Loading...
HomeMy WebLinkAboutPermit D05-156 - JUNCTION WEST - LOT 3JUNCTION WEST, LOT 3 5412 S 149 LN D05 -156 yam QJ U` 0'O co 0 W =, J � Wsr) a: • =W • ►— •Z .1— O. ZF—; .2 • i0 N D H. W W. — Q, 111 Z 1- _ 1 - - ; i • City 6i*'Tukwila Department of Community Developnietit 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 7661600210 Permit Number: DOS -156 Address: 5412 S 149 LN TUKW Issue Date: 06/07/2005 Suite No: Permit Expires On: 12/04/2005 Tenant: Name: ]UNCTION WEST - LOT 3 Address: 5412 S 149 LN, TUKWILA WA Owner: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON WA Contact Person: Name: DON TRYON Address: 8210 154 AV SE, NEWCASTLE WA Contractor: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCLO13DH Phone: Phone: 206- 355 -8909 Phone: 425 - 255 -6518 Expiration Date: 02/11/2007 DESCRIPTION OF WORK: CONSTRUCTON OF A NEW 2,360 SQ FT SINGLE FAMILY RESIDENCE, 612 SQ FT ATTACHED GARAGE AND 80 COVERED DECK AREA AND 96 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DISPERSAL TRENCH, SANITARY SIDE SEWER, WATER METER WITH SERVICE LINE, AND UNDERGROUNDING OF POWER. Value of Construction: $225,864.44 Fees Collected: $6,743.38 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N c 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: ! Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: IBC- Permit D05 -156 Printed: 06 -07 -2005 I� 1 Z Z �w QQ JU UO N J H N LL W g o Cl) a = W Z� �O Z�­ W5 �p O C � I— wW F- LL Z CO Z i s i i f i t 1 f I f t i i i Water Main Extension: Water Meter: ' � k City ox T ukwila w Steven M. Mullet, Mayor Department of Conin:uitity Developsieut 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 ** Steve Lancaster, Director Public: City Tuk ila Y w Steven M. Mullet, Mayor Department of Community Developnietit Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us Permit Number D05 -156 Issue Date: 06/07/2005 Permit Expires On: 12/04/2005 i Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 6 c , ' - — 5 i Print Name: IL 1, 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 s suspended or abandoned for a period of 180 days from the last inspection. i i Z ~ W � QQ 2 JU U Uo UJ to LL W 0 UQ U� = �-w Z Z o' w U ON w U — 0. 111 Z: E- _ 0 Z doc: IBC- Permit D05 -156 Printed: 06 -07 -2005 1J�W1LA, �Y _J �Q O g �Nk -... f 1908 CITY OF TUKWIL4 Community Developmen " Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 use SITE LOCATION . 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 ** CONTACT PERSON ��LL c l \lllr, "ajJ jJ J 14A l \V.. Site Address: S 1� J -+ �a LCe— Suite Number: Floor: Tenant Name: JUL U1 a'1 c�1 ( i& - — t &� New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: — 7g_� ; bA) Mailing Address: 4 ,0ox 14 J!� :4 lam 40 7 City State Zip 1. i Day T Mailing Address: ?2 (d t , AZEC 1c9 z ffe Gv - ` City Slate Zi E -Mail Address: �O �? �r�G�/Z �O Gt�t C S`FQ Fax Number: [ GEN9RALCONTRACTOR INFORMATION - '(Mechanical Contractor information on back page) Company Name: Mailing Address Contact Person R YO /i Building Perr", No. Mechanical Permit No. _ kM!!� Public Works Permit No. Project No. p -- 64(a �— City r yb /7 Day Te State E -Mail Address: e644 (2)04C 4 S - (r wcr� Fax Number: Contractor Registration Number: 1 yo JCL_ 6 0 _T H Expiration Date: Z — { { -- 0-7 * *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 wet stamped by Architect of Record Company Name: h'ei M M Mailing Address: 143 (6 13e(�P City State Zip Contact Person: ��PM K Ll ei Day Telephone: � �i 6`T 1 . -, Z� E -Mail Address: Fax Number: `Y 53�� .ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ��� °� A , ; , ; Mailing Address: 6.31 ( 2—( 2— 4 LJ Contact Person: WPvtct e 0, E -Mail Address: %permits plus\icc changes \permit application (7 -2004) Page City 'State Zip Day Telephone: / �Z 5 `77 Z-7 3 Fax Number: 4)-5 7� 5 Z07 � h0f4T1 �Ft�W'iM1MMIIV'�IM ":1wi0t2MMil'M'ft� '. Hrti SY. 3n.. µCP: 'n'Rih?i'X,�y.SK"S��Yt1XJ'{ M!7+41)i .. �1fL�P�V1 },M1l�f9�[M'�!RYfL'nF�Y,NJK i K�t�` . +n�a4SMi.+tlM1�` Iwvf_ _ t Z Z W QQ 10 00 J � U. w u-Q D _ d UJ z� �0 Z �5 U� OH WW H� U­ ..Z w U= o t " Z i i BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price). $ " tlSi L�Ex Scope of Work (please provide detailed information): Ou, 17e C ,,) lj e Valuation: $ 41,"i WAA e Will there be new rack storage? ❑ ..Yes 7. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches *For an Accessory dwelling, provide the following: Lot Area (sq ft): a,. Ago Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: i FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm E&None ❑ . Other (specify) ! Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No 1 es , attach list o materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Sae Data Sheets. J " f S P PP S9 ItY \permits plus\icc change \permit application (7 -2004) Page 2 Z i= Z �w aa JU 0 1n 0 CO LU J H NLL w O �Ei U_ Q to � = CY �W Z F- 0 Z W W U� O- 0 1— W W H O W Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la` Floor (� 2 2 "d Floor. 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 20 Uncovered Deck ! _ PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches *For an Accessory dwelling, provide the following: Lot Area (sq ft): a,. Ago Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: i FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm E&None ❑ . Other (specify) ! Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No 1 es , attach list o materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Sae Data Sheets. J " f S P PP S9 ItY \permits plus\icc change \permit application (7 -2004) Page 2 Z i= Z �w aa JU 0 1n 0 CO LU J H NLL w O �Ei U_ Q to � = CY �W Z F- 0 Z W W U� O- 0 1— W W H O W Z U= O Z PUBLIC WORKS PERMIT INFORMATION -- 206 -433 -0179 Scope of Work (please provide detailed in ormation) Fl e4 +0 5 w t Sao r d►4 �'p b-- - e co to vl j Call before you Dig: 1- 800 - 424 -5555 s 2r �. i Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wa r District ...Tukwila ❑... Water District # 125 ❑ .. Highline E] ... Renton ❑...Water Availability Provided Sewer District ! lgr..Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate E] ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which anviv): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that am lv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours 4c e fight-of-way Use - No Disturbance onstruction/Excavation/Fill - Right -of -way Non Right -of -way _\1- ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance 1 Total Cut 50 cubic yards El .. Work in Flood Zone `Total Fill 10 cubic yards `Storm Drainage '..Sanitary Side Sewer El.. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities El.. Curb Cut ❑ .. Channelization ' ❑ ...Frontage Improvements El.. Pavement Cut ❑ .. rench Excavation ❑ ...Trafc Control ❑ .. Looped Fire Line Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " ,1 Irrigation " Domestic Water " .Permanent Water Meter Size..." WO# :Zo QS ❑ ...Temporary Water Meter Size.. " j El '- Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private ., �i i Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: �, 5 2 2 / 7S0 tjc? q City State Zip Telephone: City State Zip \pemtits plus \icc changes \permit application (7.2004) d OIL Page 3 Z �Z ~ W UO W= S2 LL W O LQ to �. = �W Z F- Z o W UJ U �. ON 0H W H U- O iLl Z. U= O� Z MECHANICAL PERMIT INFO ATION — 206- 431 -3670 I MECHANICAL CONTRACTOR INFORMATION Company Name: v� C Mailing Address: Z2 cyf Ue Contact Person: J0 f F Pe r5o n 5 E -Mail City Statc Zip Day Telephone: 5 02 / 7 Fax Number: Contractor Registration Number: Pt°S rte�:_ ?� [ 3 - 04 Expiration Date: 0_3­09 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" OC' J Valuation of Project (contractor's bid price): $_2��. Scope of Work (please provide f r etailed information): U S4e C K 4r, 0� A ►- ��� Use: Residential: New ... V Replacement..... ❑ Commercial: . New .... ❑ Replacement..... ❑ Fuel Tyne Electric ..... ❑ Gas ....fy Other: 0 -3 HP /100,000 BTU Indicate type of mechanical work being installed and the quantity below: Unit.T e: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU 1 Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffus r 3 - 15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,00 U to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domt Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator- ComnAnd Other Mechanical <I0,000 CFM Equipment—— - I . PERMIT APPLICATION NOTES — Applicable to alt-pirmits -in -this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: /O O Print Name: � O k) (�q 0 (J Day Telephone: 0-66 35-5 Q Mailing Address: (D t544 tA A ve SC_ Cc S'7�I2 0Z � ?6 s City state Zip Date Application Accepted: Date Application Expires: Staff tials: //- /D - 05` \permits plus \ice changes \permit application (7.2004) Page 4 Z f =-- Z W 0 N CO W J = H N LL W O LLQ co :) = �W Z H !— O Z H W LLj U� N OH WW 2 1- — h- �" O �Z U= O~ Z t BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT Nk�N?E PERMIT # I If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: General Erosion .prevention Water ° Sewer zed, °T Storm water o 0 RECEIVED Road /Parking /Access CITY OF TUKWILA A. Total Improvements MAY 10 ZU05 3. Calculate improvement -based fees: • B. 2.5% of first $100,000 of A. 1 PERMIT CENTER 4. C. 2.0% of amount over $100,000, but less than $200,000.of A. •D-, 1.5% of amount over $200,000 of A. TOTAL PLAcMIEVIEW FEE (B +C +D) $ (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume S cubic yards Enter total fill volume z 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 10,0.00 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 �Z G I (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 RtiN+ J'" i% K# YM. FYtl` MJ�RS! tl` N. F', rts?, h4r „ g <�{CFt {�,x,7 m.r,u,`.mtt±+. Wnyr + i 1 z �Z W UO �o __ N u_ wo U_ S2 d = w z� z O. W U ON o F- w O ill z U= OF z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 25 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ 0 (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 mitt ation fee. Approx. Remaining Years Pavement Overlay and Repair Rate 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. GRAA6 Permit Review Fee $ 2 3 (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 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 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 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. i Approved 09.25.02 Z f4 d 3.18.03 5.13.03 0 evise 6. 1, z �w �U 00 N O J = �w w LL cl) = �w z� w ~ w U� O - D F- wW O z U N. z i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees f s � F 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter- Permanent* D. Water Meter- Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al j ao Total A through E $ 6 on' (9) 10. ADDITIONAL FEES A. R Water SSE yrtf� $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ �o G. Other Fees $ ' Z 2 Total through G $ (10) op DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ Z ag i i ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 3 Revised 03.18.03 Revised 05. 13.03 Revised 06.07.04 n z - Z 1 � 2 JU L) 0 N 0 Ww w= J H, LQ LL W O LLj S2 d = w f- _ z H- H- O w ~ w D O co, W W - tll z U =. O z 1 IO �; City of Tukwila 8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7661600210 Permit Number D05 -156 Address: 5412 S 149 LN TUKW Status: ISSUED Suite No: Applied Date: 05/10/2005 Tenant: JUNCTION WEST - LOT 3 Issue Date: 06/07/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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. 13: 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. 14: 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. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -156 Printed: 06 -07 -2005 r w- ..:t:i,:4.: :e�:i.; ��.i:.i�.,,:n�"r...i:lieinw..t ;TL+d:t;..waua � �.. y�.. / z Z �w 0 U) 13 to LU �_ H U) U. w I_J w? U) d = w f- _ Z �. H 0 Z E_ w 0p U 0� �H w LL — 0 Z U= O Z Mae City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of W Public Health - Seattle and King County (206/296- 4932). �U 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department N o of Labor and Industries (206/248- 6630). w i = J � 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, U. O any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits w presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the U_ Building Official from requiring the correction of errors in the construction documents and other data. co d =w 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** z F 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and ir- O w ~ completion of work at least 24 hours in advance. 