4" PLYWOOD SHEATHING -1 Od NAIL O 6 O.C. CONT. SOLID BLOCKING W/ 2-16d NAIL EA. END AND 3--16d TOE NAIL TI TOP PL. EAC. BLOCK JOIST PER PLAN Hl EA. JOIST Off-Set snee►wel DIAPHRAGM EDGE NAILING ,--16d O EACH JOIST SEE DETAIL 1 /S - 2FOR PROPER SHEAR WALL CONNECTION SHEARWALL PER PLAN 2x4 CONT. BLOCKING — W/ 2 -16d NAIL EA. 1 pd NAIL ® O.0 END AND 3 -16d 2x6 LEDGER W/ (3) NAILS EA, BLOCK TO 16d NAILS O Ell STUD TRUSS A35 EA. BOTH SIDE — TRUSS /RAFTER PER PLAN 15/32' APA RATED PLWD SHEATHING W/ 8d NAILS O 3" O.0 AT EDGES AND 12" AT FIELD. BLOCKED DIAPHRAGM ---�_ TRESS PER TRUSS MIFR. SOLID BLOCKING SH EARWALL ER PLAN Sc O 6' C.C. S - lEARWA,_' PER P'-AN —� Lower Rod/We1 Connection PLAN i- �.sI�IPSON A35 EA DOCK TO TOP PL. LS50 FOR SLOPED BLOCK 2X6 BLOCK W/ 2 - 16d NAILS EA_ END AND 3 -16d NAIL EA. BLOCK TO LEDGER BOTTOM PLATE AND CONNECTION PER SHEARWALL SCHMLE (TYP) JOIST PER PLAN PER PLAN .. fl i �.=z•� I .•. i ROOF TRUSS PER PLAN DWPH. EDGE NAILING SHEARWAL L 7 EDGE NAILING EXTEND BEAM TO END WALL AND SECURE TO WALL SUPPORT Root/WeY Connection PER PLAN .......�,.0 SECURE END STUD TO • • • - CONC. WALL W/ CONC. • NAIL O 8" O.C. SLAB ON GRADE 00 -t - l p . s _ .. Typ. G arage Piaster NAIL SHEATHING TO SHEARWALL W/ NAILS PER SCHEDULE A 3' O.C. EACH WAY SHEARWALL PER PLAN HOLDOWN PER PLAN PLATE PER SHEARWALL SCHEDULE 2 - #4 BARS EQUALLY SPACED AS SHOWN (6- TOTAL) 8' CONCRETE PILASTER #3 TIE O 6 O.C. -FOOTING PER PLAN (16" WIDE x 8' THICK MIN), CC s� " DIAPHRAGM EDGE NOTE: A35 FOR NAILING SEE ARCHITECTURAL TOP PLATES W/ 16d O EA JOIST DRAWINGS FOR SCREENED VENT Y . � r REQUIREMENTS O LTP4G PER SCHEDULE N SHEARWALL EDGE N NAILING W o 0 LTP4G PER SCHEDULE co <00 *+ IV Q LL. 2x BLOCKING Za 03Q a (OR RIM JOIST N SEE SHEARWALL 2 -16d NAILS o M SCHEDULE FOR PLATE TO EA. JOIST) I SIZE AND ANCHOR BOLT • N SPACING) FOUNDATION PER PLAN LW Z Foundation/Shearwall Connection Typ. Holdown Connecti '* - JOIST PER PLAN -16d O EACH JOIST 16d NAILS O 6" O.C. SHEAR WALL EDGE NAILING 3/4" PLYWOOD SHEATHING -1 Od NAIL O 6 O.C. CONT. SOLID BLOCKING W/ 2-16d NAIL EA. END AND 3--16d TOE NAIL TI TOP PL. EAC. BLOCK JOIST PER PLAN Hl EA. JOIST Off-Set snee►wel DIAPHRAGM EDGE NAILING ,--16d O EACH JOIST SEE DETAIL 1 /S - 2FOR PROPER SHEAR WALL CONNECTION SHEARWALL PER PLAN 2x4 CONT. BLOCKING — W/ 2 -16d NAIL EA. 1 pd NAIL ® O.0 END AND 3 -16d 2x6 LEDGER W/ (3) NAILS EA, BLOCK TO 16d NAILS O Ell STUD TRUSS A35 EA. BOTH SIDE — TRUSS /RAFTER PER PLAN 15/32' APA RATED PLWD SHEATHING W/ 8d NAILS O 3" O.0 AT EDGES AND 12" AT FIELD. BLOCKED DIAPHRAGM ---�_ TRESS PER TRUSS MIFR. SOLID BLOCKING SH EARWALL ER PLAN Sc O 6' C.C. S - lEARWA,_' PER P'-AN —� Lower Rod/We1 Connection PLAN i- �.sI�IPSON A35 EA DOCK TO TOP PL. LS50 FOR SLOPED BLOCK 2X6 BLOCK W/ 2 - 16d NAILS EA_ END AND 3 -16d NAIL EA. BLOCK TO LEDGER BOTTOM PLATE AND CONNECTION PER SHEARWALL SCHMLE (TYP) JOIST PER PLAN PER PLAN .. fl i �.=z•� I .