5 U� co 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be off underground from the point of connection on the pole to the house. w w 22: Any material spilled onto any street shall be cleaned up immediately. U IL — z 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 v Co quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference o in permit fee prior to the Final Inspection. z 24: 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. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: All conditions of the Junction West Short Plat shall be met. Refer to Permit Nos. L02 -051 and PW04 -027. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries if applicable, that the work has been completed in accord with all geotechnical recommendations. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: ** *PLANNING DIVISION CONDITIONS * ** 29: Prior to any work commencing on the site, the applicant shall install a temporary erosion control fence along the 15 -foot buffer for the adjacent watercourse. Please call Brandon Miles at 206 - 431 -3684 to schedule and inspection once the fence is installed. 30: Prior to final inspection of the above project, the applicant shall construct a three -foot tall wooden split rail fence along the edge of the 15 -foot buffer. The applicant shall place signs on the fence noting the presence of the wetland buffer. doc: Conditions D05 -156 Printed: 06 -07 -2005 iwrrr�osw�..Y.. - ,ryt:�rss.r��nr�mu�n g City of Tukwila too Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: l� /�1U"� Date: Print Name: PC> c r U7 Z Z. D .� U U O: CO 0 J =: CO LL w �. LL Cl)d ? F— O Z LLJ 5 �p O N W W' = V . LL W Z ±O ~ Z doc: Conditions D05 -156 Printed: 06 -07 -2005 o * + yy1 M ®/ 1908 Parcel No.: Address: Suite No: f WATER METER INFORMATION 7661600210 Permit Number D05 -156 5412 S 149 LN TUKW Issue Date: 06/0712005 Permit Expires On: 03112/2006 UtJLM r i IUN Ut WUKK: CONSTRUCTON OF A NEW 2,360 SQ FT SINGLE FAMILY RESIDENCE, 612 SQ FT ATTACHED GARAGE AND 80 COVERED DECK AREA AND 96 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DISPERSAL TRENCH, SANITARY SIDE SEWER, WATER METER WITH SERVICE LINE, AND UNDERGROUNDING OF POWER. METER #1 METER #2 METER #3 ti Water Meter Size: Quantity: i Water Meter Type: Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal: Cascade Water Alliance (RCFC): Y 0.75 0 0 1 0 0 PERM 5204p05 $60.00 $0.00 $0.00 $490.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $15.00 $0.00 $0.00 $25.00 $0.00 $0.00 $600.00 $0.00 $0.00 $2,222.00 $0.00 $0.00 TOTAL WATER FEES: $2,822.00 Citv of Tukwila S teven M. Mullet, Mayor Department of Public Works James F. Morroiv, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206 -431 -3665 Web site: ci.tttkwila.wa.its Z 3: ,�-- w o � W � L) 0. W =; -J W O L a d �_ Z F- O Z j U(3 O =U u. O WZ U N O Z doc: PWWATER D05 -156 Printed: 10 -06 -2005 i 1 �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7661600210 Permit Number D05 -156 Address: 5412 S 149 LN TUKW Status: APPROVED Suite No: t CASCADE WATER ALLIANCE Applied Date: 05/10/2005 Applicant: 3UNCTION WEST - LOT 3 Issue Date: PW LAND ALT PERMIT FEE i Receipt No.: R05 -00832 Payment Amount: 5 Initials: SKS Payment Date: 06/07/2005 11:07 AM User ID: 1165 Balance: $0.00 Payee: TRYON CONCEPTS, LLC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 3668 5,113.21 ACCOUNT ITEM LIST: Description Account Code Current Pmts t------------------------ - - - i BUILDING - RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 2,106.42 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 11.25 PW PLAN REVIEW 000/345.830 .25 STATE BUILDING SURCHARGE 000/386.904 4.50 i WATER - ALLENTOWN /RYAN 401/379.004 145.29 j WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 i WATER TURN -ON FEE 401/343.405 25.00 Total: 5,113.21 j 3906 061007 971E; TOTAL 14503•16 doc: Receipt Printed: 06 -07 -2005 z iF Z W u�l � U0 U) 0 w LU LL W O J W ¢. = �W Z f! ` 1— O Z f}•-. W W U� ;0 �: D F- WW —O W Z UN H H: O Z Xg City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Permit Number D05 -156 Address: Status: PENDING Suite No: Applied Date: 05/10/2005 Applicant: ]UNCTION WEST - LOT 3 Issue Date: Receipt No.: R05 -00666 Initials: BLH User ID: ADMIN Payment Amount: 1,630.17 Payment Date: 05/10/2005 01:03 PM Balance: $2,145.42 i Payee: TRYON CONCEPTS LLC TRANSACTION LIST: Type Method Description Amount Payment Check 3651 1,630.17 ACCOUNT ITEM LIST: Description Account Code Current Pmts s ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,369.17 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 11.00 Total: 1,630.17 1 I T) 05/ 10 ':' 1� 5 1 ��'i ; 't.. ludEi u u doc: Receipt Printed: 05 -10 -2005 z w J U U O; w= cn LL. w O gn LL a � d ZR . 2p ,O — C3 H. W w' `- LL W z . U O 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 (206)431.3670 Projec • Uoo � &m Ou'li- ��� Type of Ins ectio n w t t ✓ICCK Address: 15'11 Date Called: 6) *,' 0 (, Special Instructions: Date Wanted: a m M. Request ' �� � t ✓f r/Yl Phone No: �� aApproved per applicable codes. Corrections required prior to approval. y ss w. COMMENTS: 3. 27 c.T ST4 jf_A,;�-Cyc I� 0b .,r �. Inspector: Date: ,.. L 9 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z = Z� OC � 7 JU UO N CO N O 2� I N = W H z �. Z O. W 5 U� O N. O H- W U J U UO z W �' O z II INSPECTION RECORD Retain a copy with permit (' INSPEMON NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 r i. E x C Pro'e � 1 1 Type of Inspectio : Z: 2 Address: Date Called: SpecW Instructions; to Wanted: � � j a.m. 'a...�•dKj p.m. Requester: Phone No: i I LVApproved per applicable codes. Corrections required prior to approval. R. COMMENTS: 1 s r . . i ' i Inspector Date: s _,)'' I X, I $58. REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z QQ = '~ Z W J U. U O N J H S2 LL WO �J N d = W fi— _ Z � fF- O Z H W U 0 OC O 1-- WW HC.) W Z U C) I= _ O z INSPECTION RECORD _ Retain a copy with permit INSPEC71ON N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: "I � t Type of Inspect iori; Address: Date & CP Tp In ructions: Date wanted. -/ _ a. . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. ti MMENTS: Inspector `- Date: ri : r $58.00 REINSPECTIdA FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ; .., Receipt No.: Date: Z Z � W W i UO U) o W = H NLL U - to = �W Z f- ' t— O W ~ LLI �O U C)'— CO) D F-. W W. F V. LL Z W N H =: O 1- Z INSPECTION RECORD Retain a cop with permit INSPEV UN NO PERMIT NO. CIT) TUKWILA BUILDING DIVISION 6300 Southicenter Blvd., #100, Tukwila, WA 98188 (20 ) 1. 67 ! Af: Project* 01 )� Ad2 Type of Inspection: )-7 Address: /L Date Called: Special Instructions: Date Wanted: el. �M.' M Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: < R eceipt No.: Date: I I Fe: Date: 7— 8 REINSPECTION EE REQU IRED. r to inspection, fee must be paid at 6300 Southcentir Blvd., Suite 100. Call to sechedule reinspection. Z 11-: Z W 5 U 0 ND 0 W. W X, J l.- CO LL WO LL (0 CY W 0 Z I— 5 W UJ L) LL: I jj Z (0 ,Z. INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION '0!� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Proje; , NIL -nJ �':��' Type of I pection: p,, //^7/ Address: Date Called: Special Instructions: Date Wanted: / " Z 7 � C p.m. Requester: Phone No: Fl Approved per applicable codes. n Corrections required prior to approval. e f A 3 i Inspec r Date: 2 7 4-6 $5 .00 REINSPECTION FE REQUIRED. Pri to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Reirelpt No.: Date: Z W S G UO Cl) Cl CO) LU W = C/) L WO LL C0 = F. W Z H. H O W F- 5' U� O N OH WW LL O W Z. U= O~ z INSPECTION RECORD Retain a copy with permit bo-1 INSPECYION NO. 'T N 7 CITY OF TUKWILA BUILDING DIVISION 63W Southcenter Blvd., #100, Tukwila, WA 98188 206) - 36 A ' ProjeZ % c Type of j_Upection: Address: Date Called: Special Instructions: Date Wanted: a M. 3 - 2-2 25! a Requester: Phone No: Recei No.: I Date: Z W U 00 Cf) a co LU LLI J CO) LL W O 2� 9-1 U- W Z I- 0 W H W LU 5 Cf) 0-- a E- LLJ W Lll -0� N PX I 0 Z S Approved per applicable codes. Corrections required prior to approval. '�J INSPECTION RECORD Retain a copy with permit INSPECTION NO. P No . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 206)431 - Phone No: Q Approved per applicable codes. Corrections required prior to approval. Project: I ­1 tic 4'JA_.j 6uletgl Type of Inspection: 4,0 o'- ) A _ Ad i � ss: Date Called: Special Instructions: Date Wanted: 3 Z -2 0 p.m. Requester: COMMENTS: I Receipt No.: Date: � 0 8 Date: � 00 REINSPECTION FEE R �or to i inspection, fee mu i � - or to in , sp must be a at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z U 0 O Co to LU U) LL WO 2 �' 9-J LL < N =) Cy LU Z F_ O W H. LLJ 5 0 co W W LL 0 W z L) W 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Tyne of Inspection: �J'vJ'lt' Address: f h 1 5. 1 4 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: t,k flc-4 o Al l 6rc c.. 2 , "t, 5644 bc i ic(-t (A OU-1 f vii, Receipt No.: Date: L " paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z Z . U O � 0 : UJ L J U) U- WO U - N m. T �— W Z� F- O. Z F- W W U� O co � F- : W UJ S I-- FU-- U- O w z Xa O Z - If: r 7-7 INSPE CTION RECORD _57 I Retain a copy with permit- INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Soutli'center Blvd., #100, Tukwila, WA 98188 (206)43,1-3670 11 Pronje t: '57 Type 9f Inspection: JZ Address: Mite Calf d: Special Instructions: Date Wanted_ a.m. A . Requester � Phone No: Approved per applicable codes. Corrections required prior to approval. MMENTS: V rf IN. N )ectdr/. Date: � 80 REINSPECTION FEE R QUIRED. Prior o inspection, fee must be i at 6300 Southcenter Blvd., Suite 100. Clit to sechedule reinspection. e' at No.: I Date: Z 3: Z ix LU _3 0 () 0 CO) C3 Cf) Uj W i U) U. W O LL f. IU z z tu Lu. Cf) 0 Q LU 0 LLI Z: 0 Z �� INSPECTION RECORD �� _� � Retain a copy with permit INSPECTION NO. PE 0' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 � ' L-1 - - - L2T F !!f rApprovedperapplicable codes. 1:1 Corrections required prior to approval. ICOMMENTS: Inspector $58.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: zt: Pro Zo -7-Z Type of Inspection. A/1 Aftress: L/ Datd CAlle d: Special Instructions: Date Wanted- M. .M. Requester P, N Z Z� LLI _3 L) L) 0 Cj) a co LLJ W 3: J F- CO) U_ WO 2 � 9 _j LL W 0 Z F- III UJ gy = p CO) O 1,— WW 0 Z'. C0 X � 0 �­ Z .' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. rA CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ject: ? Type ( spection: Address: � Date C Specia ' I structions: Date Wanted: rr�11 ".M. 0 P .M. F eq e r e o: ao Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 4J4 // i1./ /A T P ev,- 9 r, ,r r' Inspe r: Date: l J UU REINSPECTION EE REQUIR . Prior to.inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. ceipt No.: Date: f' e: I :d:h'�.'1..',�;;,.4 +:r ..... Feu •:t.+d;x.;ii[[:r:r..S....:z.u: ..`.rs— :.,....:Sft ;s:7:.�+i ... _ I Z I z ' W I C J V UO. N �. Cl) L WO LL ¢ Nd = W H Z� ' HO W ~ W U� O N o I— W W. O W Z C.) C0 O Z k!,`^+" � ry..k , ^'.T .1�*. ., r . i. r _ r .. � . .. r. c .•....y.hy. ml+�r i � . w..n4 I C� INSPECTION RECORD �N Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 ,Tukwila, WA 98188 (206)431 -3670 P oject: _ 3 Type of „Inspection: A ., r d ss• � � t Date Called: S pecial nstructions: Date Wanted: ( .m f a 0 p.m. Requeste . q e Ph U`V Le —35 5 c,5 W / i Approved per applicable codes. a Corrections required prior to approval. COMMENTS. \ 4 i i I i t. I Inspecto Date: rl A JfAA REINSPECTION I& REQUIRED. Prior to inspection, fee must be aid t 6300 Southcenter Blvd., Suite 1 C 0. Call to schedule reinspection., Rece p No.: Date: s Z �Z '~ W it C UO C0 a J CO u_ WO LL c W Z� H O W F- W U OS ❑ I-- W Wi u. O uj Z, UCO O Z Approved per applicable codes. Corrections required prior to approval. ...._ i... �.... �_..Y_. �f _.._N _...w ..... ._. _. .... .... .. ... _ .. .._, 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 -367gi J!" oject: In Type of Insp Lion: Address: • LK ate Called. 1� fXID S cial I structions: A JA /N Date Wanted:m r Requester: �l.V ..74�/�/7 �•� Phone No: COMMENTS: /. r /*V 12 r "A A JA /N �l.V ..74�/�/7 �•� r DO REINSPECTION'fEE REQUIREq Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W QQ J U U O Cl) J = Cl) u 0 J u_ N Z X ZO W 2 5 U� Cl)_ ZI N WW Z I— ~; U- O 11 Z. CO 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 Projec • vnc 14405 -t - Type of Inspection: Address: :5 .�� Date Called: dg /3o1Us Special Instructions: Guyer Y97e�� ��`� s - Date Wanted: / ())C)3 0 5 p.m. Requ - 16 , Phone o: Approved per applicable codes. OCorrections required prior to approval. } COMMENTS: WAP -" Q Inspector: 6A-7/ / Date: �l v $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspects Receipt No.: Date; Z �_- Z aa W W� 0 CO) J � CO) u- 0 u_ Q N� = �W ? F I- O W F- �o U 0 H W W F- LL. O lil Z F= _ Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter'Blvd., #100, Tukwila, WA 98188 (2 61431 -3670 Proje t: Type of. Ins ection: Address: �y�� Date Call : _ Special Instructions: Date Wanted: — / `,_ Request r rZ b Ph ne No: a R Approved per applicable codes. Corrections required prior to approval. COMMENTS: nsp or: uat ---�'� $58 00 REINSPECTION FEE QUIRED. Prior t inspection, fee must be pa' at 6300 Southcenter Blv ., Suite 100. Call to sechedule reinspection. tet�ipt No.: IDate: Z �Z U W= �U WO LLQ =d F- W ZF- 1= O Z h-' �5 U0 O -. 0 1--. WW F: LL W Z U= O Z INSPECTION RECORD T"f I Retain a copy with permit P1 -) INSPECTION NO. PERMIT No. - P�Ak - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '(2o6)43t 1=3670 Pr0j9ct: A� ress - q q/ — I Lit Date Called: Speciff Instructions: Date Wanted: p.m. Requester: 10ne 3 NO ) 3 Receipt No.: I Z Z W L) 0 Cj) co W LL� W 0 LL Cj) Cy. Z WO I-- W LU 5 co �C) WW X I-- LL z CO. Z U off $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. INSPECTION RECORD � D Retain a copy with permit (��-'��A CTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r j Approved per applicable codes. Corrections required prior to approval. COMMENTS: i i Inspect vate: " ` $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Prod ct: ape Inspe ion: d ss Date Called: Special structions: Date Wanted: V p.m. Requester: Phone No:� Receipt No.: Date: Z W QQ� _ JU 0 Q W = C0 U W O 9- W Q N � F W Z � I— O W F- W U� O cf). W U f- W Z 111 (1) U— F= � O Z INSPECTION RECORD Retain a copy with permit 1: INSPECTION NO. PER 140,1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro7jctl xt Type of Inspection: Address: 15 Date Called: 7 , Special Instructions. Date Wanted. — (--2 s:5 Requester: Pho No: D Approved per applicable codes. FI Corrections required prior to approval. $58.0DFREINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sethedule reinspection. Z Z w QQ JU 00 CO 0 V) LLJ W 3: J CO LL WO 2 � 9 -j LL to Cf z 1 0 Z F- W W CO. 0— W X 0 Z W C0 C.) P:r. 0 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 Pro' ct: ( I+ �'V Type of Inspection: Address: -5t11 5 Date Called: Special Instructions:- � �- Date Wanted: a.m. t 1 4 l P.M. Requester: J cJ2^- Phone No: 1 MApproved per applicable. codes. Corrections required prior to approval. W COMMENTS: UJ/ D o.. v o �) Inspector: Date: —7 � v Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z IZ '~ W U O CO 0 w= CO L W O. LL Q N� = a W Z Z W - w U D F— W H HU'- W 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 Pi ct: Type of Inspection: per applicable codes. Corrections required prior to approval. COMMENTS: r77 t , r 1. Inspector: r j 1 Date: r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: I ( I I I� Pro• ct: Type of Inspeetlon: Address: Date Called: Special Instructions: Date Wanted: a.m. P.M. Z �Z W J U' UO N C0 LU J :C N LL W O 2 �. 9 -1 LL Q UD T Z� Z o. W 5 U0 O �. 0 F_ W S LL 0 O W Z 0 C0 F= _ O 'Z Requester: Phone No: Z �Z W J U' UO N C0 LU J :C N LL W O 2 �. 9 -1 LL Q UD T Z� Z o. W 5 U0 O �. 0 F_ W S LL 0 O W Z 0 C0 F= _ O 'Z INSPECTION RECORD Retain a copy with permit O S INSPECTION NO. PER NO. S CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oject: T e of I fiction: v � 1 , Address: L� Date Called: - 7 1 t 0 Special I structions: - L _ Date Wanted: a.m 227 S p.m. Requestef: c u " Phj6ne Irao Approved per applicable codes. FI Corrections required prior to approval. • r In ec r: Date: M REINSPECTION FE REQUIRED. Prig to inspection, fee must be 0� at 6300 Southcenter B vd., Suite 100. Call to sechedule reinspectiol Receipt No.: — F te: — 71 Z W UO ND w= J F-. CO LL u , O 9 -j: LL to _CY �. W Z F- W 5 U� O N O� W Uj H� u. O. W Z U= O Z INSPECTION RECORD v Retain a copy with permit �� �� s INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)4 1 -3670 Prol ct: Type o_ inspection: C7 -� t Ad ss• , t Date Called: _ ��- Special Instructions: Date Wante . L, (a.m .m. Requester: \` Phone No: O Approved per applicable codes. FI Corrections required prior to approval. i naN - av vwaa.. P,Pai .00 REINSPECTION F E REQUIR . Prior to inspection, fee must be d at 6300 Southcenter lvd., Sui a 100. Call to sechedute reinspection. Receipt No.: I Date: e Z QQ S � W' JU UO 0 w� CO L W O L L C d = W ZH I— O Z H W U O C W W F U u- 0` W Z N z INSPECTION RECORD "`'''' f Retain a copy with permit�� INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION . . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (20 X431 -3670 Pro' ct: GCS � Type of Inspection: -d LG Addr ss: f / Date Called: - , t? r Special Instruc I �p AL Date anted: _ -- z2 m. Requ r. Phone` No: 3" F Approved per applicable codes. Corrections required prior to approval. COMMENTS: r P Ci J , Receipt No.: Date: I Z �Z � W f � JU U0: W� NLL W 0 U. = �W Z i f- O W LLJ �O O Cl) ' O F_- WW L o. LLI Z U= O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. w 4 3 M - 4 N 7117 eN � e l� fop, P CoDe cov�qugAc' SUN uk RECEIVED CITY OF TUKWILA MAY 10 ZUU5 PERMIT CENTER Prepared By: Glenn S. Steiner, Architect now - 14311 SE 16th Street. TeClevue, W% 98007 1.800.888.4517. (425)641-5D 20.fax: (4 www.0 a yyferhomeyCansxom ,11112 KAPPI Elk AHL 141 JU, I your comyCere (iomey Ca nning resource FILE C*ff VERTICAL ANALYSIS For: Tryon Concepts Plan#06279.1 0 (job #05036.00) 4 4 11 w 4 3 M - 4 N 7117 eN � e l� fop, P CoDe cov�qugAc' SUN uk RECEIVED CITY OF TUKWILA MAY 10 ZUU5 PERMIT CENTER Prepared By: Glenn S. Steiner, Architect now - 14311 SE 16th Street. TeClevue, W% 98007 1.800.888.4517. (425)641-5D 20.fax: (4 www.0 a yyferhomeyCansxom ,11112 KAPPI Elk AHL 141 JU, I your comyCere (iomey Ca nning resource FILE C*ff VERTICAL ANALYSIS For: Tryon Concepts Plan#06279.1 0 (job #05036.00) m - 1 Ti-eee e f4 e -AVk� yahaeusv Busnas 3 1 /2 X n meB.16SedalN% 11 1/4 2.0E Parallam@ PSL User: I 112MOO610:10-49 AM Pagel EnglneVerslon:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' Member Slope: 0M2 (Roof SlopeOM2 Overall Dimension: 10` s - i l � 7 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' # Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 138.0 To 0.0 82.0 To 0.0 2' To 10' Adds To Uniform(pif) Snow(1.15) 138.0 82.0 0 To 2' Adds To ! Uniform(plf) Snow(1.15) 25.0 15.0 0 To 4' Adds To Point(lbs) Snow(1.15) 650 390 4' - Uniform(plf) Snow(1.15) 125.0 75.0 4' To 10' Adds To Point(lbs) Snow(1.15) 850 510 10' - Point(lbs) Snow(1.15) 1338 857 1a - I SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" -679 /-117 / -798 /-798 L1: Blocking 1 Ply 11/2" x 11 1/#'1.5E TimberStrandO LSL 2 Wood column 3.50" 3.09" 4971 / 3148 10 / 8119 L5 None r -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4485 4134 8754 Passed (47 %) Right OH under Snow loading Moment (Ft Lbs) -12574 -12574 20666 Passed (61 %) Right OH under Snow ALTERNATE span loading Live Load Defl (in) 0.150 0.210 Passed (20504) Right OH under Snow ALTERNATE span loading Total Load Defl (in) 0.235 0.315 Passed (20322) Right OH under Snow ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis Include alternate member pattern loading. - Design assumes adequate continuous lateral support of the compression edge. i PROJECT INFORMATION: OPERATOR INFORMATION: Wycliffe Ridge Glenn Steiner KAPS Plan #60279.10 Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 Fax :(425) 641 -5318 glenns @kapplerhomeplans.com r Copyright O 2004 by True Joist, a Weyerhaeuser Business ParallamV is a registered trademark of Trus Joist. 1 L. \Kps \60 \60279 \bm l.sms Z W JU vo moo. J F NLL W �QQ U_ =w Z }— ZO U� 0 H W W. H U. U. ~O W Z U= O Z. r � �� bm_1 TJ- Been86.16Seda1Nu 113051 3 112" x 11 1/4" 2.0E Parallam@ PSL S User.1 1/21/200510;10:49 AM Paget Engine Version: 1 .16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN t CONTROLS FOR THE APPLICATION AND LOADS LISTED 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 tie 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. -'HIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. j Operator Notes: Beam over entry stairs. PROJECT INFORMATION: Wycliffe Ridge KAPS Plan #60279.10 Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Parallama is a registered trademark of True Joist. L: \1(ps \60 \60279 \bm 1.ams OPERATOR INFORMATION: Glenn Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 Fax :(425) 641 -5318 glenns @kapplerhomepians.com Z ,= Z W' UO N C w= CO) O W ' �Q N �. _ CY:. W H _ Z I.. I- O `Z I--: �p O CO W Uj u_ ~O:. L11 Z U N; O ~` Z e �7 bm_1 TJ 8 ssmS6.16SedalNuumber'70 4 j8p5W 3 112" x 11 114" 2.0E Parallam® PSL User 1 1/21/200510:10:49 AM P89e3 EnglneVemlon:1.16.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 6' 8.25" ^ 3' 1.75" Max. Vertical Reaction Total (lbs) -798 8119 Max. Vertical Reaction Live (lbs) -679 4971 Required Bearing Length in 1.50(W) 3.09(S) Max. Unbraced Length (in) 120 120 120 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) -269 -1257 1600 Max Shear (lbs) -137 -1409 1739 .Member Reaction (lbs) -137 3148 Support Reaction (lbs) -117 3148 Moment (Ft -Lbs) N/A -4860 N/A Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -705 -3251 4134 Max Shear (lbs) -373 -3634 4485 Member Reaction (lbs) -373 8119 Support Reaction (lbs) -321 8119 Moment (Ft -Lbs) N/A -12574 N/A Live Deflection (in) -0.036 0.135 Total Deflection (in) -0.058 0.220 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -128 -2674 2867 Max Shear (lbs) 204 -3057 3112 Member Reaction (lbs) 204 6170 Support Reaction (lbs) 256 6170 Moment.(Ft -Lbs) 66 -8717 N/A Live Deflection (in) -0.010 0.053 Total. Deflection (in) -0.030 0.138 ALTERNATE span loading on even , # spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -1064 -2831 4134 Max Shear (lbs) -832 -3098 4485 Member Reaction (lbs) -832 7583 Support Reaction (lbs) -798 7583 Moment (Ft -Lbs) N/A -12574 N/A Live Deflection (in) -0.047 0.150 Total Deflection (in) -0.069 0:235 PROJECT INFORMATION: Wycliffe Ridge KAPS Plan #60279.10 Copyright m 2004 by True Joist, a Weyerhaeuser Business ParallagO is a registered trademark of Trus Joist, L:\Kps\60\60279\bm OPERATOR INFORMATION: Glenn Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641-5320 Fax :(425) 641 -5318 glenns @kappierhomeplans.com Z Z �Q tl.l . W� JU 00 (n 0 . W = J �— N W W O U. Q 0 _ Cy W Z H 1•- O Z I— 2 � U O N ;0 H W UJ H H LL 1-- 11.1 Z: U= O Z... bm 2 W- Bearrog)8 .16 Serial Number 770041130551 3 112" x 91/2" 2.0E Parallam® PSL Pagel Engl e 6.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof SiopepAl2 f L , 521 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 125.0 75.0 5' 9" To 10'3" Adds To Tapered(plf) Snow(1.15) 100.0 To 0.0 60.0 To 0.0 2' 6" To 10'3" Adds To Uniform(plf) Snow(1.15) 300.0 180.0 0 To 2'6" Adds To Point(lbs) Snow(1.15) 1350 810 2' 6" - Uniform(plf) Snow(1.15) 100.0 60.0 0 To 5'9" Adds To SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live /Dead/Uplift/Total 1 Stud wall 3.50" 2.77" 2543 / 1578 / 0 / 4122 N/A N/A N/A L1: Blocking 1 Ply 1 1/4" x 9 1/2" 1.3E TimberStrand® LSL 2 Timberstrand LSL 3.50" Hanger 1338 / 857 / 0 / 2195 1 9.50" N/A H6: Top Mount None Beam Hanger -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,H6: Top Mount Hanger HANGERS: Simpson Strono - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Top Mount Hanger W149.5 0112 0 N/A No 0 N/A - Nailing for Support 2: Face: N /A, Top 2-16d, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4007 3374 7393 Passed (46 %) Lt. end Span 1 under Snow loading Moment (Ft -Lbs) 7545 7545 15016 Passed (50 %) MID Span 1 under Snow loading Live Load Defl (in) 0.170 0.326 Passed (U693) MID Span 1 under Snow loading Total Load Defl (in) 0.276 0.490 Passed (U425) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Wycliffe Ridge Glenn Steiner KAPS Plan #60279.10 Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 Fax :(425)641 -5318 glenns @kapplerhomeplans.com Copyright 0 2004 by True Joist, a Weyerhaeuser Business Paralla" and TimberStrandQD are registered trademarks of Trus Joist. Simpson Strong -Tiem Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. L:\Kps\60\60279\bm Z i� il— w . JU 0 ND W =` J � CO) W. WO LL. ?. � � W Z� i-- O Z I-- �5 U� O N 0 F- W W. H �. — 0 LLI Z U =� O Z bm_2 T,1436=86.18 Serial Number'700 3112 91 X 9 112" 2.0E Parallam@ PSL User: EngineVereon:1.16.