•. i ROOF TRUSS PER PLAN DWPH. EDGE NAILING SHEARWAL L 7 EDGE NAILING EXTEND BEAM TO END WALL AND SECURE TO WALL SUPPORT Root/WeY Connection PER PLAN .......�,.0 SECURE END STUD TO • • • - CONC. WALL W/ CONC. • NAIL O 8" O.C. SLAB ON GRADE 00 -t - l p . s _ .. Typ. G arage Piaster NAIL SHEATHING TO SHEARWALL W/ NAILS PER SCHEDULE A 3' O.C. EACH WAY SHEARWALL PER PLAN HOLDOWN PER PLAN PLATE PER SHEARWALL SCHEDULE 2 - #4 BARS EQUALLY SPACED AS SHOWN (6- TOTAL) 8' CONCRETE PILASTER #3 TIE O 6 O.C. -FOOTING PER PLAN (16" WIDE x 8' THICK MIN), CC s� Lil No. Dote By Revision Z z 44 o J o IL Z rc N 6D 3 w � t J r[ Y W 0 0 CL � F= i 6 2ner b.=- ?.: Lr 0 Job No. 2666 ,%RIM ..� - •.. ►.-. .. .�..�..1! �,. .11ww� �..'!� ! �y -s � .ww'7� _ _'y'..1.� .... 'Q�� -. 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SIDE NO 2X6 STUD WALL VENTILATION MAY BE REQUIRED AT BLOCKING VERIFY METHOD w/ ENGINEER PRIOR TO CONSTRUCTION. Std. Over Framinc -► 24" O.C. 2X4 O 4' -0" O.C. W/ 2 -16d EACH END CONT. 2X4 TRIM FOR FIRM BRG. 8" O.C. AGM EDGE FRAMING s -IVA N► rfA" A r --_ _,.,._._ +.....— .... �..-.... �.•.- d. ...•- ,...,.�..� +- �- +•..�.�.r.�. �. -. -�.. -- -- _ ....�....�,_ .... ..��► —.�..- . �._._ �. -.. _ ....- ...�- ........�...- ....�- ..+.-- ...�.._ .--.....-..- �.-- ....._.._- _.- .e_- �.��. +•--� �.�- .,_.��.,,►� �_.-� _ SDA No. Dete By Revision Z Z < O J 0 IL Z N 40 3 4 j Y W 0 O o. L . emr OF TUKWILA F ' 6 "L CENTM CC' ° Job No. 2666 Suplu j .. .� ��. •� �+�.• �...�. �.�. .mss.► . �.. �. �_ _ -.r —.. �� .��. #� _ _ _. _�_ . ..�. � � � ...� ^•.�•.�•. a _ • �.• T �.I./— ^�+a A� - '�'�++�. -��. �w '� -.• '�'�.,,1.i'�'�..� `��. e _ Is 0 o (A N CM j 10 CV r Q X . a'00 ♦.. V a� a U. (A o nQ Cb _0) 39 N p .r+ to W N V G •• Z I LM CL 0) No. Dete By Revision Z Z < O J 0 IL Z N 40 3 4 j Y W 0 O o. L . emr OF TUKWILA F ' 6 "L CENTM CC' ° Job No. 2666 Suplu j .. .� ��. •� �+�.• �...�. �.�. .mss.► . �.. �. �_ _ -.r —.. �� .��. #� _ _ _. _�_ . ..�. � � � ...� ^•.�•.�•. a _ • �.• T �.I./— ^�+a A� - '�'�++�. -��. �w '� -.• '�'�.,,1.i'�'�..� `��. e _ Is File: D05 -0055 35mm Drawing #1 PF NOTE: NEW DRIVEWAY AND URB CUT TO BE PER CITY OF UKWILA INFRASTRUCTURE DESI N MANUAL EX. AC SIDEWALK CB –TYPE I(SC LID LID RIM = 135.10 IE = 132.50( ) IE = 132.40( EX. RIVEWAY ENTRAN E TO BE ETAINED FOR LOT 2 —� NE SSS TO BE USE FOR LOT 2 "1] I ;OPOSED W.M. FOR LOT 2 WATER NOTE #4 APPROX. JLOCAnON OF SANITARA SEWER MAIN NOTES: 1. DRIVEWAY PAVED FROM MACADAM RD. TO GARAGE 2. S.D. PIPE OF 4" NON— PERFORATED PVC PIPE POSITIVE SLOPE TO LOW POINT OF FOUNDATION. 'Y STORM PIPE AIN RAIr PO�1IVEOSLOPE *Sill 3. p r 1RUCTURE STANDARDS. 4. WATER SUPPLY FROM ME TO THE HOUSE IS i .WATER METER IS FOGTITE #1 5. SIP CT� ED TO WATER METER SETTER TT 6. e�G do SAIUL BY 7. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. SURFACE WATER DESIGN MANUAL APPENDIX 0. REFER TO PERMIT CONDITIONS. 8. POWER, TELEPHONE AND CABLE TO BE INSTALLED UNDERGROUND . 