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - (MPORTANTI 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 UBC analyzing the TJ Distribution product listed above. Oaerator Notes: Beam over entry. PROJECT INFORMATION: Wycliffe Ridge KAPS Plan #60279.10 OPERATOR INFORMATION: Glenn Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 Fax :(425) 641 -5318 glenns @kapplerhomeplans.com ` Copyright O 2004 by True Joist, a Weyerhaeuser Business Parallamb and TimberStrandl) are registered trademark& of True Joist. Simpson'Strong -Tie79 Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. i L: \Kps \60 \60279 \bm 2.sms i i a Z tZ J U'' cU O to � W= J N LL' WO J U. Q N :) T O W l— O Z 1—: W W �p 'O N' =U LL- H O W Z V N O h . Z e r~o bm 2 TJ-Beamt 6.16 Wal Numb051 3 112 X 9 112" 2.0E P a ra I la m® PS L user 1 1/21/200510:06:23 AM x, Page3 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group s't ^ 91 9 n Max. Vertical Reaction Total (lbs) 4122 2195 Max. Vertical Reaction Live (lbs) 2543 1338 Required Bearing Length in 2.77(W) 1.50(W) ;5 Max. Unbraced Length (in) 123 Loading on all spans, LDF = 0.90 , 1.0 Dead ;i Design Shear (lbs) 1291 -743 Max Shear (lbs) 1534 -827 I Member Reaction (lbs) 1534 827 'a Support Reaction (lbs) 1578 857 Moment (Ft -Lbs) 2896 to . Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 3374 -1911 Max Shear (lbs) 4007 -2121 �. Member Reaction (lbs) 4007 2121 Support Reaction (lbs) 4122 2195 Moment.(Ft -Lbs) 7545 Live Deflection (in) 0.170 ( Total Deflection (in) 0.276 Z': W. QQ �. W� U W :r CO) LL WO LL Q cf) d H W Z = I- O Z H D Q O O H W W H U. U. 0 111 Z. t3 N Z PROJECT INFORMATION: Wycliffe Ridge KAPS Plan #60279.10 OPERATOR INFORMATION: Glenn Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 i Fax :(425) 641 -5318 f glenns@kapplerhomeplans.com I Copyright m 2004 by Trua Joist, a Weyerhaeuser Business ParallamS and Timberstrands are registered trademarks of Trua Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. W \Fps \60 \60279 \bm 2.sms �QO�t�tdl�D JUN - 3 2005 4 aof Tukwila BUILDING DIVISION REED & ASSOCIATES, PS s Civil & Structural Engineering W. 8311 -212th St SW Edmonds, WA 98026 Office (425)778 -2793 Fax (425)775 -2073 STRUCTURAL CALCULATIONS FOR: Kapp Architects REVIEWED FOR Wycliffe Ridge CODE COMPLIANCE 2 Story SFR Lateral Only FILE Colt' CITY RECEIVED No. MAY 10 r PERMIT CENTER 1N 1 NOT VALID WITHOUT A WET SIGNATURE ( i j 1 i wAS tii,�� 07 t EXPIRES 5 -27- �) f i i WENDELL E. REED, PE, CBO i 2003 IBC (1 JOB # 05 -262 Date Eng # Desc. 3/21/2005 AS 2 original calculation A05 -1542 z 2 �w aa JU U0 L 0 U S2 w 0 L L Cf) D = W z� 1- O W ~: U � oI-- w u' 0. W z _. O~ z Lateral Analysis IBC 2003 R &A Job #: 05 -262 Description: Wycliffe Ridge Engineer: AS Governing Code: 2003 International Building Code all references in right margin are 2003 IBC unless specificly noted otherwise. [Page numbers] 1603.1 General Design Criteria x2691 4 Roof Walls Floors Snow Partitions Live Load (ps0 25 40 25 Dead Load (psfl 15 10 10 0 10 1603.1.4 Wind Design Criteria (2701 1. Basic Wind Speed 85 mph F 1609 [284] 2. Wind Importance Factor IW 1.00 T1604.5 [272] 3. Wind Exposure Category "B" 1609.4 [290] 4. Internal Pressure Coefficient +/-55 ASCE 7 F 6 -5 [49] " 5. Components and Cladding design pressure +/ -10 psf 1609.6.2.1 [291] 1603.1.5 Earthquake Design Data (2701 1. Seismic Importance Factor I 1.00 T1604.5 [272] 2. Short Period Acceleration S 1.25 s 1 F1615 304 (Jf 1 ? 2. 1- Second Accelleration S, 0.4 F1615(2) [304] j 3. Site Class D T1615.1.1 [322] 4. Spectral response coefficient Sos 0.83 EQ 16 - 38140 [322] 4. Spectral response coefficient Sp 0.43 EQ 16- 39141 [322] 5. Seismic Design Category D 1616.3 [326] 6. Seis. Force Resisting System 1. K. T1617.6.2 [334] 7. Design Base Shear 11154 Ibs 8. Seismic Response Coefficient C 9. Response Modification Factor R 6.5 T1617.6.2 [334] 10. Analysis Procedure used Simplified 1617.5 [331] { Table of Contents 0.0 General Lateral Design Criteria I i 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads ! 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction i 6.0 Shear flow calculations 7.0 Appendix Z - Z. JU UO CO 0 wi F- CO U. w O J LL ?. S2 H= z� �O w ~ w 7- =). Uc) CO O- W u1 H P :ul Z N H H Z Version 7.0 Pg 0.1 i Wind Design (Method 1) IBC 2003 Simplified Wind Load Method 1609.6.2 (2911 Basic Wind Speed 85 mph 1609.3 [289], F1609 [284] Wind Exposure Category B 1609.4 [290] Wind Importance Factor 1.00 1609.5 [290], T1604.5[272] Height & Exposure Adjustment X = 1.00 T1609.6.2.1(4) [297] Wind Pressures 1609.6.2.1 (2911 D P S =,% -1 W * P s30 EQ 16 - 34 [291] Minimum pressures shall not be less than assuming the pressures for 1609.6.2.1.1 [291] zones A, B, C, & D all equal 10 psf, while zones E, F, G, & H all equal zero. G O H Roof Pitch 7 :12 or 30.256 degrees 8.80 Ridge Elevation 28 ft 7.00 Eave Height 17 ft -7.80 Mean Roof Height, h 22.5 ft 1609.2 [289] Zone Pressures,1 1.)1Ls3o) T1609.6.2.1MI2941 -5.20 Horizontal Zones Areas & Forces. Fx F1609.6.2.1 [2921 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F X7 71 (p sx'X) x =A Diaphragm N = 2) I.h.d. (ft) = 40 a (ft) = 4 Areas 2a (ft) = 8 Forces Diaphragm (x =1) I.h.d. (ft) = 50 a (ft) = 5 Areas 2a (ft) = 10 Forces Front to Rear 85 Horizontal Pressures Vertical Pressures Over han s D 0 A B C D E F G H E OH G O H 1 12.90 8.80 10.20 7.00 1.00 -7.80 0.30 -6.70 -4.50 -5.20 2 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 -2.80 -4.50. -5.20 Horizontal Zones Areas & Forces. Fx F1609.6.2.1 [2921 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F X7 71 (p sx'X) x =A Diaphragm N = 2) I.h.d. (ft) = 40 a (ft) = 4 Areas 2a (ft) = 8 Forces Diaphragm (x =1) I.h.d. (ft) = 50 a (ft) = 5 Areas 2a (ft) = 10 Forces Front to Rear A B C D 64 102 96 195 Fx = 4067 Fxmin = 4570 .Front to Rear A B C D 160 80 300 180 Fx = 5124 Fxmin = 4600 Side to Side A B C D 64 80 130 180 Fx = 4116 Fxmin = 4540 Side to Side A B C D 180 1 300 Fx = 5382 Fxmin = 4800 Z ;= z W JU U0 w= J �— N u... w 2�: LL< U) D = w F- F' !— O Z F- U r: O N 0 F- wW H � LL w Z U =. O Z Version 7.0 Pg 1.1 Seismic Design IBC 2003 Site Clasification. Criteria Selection. & Minimum Desiqn Lateral Force 1615. 1616. 1617 Seismic Use Group 1 1616.2 [326] Seismic Importance Factor I 1.00 T1604.5[272] Seismic Design Category D 1616.3 [326] Site Class D T1615.1.1 [322] Short Period Acceleration S 1.25 F1615(1) [304] 1- Second Acceleration S 0.4 F1615(2) [304] Seis. Force Resisting System 1. K. T1617.6.2 [334] Response Modification Factor R 6.5 T1617.6 .2[334] USGS Probabilistic Hazard Lookup Link htto:// eaint. cr .usgs.gov /eo /html /Ziocode.html Design Spectral Response Acceleration Parameters 1615.1.213 [3221 Site Coeffiecient, Fa 1.0 T1615.1.2(1) [323] Site Coeffiecient, Fv 1.6 T1615.1.2(2) [323] Substitute equations 16 -38 & 16 -39 into 16-40 & 16-41 respectively, S DS = 3 • F a • S S S = 0 .83 EQ 16 -38140 [322] 2 S + Sp 1 =0.43 EQ16- 39/41[322] Simplified analysis. Seismic base shear 1617.5 [3311 1.2 •S DS V= •W EQ 16 -56 [33 11 R Vertical Distribution, Forces at each level 1617.5.2 [3321 1.2 DS F = 0.154 X w, Fx= 'Wx EQ 16 - 57 [332J R Effective seismic weight & Forces (lbs) at Level x Diaphragm (x = 2) Fx = 5023 roof area (fe) floor area (fe) story height (ft) wall length (ft) w x 1510 1380 8 250 weight (Ibs) 22650 0 10000 32650 Diaphragm (x = 1) Fx = 7469 roof area (ft floor area (ft) story height (ft) wall length (ft) wx 850 1380 8 300 weight (Ibs) 12750 13800 12000 48550 3 Version 7.0 Pg 2.1 ti . i l' Z W � JU UO U W = iF- CO U. w 9-1 U_ Q cf) D = CY �W Z� �_O Z�_ 25 U� O o F- WW F- U . u_ f' —O Iw Z U= 0 1— Z Allowable Stress Design Loads For Wood IBC 2003 Design shall resist the applicable load combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on Principle of Mechanics. Design per Alternative Basic Load Combinations 1605.3.2 [2741 For worse case effect with wind load, L & S shall be zero. Equations 16 -14, 16 -15, & 16 -16 become, D + (O W Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two- thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 0.9 D + E/1 .4 , substitute Equation 16 -51 for E (pQE -0.2 SDSD 0.9 D + , simplify & arrange variables 1.4 l (0.9 -0.14 S ) D+ P DS/ Q 1.4 E Where QE equals F,, of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, j Wind Design Loads, 1.3 Fx i j i i Seismic Design Loads, (p/1.4) F, p = 1.25 Diaphragm Front to Rear Side to Side Diaphragm Force Ibs Force Ibs x=2 5288 5350 x =1 6661 6997 i Seismic Design Loads, (p/1.4) F, p = 1.25 Diaphragm Force Ibs x=2 4485 x =1 6669 Version 7.0 2301.2.1 [4451 2305.1.1 [458] 1605.1 [2731 1605.3.2 [2741 1609.1.3 [283] 1605.1 [2731 1617.2.2.2 [331] i Pg 3.1 Z w _3 U. 0 CO 0. w= N LL' w 0 .u_ ?: c d �W z = Z � LU5. �o o W W LL .Z LLI U =. O Z Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, 'i i (v•w)•h - (0.9 -0.14 S DS) D•2 + P•w Where, v = shear per linear foot of shearwall w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a 5hearwall P . D (v x h a I l i i . i I r for wind for seismic Version 7.0 Pg 3.2 z Z w u� D UO UJ W LL. W O J N _ CY W H _ Z E- 0 z F-- LU 5, U� O U O F-: WW H U O; Cd z; U =; ~ O z Version 7.0 Pg 4.1 Z Q� S �~ W � D JU UO WM �LL WO cf) = W �_ z� �O W� 25 UC3 ON o E- W H LLO Z U= O Z :4.•:u.�.u+ +'+ 4O.rn(+Rlvil,.iJJ:J . iw.Ww 1:c��L.'v::tY•'4.�s� w�fti�2 Tributary loads • Wind Seis 1' 2 643 . 81 2242.4 • 11 29 v 91 77 IBC 2305 max _ � ©©.■M_ ®__ 11 11 1 102 IBC 2305 max __...._____ __...._____ __MMMM_____ Wind IBC 2305 max __MMMM_____ Wind Sells IBC 2305 max Version 7.0 Pg 4.1 Z Q� S �~ W � D JU UO WM �LL WO cf) = W �_ z� �O W� 25 UC3 ON o E- W H LLO Z U= O Z :4.•:u.�.u+ +'+ 4O.rn(+Rlvil,.iJJ:J . iw.Ww 1:c��L.'v::tY•'4.�s� w�fti�2 EMM OMMEMEMMOM Tributary loads Win ' ' 3 976.05 • 4 0 . 00 40 v 99 89 IBC 23 05 max __...._____ __...._____ __....INN____ _�...._____ Wind 1 998.36 111 .• 11 34 v 137 125 1 TmAx(x) [lbs] 794 347 __...._____ __■■■._____ __..■._____ ©■ ' 1 1 M.■ ©© Wind 0 /0 1 ' 1 • 1 • 3334 333 0.6 ' • • 11 19 v 175 175 IBC 23 05 max 1 • __...-_____ __...�_____ __...._____ __■■■._____ Win IBC 23 05 max __...-_____ __----____- Version 7.0 Pg 4.2 },,.• ,1_.� »:�:..�.,.N_ saa,... v... Z, o:+r.:: m: li,;; a,'.vw.,:aaa::.:itti+ii:ixt;b4o 's', • ..... ifu�?H. _ Z Z �W QQ JU UO O Cl) T) LL WO LL N d = W Z� 1— O W 2j ma ON 0H W X LL Z U= O F- Z Version 7.0 Page5.1 Z Q � = Z � W 3 UO Ww �LL W LLQ Cl) =) = y.— W z= zO 25 DO O- 0I- w W H� -O W Z U= O Z }��.. �. wz:+ -•ry ..6 M11S" x.:1iW:Qw�.' .e'rli •w+u+...sp :. w '+{.Y'«Lna'✓Aa�..Sti.iTwlXn.Esw y v Version 7.0 Page5.2 Z L W �U UO W� N ti WO CO d 1-w _ Z f.. Z � W 2 5 DO ON 0 H WW H� u. O .Z U= O Z - - • Tributary loads Wind Sets . 3498 ' • • 11 • 11 v 325 294 IBC 2305 max 470 ' 1 ' MM Now MMM� __...._M___ __...._____ __.■.._____ Wind Seis VD(x+l) jibs) 2675.14 2242.45! 1 ' 1 ' VD(x)[Ibs] 3498.3 3334.48;i 6173. 5576.92 11. 90 i v 519 469 Ji bs] IBC 2305 max 1172 . :: 1 1 1111.■ ©© • :. '� �� . 1 ���.. .1 :. •1 '� __...._____ __MMMM_____ __...■_____ Wind Seis IBC 2305 max __MMMMM____ Wind Sells IBC 2305 max Version 7.0 Page5.2 Z L W �U UO W� N ti WO CO d 1-w _ Z f.. Z � W 2 5 DO ON 0 H WW H� u. O .Z U= O Z ` Shear wall Summary Sheetin Re m'ts Wind I Seis Max 1 - 2nd 2 - 2nd 3 -2nd 4 -2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 -1st 2 -1st 3 -1st 4 -1st A -1st B -1st C -1st D -1st Shear Transfer Wind I Seismic 1 1 1 � 1 1 1 1 2 1 1 4 7 91 77 120 102 175 175 :;..:. 145 121 167 140 519. 1 2 4 7 99 89 137 125 175 175 :;..:. 325 294 519 469 519. Overturning Values Wind I Seismic SW -1 SW -2 SW -3 SW-4 SW -5 SW -6 Sheathing :. 194. :.470 125 1172 ".> 175 :;..:. 232 470 (PID Shear Flow 175 3251, 519. (PIS Shear Transfer Connectors CD =1.6, Hem -Fir Connector Z (Ibs) 16d Nails 195.2 Ibs 2001 NDS T11 N [97] 13.4 7.2 4.5 0.0 0.0 1 0.0 16d Slant Nails (v <150plf) 162 lbs 2001 NDS T11 N [97] 11.1 6.0 3.7 0.0 0.0 1 0.0 Simpson A35 Clip 450 Ibs Simpson C - 2004 [140] 30.9 16.6 10.4 0.0 0.0 1 0.0 Simpson H1 Truss Connector 430 Ibs Simpson C - 2004 [136] 29.5 15.9 9.9 0.0 0.0 1 0.0 Simpson DTC Clip 111 Ibs Simpson C - 2004 [107] 7.6 4.1 2.6 0.0 0.0 1 0.0 1/2" Diameter Anchor Bolts (2x) 912 Ibs 2001NDS T11E[85] 62.5 1 33.7 21.1 0.0 0.0 1 0.0 5/8" Diameter Anchor Bolts (2x) 1328 Ibs 2001NDS TI 1E [85] 91.1 1 49.0 30.7 0.0 0.0 1 0.0 5/8" Diameter Anchor Bolts (3x) 1664 Ibs 2001NDS T11E[85 114.1 61.4 38.5 0.0 0.0 0.0 { z , 71 89 98 125 125 175 232 470 371 1172 Page6.1 Z '~ w � JU UU N CO w J CO LL w LL ?. N =w z t- F- O w �5 U� ON 0F_ w U LL O z U= o� z k r . G REED & ASSOCIATES, PS Ovil a Structural Engineering 8311 212th St. SW, Edmonds, WA 98026 018x (125) 778 -2793 Fax (125) 775 -2073 SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131 "x2 ", 10d= 0.148 "x3 ", 12d= 0.148 "x3 ", 16d= 0.162 "x3 /z', 16d sinker (6) Install H1's on all trusses /rafters, A35's at 24 "o% on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o /c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. Civil a Stru Engineering HOEDOWN SCHEDULE REED ASSOCIATES, PS 3/17/2005 8311 212th St. SW, Edmonds, WA 98026 O Office (125) 778 -2793 Fax (125) 775 -2073 05 - 262 MARK HOLDOWN / STRAP - (1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR - (1)(4) COMMENTS T -1 STHD14 /14RJ (38)/(30) - 16d N/A 16d @ 9 " o/c T -2 PHD6 -SDS3 (18) - SDS %x3 SSTB28 8d @ 2" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8 "0x10" AB's @ 48 " o/c SW -3 7116" OSB Both Sides - (7) 8d @ 2" o/c (12" o/c field) 16d @ 4 " o/c A35 @ 8 "o/c 5/8 "0x10" AB's @ 12 " o/c SHEARWALL SCHEDULE /� REED BASSO ring PS Date: 3/17/2005 �f � CivO a Struclurel Enginee 8311 212th St. SW, Edmonds, WA 98026 Office (125) 778.2793 Fax (125) 775 -2073 Job #: 05 -262 MARK - (2) SHEATHING - APPLY TO 2x HF STUDS @ 16 "o /c U.N.O. BELOW SHEATHING EDGE NAILS 15) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS -(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE - (6) SILL PLATE ANCHORS w/ 2"x 2" x 3/16" WASHERS - (8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8 "0x10" AB's @ 60 " o/c SW -2 7/16" OSB - (7) 8d @ 2" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8 "0x10" AB's @ 48 " o/c SW -3 7116" OSB Both Sides - (7) 8d @ 2" o/c (12" o/c field) 16d @ 4 " o/c A35 @ 8 "o/c 5/8 "0x10" AB's @ 12 " o/c NOTICE: IF THE DOCUMENT IN THIS FRAM I LESS THE DOCUMENT THIS NOTICE IT IS DUE TO THE QUA REED & ASSOCIATES, PS Civil & Structural Engineering 8311 212th St. SW, Edmonds, WA 98026 Office (425) 778 -2793 Fax (425) 775.2073 General Structural Notes - Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T &G STURD -I -FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE - FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Z DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. Z INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS W QQ 2 REQUIRED BY LOCAL JURISDICTION. J U UO FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR C O 0 FOOTING SHALL BE V -6" MINIMUM BELOW OUTSIDE FINISHED GRADE. J W COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL- GRADED, GRANULAR SOIL, FREE OF ORGANIC N u. MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF W 0 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. 5 U_ Q d CONCRETE f = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4 ". SEGREGATION OF MATERIALS TO BE PREVENTED. Z 3: REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE O GRADE 40, IN ACCORDANCE WITH ASTM A -615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL IZ LU Uj CONFORM TO ASTM A -185 AND SHALL BE 6X6— W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. U p N TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: 0 BEAMS AND POSTS (4x_ AND GREATER): DF -L #2 = U JOISTS / STUDS (2x�: HF #2 /STUD ~ ~ LL GLUE LAMINATED BEAMS (GLB) 24F -V4 (24F -V8 AT CANTILEVERS) Z W co 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER ", U LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL (-- CONNECTIONS PER IBC TABLE 2304.9.1. Z ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T &G STURD -I -FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE - FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. � � d N � V O O �Q � 4 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director June 30, 2005 Mr. Wm Wayne Jones Jr, President Mr. Don Tryon Lakeridge Development, Inc. 8210154 Ave SE PO Box 146 Newcastle, WA 98059 Rent :/onstruction 98057 RE: Activity at Junction West Short Plat D05 -156, L02 -052 Dear Gentlemen: Yesterday I conducted an inspection of the construction activity that is occurring at the Junction West Short plat. The City issued DOS -156 and a foundation for the house has been excavated. There are currently no construction permits issued for lot four of the short plat. A significant amount of soil has been placed on lot four and it appears that access to lot four from other lots in the short plat has occurred by removing the stream protection fence and driving heavy equipment over the stream (See photos). Tukwila Municipal Code (TMC) 18.45 strictly prohibits this type of activity. The stream buffer has been damaged and prior to the City granting final approval of D05 -156 appropriate buffer enhancement must occur. In order to remedy this situation the following must occur: 1. A stream enhancement plan must be submitted to the City within 60 -days of the date of this letter. The plan must be prepared by a qualified professional and provide buffer enhancement for the area that was disturbed. The City will review and insure that the buffer enhancement plan meets all applicable City regulations. Please have you professional review TMC 18.45 for the City's guidelines in preparing the buffer enhancement plan. 2. Prior to the City issuing final approval for D05 -156 the wetland enhancement plantings must be completed. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 z I� W2 D ,J U UO (n o W =* N LL WO J W N � =W F- _ z O. z �- W Do U O �: w LL z w to O z .r The purpose of the silt fence along the stream is to clearly designate the location of the stream buffer so that heavy equipment does not cause damage to the buffer or the stream. If intrusions continue into the stream buffer it may cause unnecessary delay in the on going construction activities. If you have any questions, please call (206) 431 -3684 or send an email to bmiles a,ci.tukwila.wa.us SincerelW Cdon Assistant Planner CC. Larry Fisher, Was ' Department of Fish and Wildlife Files (1,02 -051 a DOS -156) z ~ w o_ 2 D UO (n o �_ CO LL wO LL Q CJ) D = �w z z� W W Oct) O� OH W W F=— FU-- LL O . W z U= O~ z i z Z �w 2 �U UO (/) co w J Cl) LL WO LLQ = F- W Z H 1--o z �5 U� ON 0 1- W H �. U- O z W U= OH z -� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -156 DATE: 05 -10 -05 PROJECT NAME: JUNCTION WEST - LOT 3 SITE ADDRESS: 5412 SOUTH 149 LANE X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENT 1 �, - 2r� -o.s 51 u ��r� �� �; Z ero s Buildi Division ❑i Fir Prevention Planning Division Public Works © Structural ❑ Permit Coordinator D!Aw A& d/ -0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -12 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06 -09 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DocumenWrouling sllp.doc 2 -28.02 z z �w ¢¢ JU 0 0 rn D U) III �qx (1)w wo U? � =w H- O Z 1-- w LLJ �o U O co, 1H wW L o W Z U O = ~ Z _a: b:� °.; ::r ° ' w�.�;i' At.i.Y1 O Re; Iential Sewer Use Certific` _ `ion KING COUNTY (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 County Water Pollution Control Division at 684 -1740. (Please print or type) -- Owner's Name t R d G'o &&Ce S (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Address: I Subdivision Name Jun (o Subdiv. # Lot #_ Block # Building Name (if applicable) Property t Street Address �L7! � I �'i +U Jctvt - Q City, State, Zip t V (< l Ci 0 4 Owner's Mailing Address Po f) 6 � (If different r from above) 'evtito A U Owner's Phone Number ( /415 ) 2 ,f1 29 91 Property Contact Phone Number ( "t 25 ) z �8 `750 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # Please check appropriate box: g 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 111rr SIP 2.4 uyzo 3.2 x 0.64 = � _ x 1.0 = I_ - -- 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 °"'� �o`^ Date _ - -. to —0 Print Name of Owner /Representative _ o & z Z JU 00 Co co W J t- CO W W0 �J L? Cy = W H Z� ZO W W U O� 0 i— WW T _F_ ti O z .. W fn 0 F- O z 1057 (Rev. 2/96) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer EtEGI'STE'�rAS ~PROVID'ED BY �;.:jr` s AS =: CON$T COQ GENERAL EXF' DATT�s � ST'? #' 2flI TRYONCi;013DH y;02 /1�. 0 _. CCU..• 0308/199 vrFECTIVE DATE r i >TRYON` CONCEPTS LLC RENTON: p ;: ' 9805 7 Sigiiawe .� pF_.LP• p'� prlD INDUS- Issui ._J t Alk J 1 171 J P . J A= -00?05'56" R= 985.37' L =i.70 LL_ Z O Q Z� O p� E_ W 43: U W O cn J X � O NN cr_ 0L Q U) y� 0 Cc Q I Q U Q X. 60' Z. low* PROPOSVID FOR L .M. 3 r ca ; wv zr _� P add and revkwrees. O N ��Q�Q rtwy ►nclude itlonai plan LU 1 :5 O _9z *6 4s /16880 sq. ft. f j 5.48' / N 88'30' 04 "W / PROP. LINE: 126.08 I I j jE WIDTH 101.40' ii I SC� / / i e / Gas PIp ng • an�*�s d" be nl ft the sooP. City Of Tukw180 t ' c `' - ie or i i Divbdon• i 8,685 sq.ft.± AVE. WIDTH = 7 DIVISION _.:. � :.� �L. XWO I a , p an submtW % pb A n -- I t glam- EVA MFA'v3 0 CA �o 0 • JJF ND MIC 1 " BRASS 0 �z I o o. 0 �i N88 122.06' 'A 13'36" R= 329.27' 1 =7 nr;" N 822 ,9 PROP. LINE: 130.00 N88*29 129.60' 15p' SEPARATE PERMIT REQUIRED FOR: Mct?tianlcal EieWical Plurr,b0,e SOT 2 8,754 sq. f t. ± AVE. WIDTH = 40' FW� E C LLJ SUS W w j 118 Z wJ N G O f Q- Z O Qf 29.2r 5 N 16° 0'00 "E A VE. 1 6.00 T se plans bare been rer4me hr the p J rks DeparMlent for conce with cu cr.t ! !� ' , �S C;_ r standards. Acceptance ' 05 0 00 E o forman • �ubiect to errn n a.; : .4 sxions which do net Mnhrn7e violations of 19 31 = c%r the ad opted standards 02' andin2nm The rte, ;�, . [� nsi' :Iit� LU e9ust? of the design rests totally Kith the LA. ;c`'• A, ddetiarls or TtR�S16!Is to these EJL - — — , , ,-. C. an'ings after thin date will void this ac -' .� , `,. win �� bmi :• . (ante `'' a ttal of revised dravrinps CU LtJ Z LJ for subsequent apps, Dll MAIN FLR. =149.0 C \ i �. �� 11 ' r ' • ^ /l /� 7 • ^ �1 �r r"' N) . , Q .• ,-�,• ,� -� C) V •� . 2 I- _ o C) �,�� 2 ,,%%I 1: r i . A nu co" y_ ► ; + permit Na o LLJ r+e • w approval is subject do arev and p Of =SbULAt" 11 do =nuft does not ��• vbWbw of any adopod code or of ill tow cul Field Copy and� OMB G - ° 0 car of 1licw& w : 3 BSBL C)_ 20 BSBL 3 154 sq. ft. -}- _ QD S II NOTE 1 Y ./'r - Z I I dw'_ j 92.69' t488%0"04"'W NC" N= 14 D;Z> r=11�YAv��B�. C13 No.1 — TYPE I SAP.. G +26.82 GR, 133.6? LE.= ;30.6i L D AMY :)A.4=-:) =QOM MACADAM ?3. - C G42AGE PVC mos SXPE - 0 POS'PI SLOP= 7 i S 0QV J2AK A SS-CP.= CLEM ja 4 ►� SJ=_Y MEN '4 `- -OwE wA vE is �6T� �6" PVC SAN. SEWER SERVICE] FOR LOT 3 fiQ 52 &j x'_Y CONSEC7D NAB ►VET Sc 65-= Al. BE L V %UY By OMER - 3Y CCYP'.. = 0_:)A ?" CON� � ` 0 - 0 52 R% tG SRFACE INA` 3? JESGN "NLA, AFIC'ExiM 00% ` QW CONDnoNs f=. .. AND 70 9E W � II a " 1 1 1 i 1 Idp LAL t eomft q_C LO 16880.0 5 01 A. ' .'OW - _ 8440.0 4' DP- AGG CONCc _ Ay Tic 1 0 �' SG�4�i.E : " r ;• rat MAX S-01=5 -AA. Z A' MAN _ L2 LA<E NT -7 GARAGE 6rz fmO E50X i46 _ 17.1 6 RENTON WA S8051 DATE 5/3 1 ' "' '; 7 5/a- cx?'.' � QOCX 39.64' Q � 25' MIN. FLOW ' � 70• 2 -24" COTT PATH FROM W "' DISPERSAL TRENCH m 30 MIN. DISPERSAL TRENCH (SEE DTL. SHT. 4)''1111111111 I ,._. 0 .,� 22 f�OTTONW00D vif bvL YJ En LL j�acceptanct is sub ect to 5eld ir. S'�C tio 1! � ECOLOGY BLOCK RETAINING WALL N,11 °00'00 "1 a_ F*Iie Forks uti ?:ties inst+ector. C� O fit- O A _ _ - - a• o o 10! 03 N10•00'00 w ,� 35.85 r , fa Side Elevation 11 Rear Elevation I, DRAWING INDEX WYCLIFFE RIDGE PLAN #60279.10 IRC "11-0a 9'6'X12'6' ,..I i4 - xiso - ---------- - - - - -, w.i. ; 1 1 Hall• - 1 101 n ro I 1 1 1 1 } 1 rm. #3 e► l0"x10�' Ed #2 lOr`xll' 1 1 1 ' - 1 -_j C__j"------ - - -��� _ 0. C_j, 1 1 0 Side Elevation U r Floor Plan Patio Family 14'x13'6' !Tv� G=ge i -- - - - - - - - - - - - - - - - - - - - - - - - - � 1 1 1 1 � Cover Ou Ift— rorch me, Main Floor P lan M "a am"aft I sr"n%G %a amsiftj fe •• Nook i I \ i u GA u u 93 Al. CODE NOTES 0 SQUARE FOOTAGE I 0 o rr W I L? MAIN FLOO 1223 SF A3- f- L. Lr A4. UPPER FLOOR FRAMING J AS. UPPER FLOOR PLAN � U c UPPER ROOF FRAMING .� GARAGE 612 SF AT ELEVATIONS & � DECK / PATIO 176 SF BUILDING SECTIONS .� Q STANDARD DETAILS 5c �t. ^°°�°�= � 5 M`AS`"�� T° ' �E OwT&DE FACE 5 OF ::�A��S_ 'A ;R5 ARE D2. V"► i t T ��� SPACES � � 5 RE C , a � i J f f u GA u u 93 n - = Doming 1 � Lri�ng Dien K'xlr 10�k10r � � ' •, lb 0 Ih c _ ` T �► a o IL v rr� h� �.. �-- COVER SHEET If Al. CODE NOTES 0 SQUARE FOOTAGE FOUNDATION & 0 o rr W MAIN FLOOR FRAMING L? MAIN FLOO 1223 SF A3- MAIN FLOOR PLAN Lr A4. UPPER FLOOR FRAMING J AS. UPPER FLOOR PLAN � U c UPPER ROOF FRAMING .� GARAGE 612 SF AT ELEVATIONS & � DECK / PATIO 176 SF BUILDING SECTIONS .� Q STANDARD DETAILS 5c �t. ^°°�°�= � 5 M`AS`"�� T° ' �E OwT&DE FACE 5 OF ::�A��S_ 'A ;R5 ARE D2. V"► T ��� SPACES � � 5 RE C , a FOUNDATION SHEAR WALLS NOT i �`� D �� :~ �AL�:�A��S S1 Y S3. UPPER FLOOR SHEAR WALLS SDL LATERAL DETAILS LL r•a c^, a o z Q n - = Doming 1 � Lri�ng Dien K'xlr 10�k10r � � ' •, lb 0 Ih c _ ` T �► a o IL v rr� h� �.. �-- COVER SHEET If Al. CODE NOTES 0 SQUARE FOOTAGE FOUNDATION & 0 o MAIN FLOOR FRAMING MAIN FLOO 1223 SF A3- MAIN FLOOR PLAN UPPER FLOOR 1137 SF A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN TOTAL 2360 SF A6. UPPER ROOF FRAMING .