0= 00'05'56" P P. R= 985.37' L =1.70' WER LOC. m -� FOR cn °) EXTEND POWER 00 ° U NDERGROUND a _Qe EX. ATER METER TO BE USED FOR LOT 1 X. 60' . . Z.O.W. 12.7LF -12 "P @ 10.31 o ' ' PROPOS D M. FO LO 3 –TYPE I(SOLID LID) RIM = 132.50 IE = 129.35(N) IT i 1 I I v O N , RD is 24" CEDAR 4" I IE 135.82 TO ROMOV I These plans have been reviewed by the Public Works I)epartment for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the • designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubrmttal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: Bar. INE: 130.00 ECOLOGY B LOCK R 6" PVC RbOF DRAI @ 1.0% SLOPE MIN. L /TYP. OVHG. 8" 4000 129.60' — A R ��OSF F � I F SLOT 2) 8,754 sq.ft.t kVE. WIDTH = 40' .MAIN _FLR. =147.0 T1 7 1 i 16, 880 w AVE. WIDTH O � to w� I z 6 in N 0 z AEC a CITY OF TEUKK'W1LA FEB i 6 2005 PERMIT CENTER I / e i 126.08' (MOSTLY DEAD) TYP.) 12" HE LOCK AftL FFE= 149.00± ...................... I . - T . EMI PER ORATED PGHTLINE CONNECTIO PROPO OF TU- 2/ THE JUNCTION IF (SEE P• TAX ID A SCALE: I" =20.0' L AKERIDGE DEVELOPMENT F0 SOX 1Oro N8� RENTON WA 9805 D,4Tr=: 2/9/05 IIII 11� I° L' ��IL.III.i,l.l_IIIII�III ; I. Inch 1/18 I I I I LI 11.1 Ll LLll�lll I I I I LL� IL LLLI LLa�lII I I I I I I � I.I,I LL�.LIII. EX. 6" CIP 5 1 '�j��. U I ' HOLLY 16'00'00 16.0 0 ^�It F.A.R. CALCULATIONS LOT AREA = 8754.0 sf 50% ALLOWABLE = 4377.0 sf F.A.R. AT MAIN = 1,216 sf UPPER = u GARAGE = 525 sf f '_ORCH = 141 sf TOTAL = 3046 sf < 4377 it �' IF • r . , _Qe EX. ATER METER TO BE USED FOR LOT 1 X. 60' . . Z.O.W. 12.7LF -12 "P @ 10.31 o ' ' PROPOS D M. FO LO 3 –TYPE I(SOLID LID) RIM = 132.50 IE = 129.35(N) IT i 1 I I v O N , RD is 24" CEDAR 4" I IE 135.82 TO ROMOV I These plans have been reviewed by the Public Works I)epartment for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the • designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubrmttal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: Bar. INE: 130.00 ECOLOGY B LOCK R 6" PVC RbOF DRAI @ 1.0% SLOPE MIN. L /TYP. OVHG. 8" 4000 129.60' — A R ��OSF F � I F SLOT 2) 8,754 sq.ft.t kVE. WIDTH = 40' .MAIN _FLR. =147.0 T1 7 1 i 16, 880 w AVE. WIDTH O � to w� I z 6 in N 0 z AEC a CITY OF TEUKK'W1LA FEB i 6 2005 PERMIT CENTER I / e i 126.08' (MOSTLY DEAD) TYP.) 12" HE LOCK AftL FFE= 149.00± ...................... I . - T . EMI PER ORATED PGHTLINE CONNECTIO PROPO OF TU- 2/ THE JUNCTION IF (SEE P• TAX ID A SCALE: I" =20.0' L AKERIDGE DEVELOPMENT F0 SOX 1Oro N8� RENTON WA 9805 D,4Tr=: 2/9/05 IIII 11� I° L' ��IL.III.i,l.l_IIIII�III ; I. Inch 1/18 I I I I LI 11.1 Ll LLll�lll I I I I LL� IL LLLI LLa�lII I I I I I I � I.I,I LL�.LIII. EX. 6" CIP 5 1 '�j��. U I ' HOLLY 16'00'00 16.0 0 ^�It F.A.R. CALCULATIONS LOT AREA = 8754.0 sf 50% ALLOWABLE = 4377.0 sf F.A.R. AT MAIN = 1,216 sf UPPER = 1,164 sf GARAGE = 525 sf f '_ORCH = 141 sf TOTAL = 3046 sf < 4377 DRIVEWAY SECTION �4" EXP. AGG. CONC. DRIVEWAY 15% MAX. AX. SLOPE 5/8" CRUSHED ROCK