� GARAGE 612 SF AT ELEVATIONS & � DECK / PATIO 176 SF BUILDING SECTIONS Dl. STANDARD DETAILS 5c �t. ^°°�°�= � 5 M`AS`"�� T° ' �E OwT&DE FACE 5 OF ::�A��S_ 'A ;R5 ARE D2. STANDARD DETAILS T ��� SPACES � � 5 RE SL FOUNDATION SHEAR WALLS NOT i �`� D �� :~ �AL�:�A��S S1 MAIN FLOOR SHEAR WALLS S3. UPPER FLOOR SHEAR WALLS SDL LATERAL DETAILS n - = Doming 1 � Lri�ng Dien K'xlr 10�k10r � � ' •, lb 0 Ih c _ ` T �► a o IL v rr� h� �.. �-- COVER SHEET If D :v;s'Or " GENERA, REQ.'RE" Ole" GEN RAs. I. Th-s co gas veer p ►epareo 'r a goner c o. "re for+ `o oW rip tre s.anoarCls set oy true Consv,,et or S:araa►as ;not tote (C5) t s ra the cover ores@ or the Cnrt.ract► /Owner Tri o.t fie s rtenoeGa to :work wit+ a mater - a' saiect st `c o,. na trine . G5 % Ormat. Not ati t een s are necessa -.: r to compmele tr s spec r in v►c,ect� Ceord -nato tar V Contrac :oriOwrie For corlp!ete 'fisting or ww F ca: ohs ,� to r :" s C.Ovd r�►nee- I w' :l state 'Coordinate w tr mater ais f ; se eect.pn screaule 2. These draw r1Qs are copyighteo KAPP&.ER ARCH: - EC'$ °5 , eta , me a: ►79hts, ownership ano ropv or tr±:s deg. under the F eder a copV.etr+t act Qepr0aZ or I!wtr auons or woro.'rmg drawings :r an corn+ ie b author zatior or KAPPLER ARGri - EG'S F' only 3 Authorizeo revroauct ;ons must Ivea► the name or KAP= ER AW- - "EG'S PS 4. Construct ors /,working orawinge oy their very nature are O aarar+rot c ano do not purport to show, al, deta or .C,ortditi or construction Questions g errwa y r se to the arChitect,jrai /des: it '^tent and to Construction tearl;ca Leta .ino - tr^ir these drawings As C!ariFCations. wteroretat and rev am are al: part or tra col"v,.ct process KAPPLER ARC 'ECT5 P -S.. therefore small not be movie for any ai•ect irdi►OGt, Of COnsegeuertia cWorages as a res..,t of not participating M tn1 corsvuct or process. 5 Do not vary or -- mod`fy ire work shauri, except wit►^ wri ter instruct or r rore KAPPLER ARCW P.5 Report discrepancles and/or omissions to t e ard'+'tect mmmed�ateiy 6. Due to the nature or construction and the building process there will oe bdoler design and Cortractor /Owber selection of the bu:idmng products. components, amo assemblies. This set of working drawings is considered a 'builder set' ano does not 10Clusae specifications or build ng mat eri als list Therefore it is the Contractor /Ouners regponsib ;iity to provide and coordinate specTcations, including product selection and :nsta!iation or assem KAPPLER ARCH TECr5 P.S. assumes no liab!l!ty or responsibii!ty For of screpanc!es or Conflicts Whiciri occur through Corwactor /Owner specified materials aria cheer respective insta llation KAPPLER ARCHITECTS P.S. assumes no Ilabl!ity or responsibiFty For any !teas Which may be called out or referrea to by manufacturer as brand name. !Lora tailed out a ria done so For convenience only 1 Do not scais these drawings for critical dimensions. veriry all dimersions and datums before corn ericing work and be responsible for their accuracy. (Report discrepancies and /or omissions to the architect Immediately. S. The Cort•actor /Ouaw is responsible For coordinating workk with al! trades to ensure proper and adequate in:errace of a!' trade Works. T'hxs contractor small be resoonsnnble For all required safety precautions and procedur requir to do this work k Except as specifically defined otherwise, interpretation for all derinitlons, abbreviations, ano supplements' definitions shall Follow accepted reFeranced standards. 10. All workk w thir this contract shall represent that of inc*a standards For this re3f?OGtive trades :r the location' it which the pre iect is built. 01002 MI5QE LANEOU5 A56E`MBLY REQJISCMT, I. Provide crawl space access, minimum 18' x 24' unobstructed access through the Floor, 16' x 24' through perimeter wails and below grade access, per IRC section R4083 k+swlate and eweatherr -strip per W.SEL. section 502.43. AI!ow IB' minimum space under wood joists and l ?' m in imur space under wood girders. 2. 1Orovioe attic access, minhmab 22' x 30' with 30' minitrum headro at unobstructed readily accessibie opening, per IRC. sectior RS01'. insulate and weather -strip per IuSE.C. section 502.43 requirs"". 6. 3. Provisae vereti(ation per IRC. as follows: A) Craw: space ventilator: Mineetr fist area shall be not less than+ : s.► per 150 s.f. under fioor area. One su & ventilation opening sha!i be placed within 3 Feet of ea& corner of the buiidin i and shall provide cross ventilation on at bast two, approximatele opposite, sides per sector RMJ. B) Attic ventilation: Minima+ net area sha11 be not less than ! s.f, per 150 s.f. OF att area or i s F. per 31r'Xi s.F of attic area !F at least 50 percent, and not more than !30 percent o r Je r equired vartilatt area is provided by ver tiat ors. These vaWa tors are to be located it the upper portion of the space to be ve- riti iated, and is at least 3 F eet above eave or cornice vents. The balance of required ventilation to be provided % gave or cornice verve per IRC. section RN*2 and WSEL. requirena, 9. 4. Slope a!' aadks, wakh, drivarays. and patios away From bullaing. 1'fliri 1/4' per foot 5. Provide apoirovbd numbers or ad& eseee in such a posit or as to be pl ainly visible and legible Fror the street or rose Fronting the property per i.kC. section 832111. 6. Garaoer"ai separation- A) Garage ceilings separating attic spaces steal! roe protected witr 1/2' 6,112 ti w Cjarages are beneath nabitabie rooms, the ceilings shall be covered With 5/6' type 'x' Gil$ or true ga side Where the separation is a floor /GCiiinq assembly, the stricture small bC protected w i J' 1r' C%W5. per 1 RL. section RZ32. B) Door betwow garage and rouse she!! be a solid wood core honsizemmb core stesi, or 20- minute re rated coo► heviq a mirmu.. thicwms or':-3.21' per IRC. sect :or R3e0C - -,. Sta i ,,y A; "*;-mur neiaaroorm neiam 6 -8' ow RC sector 831152 B) " :tiler stair :reaa or=" 0' ..:tnr a 36' niniiilmr, .:ialth; rnease,te0 above wawa rivio►ft Maxmum* -i6er r1S :gm ' -3/4' bar 'RC sections 831 ono R3!L53. C; Ircv or nandrii, she:: oe 34' -r,irif%r amp 38' maximw above treao nos;?o era root less t :_tf V-0- the era: Raturr -a: ermas to wa!'. Der iRG secsor 43!!56 .^,; ;meta. rre ciomma vetaaw strimews a: the top ono bottor or sacr- ,r pr 'JRC. sacra^ 6028. '; Cove• ..sale:@ soaks under Eta i re w..' tr ;!2' Gu.B von ' RC. 6aGtior 3 e .-a.rcr Cru.tes t =u 9VWd w 5ror.a - orov.de 5/8' tie 'x' GI e or 26 @take srvatrx-na. ' Oocw joints or a"" A7d'irmQs to 6hd't str'faces shat' cc se.' c io6y'�o so "G core coo -3/8'. sa C-8 o -cim-a - as ow RG Sector Q64221 10. 5c aes crier :a: 'hose rotes are oroviaeo for carver :once o►iy arc ac anal ir:v . Ina: Core e r. str.mc..fa aria y* s rues beer acme or Iris s•-. ..ctxe A� - -.,ss -ciao-no. cc; amp►O - '.fie ,asa 2B oa - 00 Cr ono cheseo 0641: es: .' 3 06- - .e. b ::or c►noro " ve oaa C os `.^.'A, - .^.A.;- 4Q vs: 0 =2 "! A$4LM5j.y__1W.Q11NLMfAT� (tort.) G) Clearances. Provide 1' clearance between masonry t "Spiace or chimney and cormbu Vole framing wr w on exterior wail (112' Whe91'" wa:1 F r'eh i gwip) Provide 2' clearance between masdry fireplace or chimney from combustible frami usher entl Within the bu'idirg structure per I- RC section R !001 -!5- Convust Ole matsr4- shal' be mir 6' clear from Fireplace opening No a " material within 12' or the opening Wd. project more tha 118' For eao'nn 1' of clearance rrom the opening per IRC section R100312 Provide mineral wood r!r estopping at a!i sep aretione between Fir eplace and Woos franirmd i;iaii header t0 be min. V. above r , r epla :e coo ,N For a f ireplace built flush with cre wall, increase Header reegMt 6' For every 4' of nasorry pr oj nneeCti on Into the room. k) Simoke Chamber - Smoke chamber to be constructed of solid masonry units Grouted solid, stone Or C,OnGrete. Lining to be or 2' thick Firebrick or or 5/8' thick vivified clay, with r :nimun thlckness of 6' for Front, back and side w.a!ls, 8' where no lining is provided per I.RC section 10038. ;) Damps► - Damper to be tight fitting, operable with+ a ready aCCMSib!O Manua or an approved automatic control. Damper ally opened " !I have fr ee area equal to or gr eater then the r equ ired minim taus s ize. J) Incombustible lints! typical, K) Hearth and Extension - Hearth to be WICK store, concrete. Or other approved non- c000tx4tnnbie mater ials. and re- inforced W carry its Own weight and all imposed roads per IRC. sectior R10033. Hearth imat extend beyond Fireplace as Follow Opening 0 sq. ft. to 399 sq ft., 16' :r front, 8' sacs+ side. Opening 6 sq Ft ew larger, 20' in front, 12' each side per IJZC. section R1003.10. Concrete near•th and extensions to bee reinforced with 4 4 bars a 6' o.c. each way_ Pre -e:ut stone or pre -Gast concrete hearth and extensions to be supported by 3'x3'x3/16' angel IS 24' or- Provide anchorage to Floor framinlg as noted above grade Hearth to be distinguishable From adjacent Flooring material. L) Firebox M) Commbustior, - Provide an outside air combustion passageway of 6 sq. inch minimum for combustion air per IRC. section 81005.4. N) Foundation L Foundation walls min. 8' thick 2. Footing to be min. 12' thick and extend b' beyond fireplace wa lls, re- enforced With •4 bars at 6' o.c. each way, and beaming on firm udisturbable 6011. 3. Splice f00ting bars to vertical chimney re•enrorcemen per I.R.C. section Ri61L11. 13 Firebloeking per a R sections RkdOI 16 and 81003.13. AT 1. Ali construction shall conform to the 2003 international Residential Code (I. and 2003 International Building Code (19L.) and be it accordance with all State Laws and Regulations and various codes imposed by jurisdictional requirements and local authorities. 2. Arrange inspections that are mandatory due to jurisdictional requirements. 015W CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS t Provide Temporary Faciliti - includ electricity, water, temporary toilet, per jurisdictional raquirdnents. 2 Provide Contempoi Controls - including erosion sediment and surface water control and entrapment during construction per jurisdictional rnnlquirerents. END DIVISION I Division 2 SITE WORK 02200 E ARTb1iMORIC Pan 3 - Execution L Ro4gh grading. 4' below finish grading unless otherwise specified. 2. Finish grating: LandbC.aping division 02r'.J00. 3. Excavation, badut'illing, and compacting For structures as needled. 4. Excavation, badkr'illing, and compactng for Pavement as rmeeded. 5 alauling and disposal of excavated material as needed. 6. importirg of material as needed. Rock r emova I as needed. 0 2500 PAVNG AND SIFFACING Part 2 - Product L uiak road, and pal" paving: A AM" It 2', class B, over 3' crushed rock or 2' ATB. B. Cnighed rock 5/8' minas. C. Concrete per Division 3: L Finish and color: . Coordinate With materials finish selection scheaub. 2 Unit Paver: 1. Coordinate with mater ialis rmnish selection s&edule. 3. Pavement marking: L Coordinate with materials finish selection sdmKue. 0 2100 SQVAGE AND DRANAGE Part 2 - Product I Subdrawage "tam: A Foundation drainage 4' ADS perforated pipe nor - rigid. :. Storm seer" systems: A Exterior catchasins, gates. and Frann: Coordinate with maatsiais r*lish selection ockoca:ie. B. Cu!vast0- Coordirnate With materals rri*, galactic" sc eeLlie. C. Ira r pipe: 4' ADS nor - perforated t igM. i ine. 3. sanitary smogs systeumms: A Sewage caioct;or 'nmems s' IV auess cast irar is noted, B. Sev:4 "tam: Per orawinns of bidcrers drwigrar ='err: 3 - Executior '. ` aura:rase "tar A Siopie to Ora or and arroud ,r :mei. Or ir wS rater'a. per seta s- 1- &&ace Or a;nage per 'Rf- selC ior Q403. 04DOC 5''E _1 --1 N a a %=b ve .vac- 25 06' a-: [ - P .C: C: -tor ve Casa. 4E cis: : *- as-'or swsteer 5'00er aft-T D 5:a - ar+c co-- amv ve oio 2¢ mvs' '- : q;;aeato ..:r �iat,ras r - 60w-- - - rr V_700 .�e. ' E "a✓nsr A .r':s. -wen -a c roar ow a •drt.'act.'r r =s+cas erns oozes: - _ Cocro- later ., ;r -taker as rrr sews: 4r scrooi6e. F .-o e> i �=- G, Sew- C .ies Or Ca merry :.. 1...4. C: IQ.s - 9100 I-, t'om.w sC rrnss.re .r me a sc s -scars: ix a o.a -Sa er roe a L7 CV sec a 'act PCs era :or4Vt vus bra . M or ase,r+eo :2= vs: era".: 2 - ok t sc- rc Cavac .r Ms ct!'r- to 0 0too: or ara -"r1_Q 5,01011r Do&-er .; V =a.. ra :lr: - ;►eons 33 09 - Z 0 00 a. V E%c D V S T 2 r, = 'e: aeC- c a•..ed ` -_60 4Gw aro 50 C. _� =Jul+ -C .COD arms Jer - a-a R.: =- ar7ter ef'i : I ,4 Sc a :.e err -'rc; aces 'ryes •+c .4w a` --r: s•.. -.-uses -ec 1x s 'Ceft -w- -Wtsrs ' 9%aw" =aco -_. a.: ' •ec awe aro '-m ace , sera arma a LL; T W-.0 G.7":. r t-6 a--•v s ors G." C % v s cr 3 a ..e.1 l -wni.? rV oe Arc 055 Scores ve li r l _7' --,e C-�. acmes i,ves 1m r /iiso s cc.R:wo - ..a s -t.- -o as -c,r : -ss s:arce -r. me aro - :t a 9"ce z or a s sere Ce*_Ow ? 8 s1►ca -eC .a s a.:`�r- :or 2:1111111111- 041. O' a-eC .etas _ ' 0M :JCRs � xC74"L�Or4C •: - a T om- + -4 ! arms ow - : C7Cmaa- -bra6 err _ : -, ae - -cx -fie_ at _-F-- u aer RC. Sec or RC _it .: °o nc a 0 0-. 3 - EAW-,Z a C - sec - eta ' - c �t . _ "UMW ago &-r nr •M.- &C " J 1 amr : Cs: oros - 2 0 - n,,,,omiii� arc yaGnC '? r'.c'1a :41: - Vac@ :,OnnG"ts vu DC M SAX_-r 's=4r afro E a-eac- &_*= ' ^sa ai=r 7TWVLA S-C -s a:.em-, corcmonsr :c Mr __ Mm ins - SCL. WWrs 0� " Crae. av -464c- lrvvwas e7 -7:5C sea ; - izcrcit -Awo Ze -+eta !o oer - a r L' 3....-.fTs -J0_ -,r sV-.6 : -, :, & , W.0'k !fit x ^. aces - s.cr a - d'►nner as X d Cr. fast -a' V 4W-IC CorC 4 -e - .0 Ce • qe - nneca-.- Sri err-_9.0 r. *ores. t' - '•i.+- C s-c e' - soc- s oe -_ Icy a► sc a acs-: trus e'aro = a CO- s:-WC: a *.4CX;r_ -,encore :.c s : 0e:a.: -e '-os: ow tow = -W ace _ reef .ew .flat Dow - C s ra -Jr :-oar E 9: ' :rut aver -+c t E it ' a- 4 'Z t- e: -09 mrt _-V-:_ :« - - o": 1 . - ..-- sea- $--110 as ik.: ear.. or QOC: C 0 Z E -a --_ =-sr ACM �� = 4 f. _*+__0_Qr1_*4 -- `asorr -= I:. -= " CC Jam 4raj IG : zrT -. CtaC -: co'G -_ - EM4 Uri C sec y 42ce; Far : - 921 *oC1--_ S .;r grmeu. -a' Jr ?' *. -..s: er era a - - V : : C s=c e Irk L Q!-° r_-+e r -s a =wc 7r'beR' or sores arc ioca;. a s peer ears arms err. s ::aa1 AC =: cc - - :-a : c - . r C - C' _ vie ?-W � VV IC ve ores : - err - 'sum =+C r± Ins a lilts - ow Q: sa= a %4 A6 Fans ZC-- .rc•_ '-* r-++s. Mas.es : -*_ -.V -x' as Q.: oar_ Or Rx t :r-Vs : .sow ..•s 'r rc Jr ccs: vrs vW aas re x1 s 6# WA. A.tF tr -».s -s- -:or.nnsa so-o- =v-4-. -ro -'.err wC wave •r ii-W .tuts c- •asv-_ :.ve t- :arc-ss 'err.: - Evec. or C JC . � ' � � ' t' i - C - -_C V1110 i .! -.. M " r 4 .l� •]C -�+! �a!!O -r- - i. - r qtr ac - S7 i =* mule Oa A Z �a - wuvs tAw :- - -7p roe wra or. Z.r =- ve Ze zar-w - s:+r -,- :o►css :an', era -oennc ---w. r w ere -ar-� -r a -oc : - - =' I t ize-- a4 -rrc � e+ er% r *r -,.:- •uv-:_W -.1 - s- -"- *-_WWi "- qw =,or& e VW oo:ie . are FC sec 4V % - se -W.Y =- Ja : " - sr 9,--mor ecru t [: - ..e :r -1: o► r �- 4 ./-aralk. yw, y. y Cr am:..- •.Z} or. =.GQ � E.: sec ; .� Q'� : t , Pr = _ °rm0.G .VCM rags - .Wvv - P- a vv rie _,.C_ �r. t . s � rocs !'o - - . t. -elf 4 r ser.- -o ._V 1a:.1C - ~ � s: •-s� ..:' -- ra s .! a C R t .vo-r =C to . • -+ - .Mccoo as -rma skew ..7 i --vw -. Ircmarw cur .:. tut it O-C VCFW&nnpt _- 00 . 1 0 - !G= >� W* c#t C. �. .' -t-" :rw 7'R4ios, . 7 ow-c w`3 `. ICI! =w. 7 ?alb+ 7_6 - '?-' -_0W E�'e�•0► .opts c ! !Q�. !nn■t: P �Q ar W � ?et ZWG .i t i t' Xr Al --S CJ S- -G C4" 7 . -a*•nc 1% . orws 3k1.4' w. mct aa=i ar we- =* saw a&= oalaes ass Q` aeO' %OM C.ti _1r Va ?'-rr� "Cr scat: i x Sit gwftrw � Tina mr.C..Jt 7t - :/1« avio apse gmebw CW =.> t p O-'b . _ . = ;I CW scat JWU .Oats errV wre t = 7us T*po m=ale ary '.: OW-. 3 - ECG.+ 0• Ct �� L :*t = cm ex O'JA^. nC a^. @hies . C -M r" - sc , W • tr . 6e 7 . 3 VW ewwwo ws cwm atop bRmtm t • ab► J Cate a'- 6 -C Ce 'rR a w+rmw 1pbsrt rte a �? - .7K :�!! ° O>t a wpm CF : cote ow Pat* w=ar Or R : stGO • = sDel't rl lot - °- Olt a �t .- - ww sC! qoa w i c: -ate[ VC C.- .-P -ems ecru -ewe ZP7 ! Z_ tot Ze *Irmo actors Cr :; atot s.s -e>,rs stow r_ '%.t W 0 CW R..: m - 0 Q =Z - ZW - A- O .Aka :.�_ ft__ �.-r� -' _w+Rwor- .--- "D- -'-No-wm- w.. -.e..m•"ti_- --ew Wes- - v.... -^ _ _...- -."rtt.0•' - rn..w. . 111111111- M- __. �­0...-. �- -.._ ­ - -.. • » 0 . Smcc Eve zxpc'mw =c - 3iM os -0ow -rim at A era err I 'r ]/IC else Me . imm ouw w Awwo err -00po r : ara"=/b carmw b 6009M �g a �mr a ft"M C c - MW so at :8 de ail. x .S;_A : j1 Fi.� CQNCRETE (coat 3 Admlxtves, . A. Al! concrete shat! have water reducing admixtures except For footings. 5. Air entrainment shell be 5 - 1% in a'1 cAw.rste exposed to Leather, I.R.C. 2003, Table 8402.2 C L.oloring agent- ! Coordinate With materials rinish selection schedule. Part 3 - Execution END DIVISION 3 Div 4 MARNRY 11MIM M4R? Part 2 - Product L Type 'M' or 'S' mortar With Integral Waterprocifing agent per 'RC. section 8601.1 Part 3 - Execution L Per I R.C. section Rb012. 0450 MA50RI A "ES gIE9 Part i - Product i. Anchors and Ties: To be corrosion - resistant metal ties per IRC. section 8103.1.4. 2. Joint reinforcement: Standard strand no 5 US. gage w ire per RC. section 8103.14.1. Part 3 - Execution I. Per I.R.C. Chapter 1. 04200 WIT Ml ASONR1r Part 2 - Product I. Brick masonry. A. Exterior iocations: naffe/mrg: 1. Coordinate with materials Finish selection schedule. B. Interior locations: nameh!rq: 1. Coordinate with materials rinleh selection achsdula C. Pavers/planters: name/mrg: 1. Coordinate with materials finish selection schedule. 2. Concrete masonry units: grade N -I C1MU, unless otherwise indicated sixes per drawings. A. Special unite: I. Coordinate with materials finish selection schedule. 3. Glass rasorry units: (glass b!ooic) Per !JZ.C. section 8610. A. Exterior locations: nam" I. Coordinate with materials rinish selection schedule. B. Interior locations. namehnrs: 1. Coordinate with materials nnlsn selection scheduule. Part 3 Execution I. Brick and veneer: A Brick veneer steal! be supported on footings, roundation, or other non- combustible supports. It shall have W felt backing and ties at I per sad, 2 sf. or veneer. Provide 1 m1riloo b air space between veneer and backing. Provide approved +lashing at base or veneer with 3/16' min round weepholes at 33' o.c. max., !orated lmmnmmedeately above the flashing. extending From the air space to the exterior. Veneer elli support no load other than its own weight and the vertical dead lead of veneer above:. & Per AC. section 17103.1. 2. Concrete masorry unit (CM) A Concrete masonry unit walls shall be constructed to conrorm- to ASTM C90. It shall be laid up, reinforced, and anchored as shown on drawings. Q44OO 570 Part 2 - Product L As vx wn or drawings. A Exterior locations: namsoMfg: I Coordinate with materials rinish selection scheduie S. Interior locations: namaMlig: 1 Comolinate with materials Finish !election sc3hedti Part 3 ExwA§or L Stone Vermeer: A Adhered per manufacturer's installation instrmctiorms and in accordance With I r-FA . NES -358. END DIV &ON 4 DIVISION 5 METALS 05050 ME.T& FAS, ft& Part 2 - Procko -t L Bolts: Use sizes and shapes per dumgs, or as ree elm d for irate -mCied pvposes- METAL FA W, T ION Par. 2 - P?006= . 1. - .anca'ai:s and isua•draiis: K'rcvide it sizes and Locations as shave per deg. END 7'15004 5 - Division 1 THERMAL AND !"C S%W PROTECTION 11 _ pAIMPRO , I7 !+r, Part 2 - Product I Per IRC. sector 846 Part 3 - is xeclt or I. Per I RC. see. is m R406. 0 W VAPOR AND AlRETABIX Ig Part 2 - Product I. Ground cover:: & M1 poiy"lene- black 2. 8ullding wrap: mw the 'TYPICAL BUILOINCs MATERIALS' list on the drawings. Pan 3 - Exacutlar I Sss Division '1!, ;Enerced Requiri"ru. . IV1200 MWLA A -, " Part 2 - Product I. Fiberglass or rkneral wood bate, bloom mineral wool, and extruded polystyrene: A Wails: 1. See "e 'TYPICAL BUILDING MATERIALS' list on the dwas. B. Cellwg: L See the 'TYPICAL BUILDING MATERIALS' list on the amiss. C. Floor: I. Sat trio "YPiCA- BUILDING MATERIALS' list on the dwgs. D. Slab On Cer R-10 (per USE.C. Table 6 -1). s. Insulat m esa. A Suvderd sealant F oam Part 3 - Execution I See division T`. ww r ac�ulr el,ments ITd 'Mi4TFIRI& Part 2 - Product 1. Shingles and Foci t ies: A. See the "'vP1CAL BUILDNG MATERIALS' list on the drawings 2. !Meribram roorirg: A. 3 -p4 hot mopped. Part 3 - Execution+ I Install per manuracturer s recormendation and Chapter 9 of the IRC. 1 Part 2 - Product 1. Siding: A See tike 'TYPICAL BUILDING MATERIALS' list on the drawings. 2. Trim: A See the 'TYPICAL BUILDING MATERIALS' list on the drawings. 3. Writs: A Selo the "TYPICAL BUILDING MATERIALS' list on the drawings. 4. Other: A See #1e 71'1PICAL IDUILDiNG MATERALS' list on the drawings, Part 3 - Executlonm L Install per manufacturer reconmendation and Chapter 1 of the IRC. T ML Part 2 - Product 1. Gauge galvanraed, p-efir+ialii Part 3 - Exea d L Install per Chalpter 1 arms 9 of the LR G. l@ 100 ROOM& 81PEC ' TIES Part 2 - Product L Vents: A lividow veni nanuf acturemd by: L Coord lnat,e with rat rims rnisin aeiection schedule B. Mushroom v t: + Aruractured by: L Coordinate with rateriab remish selection schedule. 2. Gutter: A Corrtmre i&A a kah. precasted: L Style- K prorllo 2. Color: Mach rascia 3. Cuv+6pouts: A 2x3 ract,ilm+ia r r lismmWw prawa tool- L Color: Ml L& fascia 1 triem B. Tie to 1 drain syst.0111L eym 5 M11113IsiTSnn Pan 2 - Products 5kc31" to conrom syrr I RC, : sec t iornn RM6,6. 2. Manufacturer: A, Coordinate with mmater finish selection schedule. p1900 SEALANTS Ai-Q CALKING Part 2 - Products L Gamut! A. Setyan butadene caufRirg (5BR) 1. Color- Mau:h siding END DI VISICh 1 Division is DOORS AND 0 4 :s for 6 Moo WD ( - olem i eve!, Mla r - &Val. ti 1pe , -eve!) L:.m M A ot.ASTCS Fart 2 - Products L Panes wood 01100 t1. A Coordinate with ra w -a to --~ seter_ Q sal adu a; Oboe RQLfv- CAR = - 2. ; wad doors: A Coordinate msitF' materialist r.r.igh wis= for scx ea,ja 3. 506 and ra iYsd,O►e i0ex7r )- A CO WOftte &Artatsia 3 rinsrr select or! scroaL el Par 2 - °►oa.ct 4 Patio amor: A Coclnar" W,: li .mete►ieis rrrsr seteG:or sameau.•s L =•ar -+e _,most =ar - +lea ijww she.. ve mvaarmud it corr fie ormarce a:tr : e.%bi:e0 States 7et7_ 5. Other: A C.aordir to aitr materia is rr� selectior gdneawgL e c4gwwr-e, Standard %afe a mce so PS 20 0OC °S 20) sta,c+a -ds. A:1 K:r cried :iviiia m.. 'Bt. A .o s: an01 ra' ter - .'2m6 and � rCeri -w =-Fir 9 2 or vetter. EL 3esri and sr , nannera - 'Ax aria jiraer) Doua -Z• 41 or COMW. C. °ores: aro :sR7er's Do- -= - • �� �� D. Sr-am "toe, aria,r� . - at r arrc: - err -= -'2 a- cevw t Scn m o a o crow: .0 E ' .'!:s orb E-1G blereo mpaams6: Pmr es e art.fact✓er . A Coor~ws :isr -rera :s - rsr same rm or scatecu.+e. F. Gars r - �rma:ers :�'as 2. Grads caner. '!sort i . as. sae av"s '¢u0% r bs+ce seam "ss v4 �1 24F ovo:ls & at . -.r mm .0i a T�s wwor-:or saeeo.ie . : or::..ars a car: - eery- 24F ve :Fr->'- A r G A o -,rrar .smtW -ar-=* 5tvvi ara e wer 4- °uosaca/o%er.ao sraria laoa'D 'J 59 i A °A _ ?aura. L �.a r+laerwo. see "" I CA... 5. :%G ".4�A..5' : "s: or we 1011006 .. COO- siridWi o: set "` 5. -D NG * 4_5 _. 6 tna dmiaa K ?.:her • As -mczeo or Ora.- -mss. 2 °s-: e a Boara- 4 craasnnct A soot mNxer: . Z fig: 5"'D' . *% _. : a +see: rz- A' '-* see ors "o► ? 3 - -.sees A =- eacr c atdo Oarre= pits ..roof: - 0o' - . - .**ft vw oa lift o m00 " s:0i R t7me; re%dracliw r accora,,wce .to - - -let 'dMC . W- 7r - I G - 'Or "A ^ a'.0 .:D�la off" -iiOt7D Ye+ � t / M 02 1 3 - t 2 - 6 ' - s t bast Ea-Me _ A, E s Oe vmr m oc -c or Sane nta ✓!t a mist orma Gt7lraDa i +/nnp 7 mat OL .. a " CAW OPW e E__ s: mi ne -M ajW 00W �"1t0't Wo as a my __,. 2A', 'r a mrr,ea,� c4i' t - a 218' ana a : �s►uta s -. re of of r�C: mars tAi "* amaays 70 .00►, ow R C. sect or Q3E S. Sa- a 4= Per R sect or �. Sines 1: rs 90'1111111116 90'1111111116 Irmo Moor :O :. ~avraczjw � A :O Jr ' � o -nor;.! � r :A' -d a e :-Or ssemc 0► scree .e 5 5ya - C oovowic w 7 r+t� a i ~ ter C lsA Cr sovmo-a - U000 000 : us.w' Nemec_► a►a..•+a_s arc - -IOU -: = be a.ra aae Jocr -so.wt 5ss 'Qac- -&P-G se-as or era-,-M C Floc: assor a.oe ow-0 aro orac-mo Mani - tale !7e. , P0%.; �:.-V C -_ . L = sc a sit ors Z .s -ust ee ales o wo m -+rti.- ic..rw - :, s A C401`109-ra .; 7 -Ji s • :-- mr ss amct v SOWC16 a A = astsnrs &Plea abuts isms A -a s rs vas =rr%*- . "-s :" s "sss :v - tdrow- orzow as : .0r.rw 5c-sa -0 -s c4" mete . -r *Ter as ' -r ssairy sawx -e IR : Joe 4 *C- 3 4"kT :roof C IJ x '..fir rntlalrss " Csr■s . t• 5po O► penow 'rvrvr= A &:xro -w-a ..T rarw a• :- r♦ saar or screw -a W 410 J' bra '.: &- - --.WOW 04 ft 5-WOZP PoVir " /: 7-"!t CX.a: 07 a's �.- 1 619 Pa' ?3--mOS 5G: •+oleo: -6i a-c :.Z a.aslrs as :,' . sv 3 =asrss+r ::or . acim - - 6 1Ca be Pict -a = - w an T no scst eta , ass s:ast s Cols or or= or ae7CLbr as - met9m - -'sa a1sY atoms Cr . - 0 i >o_ acg . :sass ravMaa x oe aer-ow n. *.-* &-a -ro ascwe ow QC garep 40M S. tea: = -ea , 01! - - -me -•+aG a °r. a* crsmee.rme r sine -.sG am a-o --*a : ,s atvamct or ; 5w e:.. _a in maar .EC sec -or 4 uwo tG : ?Pr or. yr .Q.: gar- 7 bc t 3 "*'D . :C m� * www i - Cr 4te GJIs Ps- - - r- nor-.;. ew ' 'a a.-c .. ew. maw snow o► a-a1m.inos 2 .ate yam -uz axe - % re oe ENC 1 /San e c4owr"'.e - _00 :.G " •- --4;r =40 - ?'t Q: S ' - & - pia !r Qo -`? a " 'lot. - !alts e!:> ' -!'s ='b VC t ^ !0 4 M - -W'6 r -t -C WS _W;� - _r+ -- 141VO q6C:5 c"' .-* k - at IrmG scat -mc o E C f y 7 1! =►Sm..FS * +t - .: - d macmC. i tl1 inns Set A '�' ° fir 50:.Z Ks "iW�S sc s 00 &0&4" •t =+r ; Der ...arcacoa C1rar 0 0 00141111 : Ze .� era ?! - "W.& Sml�Cs "'i�!'i�S' R O' we d►4imtira� 4 =fie/- COO-.211111006 4111W W~Ift _VW aitm1111MO ► 9000.0 3 so mt -60how slur. A 'ot IV rte. as 'tai mm'!7 . &W dera•mw ~ 19w- aatm/s % .006 W'WU a A1tb/wcor -%a ai -nits s R a m O Amt~ am a �wr '- 8=0p WW 4: A OP ON= At ai t 49 098tAft .^C: 'i glee 00"'! 111111111111111111111111111111111: R,'r@R s fti 3 - 1Fiss 01 t W L'bC i'SA • • �'S err 'Ammrli I. qc - ` " `awe gwwn *W es a0s ► 04M oar wow sr,.as arms ^7r- 7- ._ .ape 9 S - :-t Qr : C1- .1IQ. _- IL ciall:1411111111" A ZacrC0 .r Vow 40 it : 'O"111111 0, gee(` Cr aOm■d.me : ' welt PC sa lwa A :o0dnr0 W ..z IMWere ' -sr' sores Or UPM160 a 0 " ,0 0 A Loev'etrra err 4 s' , %FWa a 'far sNBC v tams a.0 a: %& r PC 1r!!s M iD NO - JmvIse► ak -w- moms" 7aoimww r S 5004C.M mi &V - -t i n wwas, .& ovev" Ct7 lowa1} der► NNW. O a aaemcc ae1om we se-ie snni% mt more a ;perm lill4 t a? v4pwles `'*ma► gmgigMO avmtwms @I$@ TILE Part 2 - Product I. Ceramic, quarry and marble MOs: A Coordinate with materials rinisln re! ocati i n schedule Part 3 - Execution Rotor to *6016►acturer'6 recom malolati 051!0 W=- FLOORING Part 2 - Products I. Type- A. Coordinate with mmaterials finish selection scfadule. d t `f RESILIENT FLOORING Part 2 - Products I. T A. Coordinate with materials finish selection schedule. 06M CAM1Na Part 2 - Products 1. Carpet and Pad: A. Coordinate with materials rnlsh selectlon schladule. 109m.'l00 PAINTING Part 2 - Products I. Painting over prepared surface per manufacturer's reconnendfitions A. Coordinate with materials finish selection schedule WALL COVERM36 Part 2 - Products I. Typo: A Coordinate with Contractor/Owner material selectlons. END DIVISION 9 Division 10 SPECIALTIES 10200 LOWERS AND VENTS Part 2 - Products I. Hardware cloth screen 1/4' i/4' on sorfit vents as deeetailed. 2. Contin amts 2' performed metal soffit vent as detailed. 3. Roof vent (Sea Divlslon 01100) 4. Other veins as noted per plans. 103010 PREFACRICATED FIREPLACES Part 2 - Products I. Lowtion)Model /Accessories: A. Coordinate with materials rinlsh selection schedule. Part 3 - Execution I. See division 0100'26 For mist. assembly requirements for Fireplaces. 2, See division 11 enemy requirements_ 10400 IDENTIFYING DEVICES Part 2 - Products I. Building numbers: A. Coordinate with materials finish selection schedule Part 3 - Execution 1. instal in location per jurisdictional requirements. i WO TOILET AND BATH K.C.ESSORIES Part 2 - Products I. Toilet and bath accessories: A Coordinate with materiais Finish eselec-tion ach dule 10900 WARDROBE AND CLQWT SPECIALTIES, Part 2 - Products 1. Storage Closet: A Coordinate with materials Finish selection schedule. 2. Clothes Closets: A. Coordinate with materials Finish eeleectl schaniii 3. Pantry. END DIVISION 10 Division 11 EQUi MENT IIOlO MAIIINTENANCE ECUR' ENT Part 2 - Product 1. vacuus cleaning system: A Coordinate With materials Flrish selection sdHedulla li450 RESIDENTIAL. EQUIPMENT Pan 2 - Product 1. Garage door openers) A Qx rd'mnates wash materials F'w►igh selection sptaduin 2. ironing board cabinet for dr a wer). A Cocrd' with materials Finish selector scrmadwe 3. Frw standig appliances: A Coordinate frith materials F seism schedule. END OV15ON 11 Div ;sior 12 FiJIN5w066 05M WFAXX Part 2 - F►oa+c'. ( 1. 4wei0a treetomi A Coordwote w tr �aater:ais finish samsct or screma+ie EIID D ! V :2 D '3 SPtC AL COKS'QrC --ON 1350 O OOLS Far. 2 - 4oauca 5:00er design 13 3fa -c_ �. Par: 2 - 01 -010111ilcts L B A C.,00ro irate a: tr r4rtw a r r. r select or scrams END D Y '3 C. v *or 4 COwE`'1►e S =E`S Pei ; - °00X__ L pia ter A 'arc.=ac..,rw -oas rs mar- - Cosard-are i t -pater a s _ sew-- or scmea..et E'V;. D ✓SOS A 0 - rsor 5 rl=_ Pa- . - Gs+ca 1 "lever• :m Sir-IF - : ems c woos ass or Z We :.C: D Aso 30we tai --Jolts 3 Corc-acv .row a.. a Jncw c ono VAe: =acre- &.a- .. :oorarerte ..T o?S : asamss Per:: - "IX% C anneals a-C = ,!. w ores A.ist e a to :86 V ask c C * Z a , ar. O cr 7+e - sir vow cl � Gs ZAK -. .rT ac7n0> gor -omaw w - air rota:a's 10, C** CIw-aja r =erM B .mss AM C sag ow camas s ocat or zp� sac sum ft _ °_ rams a. amsr.7;W 2r +.ins vu.vr .& - W owa sic ,- T e a. a- c aA=,. -a rrN"Mes. r': lie cos •mere +s -e we sit mot ecarec arses c► arlmr sr c-..rt 0.0 A acxmrwes C Jaw me '..lerw cram "ite :11M K .aN,ra mmcaar 4. A owe" almatt 'I mms - rm %aft. sartw : O%OC n C 086CM L A - a w.w muriv ..%& mil . iiiolillillillilli� aysaeat a~7 Own: gwwo avo me~s a =elm w Zft ' = 7ad tow '7t 06 .roes `. 'n►r rM -COP we we * go g o C "Wawa - - at-oft ZOeodrlxmt aw vows "we s:s omw. a r-18tvr lsermtr +aaro. A a' vVe OW0640P V. win• we . !erg 1t rw ~ Arne &fw �ItOmt ~-40 as alter ow* A asormtkc lv+smiW Ilmpww % melilltr dwalp. 1? (coat.) Part 3 - Execution I. , � - O , "taller to dM gr true system to ismcrf�ate , sd c te oea' rsat.�rex+stts and rum •r a manner consistent with industry starmcards. Refer to general reou.remerlts. ! H VAS Part 2 - Product I F orced Air- A. Fwrnace system: 1. Coordinate wit materials finish sel ►cheduie. B Duct Work and insulation. L Coordinate with materials Amish selection sciled6!e. C. Air cleaner. I. Coordinate with materiels Finish selection schsduie. D Controls: 1 Coordinate with mater ais finish selection schmaL E. Registers with adjustable supply I. Coordinate witi- materials F!nish selection schedule F. Provide firestopping at 'B' vent !ocavon per :RC sections R602A and G242515.4 2. Fans• see division 11 energy requlrsorwts. 3. vents: '. Coordinate wio materials finish selection echeaule. 4. Exhaust Ducts- A. Terminate outside bulld!ng and equip with b8ckdraft dampers per UMC section 504.1 Part 3 - Execution I. The installer to desi the system to appropriate jur i6dir-Conal r and f in a manner , consis tent with industry standards. Refer to general r"iremmerts. END DIVISION 15 Division 16 ELECTRICAL 16000 GENgp�AL Pan I - Genera 1 1_ Electrical systsns to be bidder designed. 2 Regulatory realuirenerrts: refer to Division I - Genera: Requ!remnents. 3. Contractor to provide electrical diagramming layouw des circuitry. follow lighting p:an it provided A Coordinate with other trades. I(z200 POWER Part 2 - Product 1. ;:lire and Boxes. A Volt: 12 6A (3) Ora 1. GFI s Damp Locations B. Low voltage: standard types 2. Panels: Circuit breaks box fully labeied A Capacity: Bidder Design B. Circuitry: Bidder Design 3. Grounding: A Provide (!) 2 1/2' schedule 80 PVC conduit at Concrete stems wail for electrical service and (1) 5/8' dlameter x 8'0' long galvanized rod for electrical grounding. 4. Smnake Detectors: A Provide and install per IRC section 8313. 5. Fire alarm. A Provide and install per NEC. and as required by governing Fire marsh@ I I. Part 3 - Execution I. The Installer to design the system to appropriate jurisdictional requirements and function in a manner consistent With the indus'Jtj standards. Refer to general requirements and IRC. *2W WM AINICATION5 Part 2 - Products L Intrusion alarm and setimGwi detection "tom- A Cocrclinate with materials finish selection wAs luau 2. Phone system: A Coordinate with materials finish selection sdnedude. 3. lnterconnunication systoota. A Coordinate With materials finish selection sched 4 Stereo system A Coordi with materials finish selection schedule L KjHT!NG Part 2 - Products 1. Fixures: 1. Coordinate with materials rnnnesh selection schedule; 2. Contro!- A Switches-', Coordinate with materials finish seiection schodule: 3. Dierers. i_ Coordinate with materials finish selection sc:h Jule 4. Boogies- L Coordinate with materials finish seiectipr+ srhedulm 5. Other. I. Coordinate With mmaterials finish 6sieG :ep+ sd"bedule. Part 3 - Execution L fie installer to design the "tam to appropriate jurisdictional racIi,oiramirts and funacor r a manner consistent. sitm the Acker" standards. Refer to general reesa 6irerermts_ END D i6 Division ':"1 ENE%y REamwm s WASkWsTOW STATE E - EWaY CODE - General dotes. � 't ;mats hematerfs) shai! nave a separate parer or gas vuot'r am .SEC Sec. 504.4. 2. i}ovida ar 9 r-ce+pre";bie, insuatea soma ce, u:•r a Vie R -10 uU mra; res.stareat :/tiar- a .mater neater is locatw in ar :rrioated space or 's sc Or a concrete '!oor cw tll6EC Sec SC42 3. ,.later ►eaters are to fleet A!I r'596edrid'ts or tree W `atina. AM*ance Ever% Conservaivorb Ac-- fWCA) and oe abeled per ,:EEC Sec. 5C42' A. 'em110eratire settling snaii tea set :0 70' r or 4 C oar ..6EC Sw- 5043 5 5110110ers orb avir"ies snail in-: ` 0 :o. teas truer or r a. 25 gpm per „EEC Sec 504B, and -A 5 56-CWM O'1W.s 4 Save 402323 6. %=7 rtcaQ' i1g 'wms.,,,at for t0 conforr n - trr .:EEC Sec. w ''_A_:�- A 30:'is to Harr. air "ay soacS atxsvns ft" Der RC. 5. 5arries to 4 t a o 6' v %*,ca. i6 at7on3 : v ca : :w.,at.or. C. 5ar °w to witwrm0 7' veer-cca:� agave 40" = : 'rmu.at'or. .a. ra - -door" to carttorr i t ..SEC Sac SO2: 4b. A. A.. 'aced eartt :m6a:4r to ce rats st ipwmo to avoo convress 5. ='G err ::.r aced Pa %* it ZOO ni.ra 4CV to C.Onfo- i •r .WC 51111111C. SC -t'. A = aura: or warts to oe awa ems so wW. 7 m o- tm #Wit s ow,a_ ere user b race 0 ✓W r oor ssu..at or- B A -.-. c and orate. scar access onnare $ are :c as -*t altooi aria aes ner - st -c m to a ev-s xkr va wt to 7e %0.a:4r cr 0 &J-a0co o srraees, ewer .WC Sac. 3C2 ' A A le. "G tt.l'v Corr o tc CO► -& .f. Sec 5e. ,6 =ovs :c rmevt a o►+s 0M, G..e Or ess 'a =our • oc=:err�su r- era=: --aceo� %w" a , -a :s0 vacv cos or -meta AM a► Ins .err* slime 0 we - s..r. @per .6E' Sear W 61 e .a ! to nna re a ..apor - isomer K Qemcatsec 'a . mac_ rxt rss W c0M. _ter ..SEC gar- W's s A 12 a .iwa ris-a: c► s ^eta no aro ass ".a art. :o one - emiam. --so ..a R- .,a .Fes as wwLr e :. dDft 6 - or 6 - 13 5 x , 6, r c ALoL oc qmm one _a-wiia Cove vine we a a a� true arourx i - - -r ► cra. seacaa '!4 JeD Vt.r1 ammo ?fie /mG corner ! :C a �+� at7C'ma0 i - -'relr s' a . tie :a_ ernes ekcs+o 1 :PW xanc6: 7+e ann. lace :.G 70 = 06/mCia :.O► .a Oar ..6EL Sec. 5s if . - b -. 14 4 *;rwor 000ps etCM7: X - 0 6:;ea -Woos srua Oe .nnaatrw s-: Cvema eta ..WS Sec 7Ca A:o B Ser. Cc rust ammo = ,a -Atw PC mac - /nnCOno . aao scaeces we ere - se..a- -s o Der 1'EC Sac 7iv3 V a .11114C - - ow7w 51' 16 - pmt: -0 auca r Xic -ono - _ OW maces s►aa Moe ro.aum :c a • - o' Q -e moer .SEC Sac 5039 A O ars are-. • - r' :-us - � = es . . a .. or - Vo. -w w ZW . .rawwator 6: r`.e J.- or arc -moC ;, Z ' i..r,.Z. 511181--or m A - eauaat s:rmoea-a :c co-t . - -r -SEC Saes W. x 3 C 0 0 C:.. ►o &we err» -sou - --- ere .i Asa sea ono Z&W- -_= �- .mesa: - ere: - =ea Io : a ' 0 esa0a or . EeS See c W- a ;, A £atr Or _ C V%* a-ar+c ..•+oe1:6 WO aver '-amuw : Ocw rm oer.ww .a is arc = c.rie . y - -vo, -ri at.ntr .a s ammo -ac: aro .a Cates A - a: aarmra: Oft :: ­: 1w, vw -. ro.x r -a i - Ocs 0-c - oes a►o ' witmm - Brut 0u. 0-W.- mr- love � EN. D /SC N - .. I i 1 � _;: t . r..� �,, .� , 1 �M p _ - c '- � �.- LA � 0r ;3^% 1 % t.: • p .t.� 0 1 1_____�_ �=- �C " ." + Z , 0% 4 N. \ III , ,",.. . .. - " i `+ I 1I . ^T+ -� ?� . - ` -� '"-`" '` N1_ � , . 1. � ""��� I 1:�'� - "�' � 7- , � I , . ' � I i 1 � w I ! i i 1 0 1 glo .< Z 0 �=- III 1 I i m ' I 1I . ^T+ -� ?� Q ca 10 I CL O i Z 0 00 a. V 0- > i I W w I PQ F111111111111114 **" 04 X i Cr Q 01 glo .< Z 0 �=- ca L 0 e4 V >- r-- W H Z 02 CL O Z 0 00 a. V 0- > 0 0 ;a AQ � J U f so LL; T .) ,< A a W 0 Uri a, Z z .< g Q a � rt u Cr x� o ON" 02 00 W 0 00 [a M 0 Z s�i Q M EM4 E-0 In CA [t_ r CL: K. 164 O ,4r g % a ) °' h = ~ % h F-- ti 'rs h r � Z 4 �= I 54 ftq h ; 4� _• i F -.91!� X AZ "- _ - Roll s J .� - -.. _ . - �.- _. _. . - ..... -�. .� ,,..� - ...- _ _ . _ -- -C - � .�..- -_.� - �.. _ .. .,rm..-- -_ _ - ._ - _ ter-,_ ,.-.ter _..r._ _ _ _ -.- - ___ _-, _,-., _ ^.-._-..+._ __ .... .. - --.-..w.� �.-. �.�.�...w.••.�.. .�.. - _.-.-.�'r - l..�q -. -. - ..�..�._ .. - -.�_ + �v �..• __ • oft 4W ob 16 14 0i v CRAWL SPACE VENTS !. CRAw;._ SPACE AREA __ I 1 -- SF 2. CRAwI 5PA AREA /150 3.¢» 5F OF VENT AREA REQUIRED 3. '' VENT S;ZE = 14'x8'x. - l5 V15% E;:r-!CIENC ') = .58 SF PER VENT NET FREE AREA 4. VENT AREA % 5B • VENTS REQUIRED. 5. _ _ -. VENTS SOWN (SEE PLAN FOR LOGAtIOt�� 6. 14 -- VENTS x .58 = 8.12 5F OF VENT AREA PROVIDED. - 1. VENTS S"ALL BE COVERED WITµ CORROSION RESISTANT WIRE MESS4 WIT" OPENINGS OF 1/4' 1" IAX. S. VENTS LOCATED IN RIM JOIST MU BE PERMANENTL`r BAFFLED. ,.JSEC 502.1.4:1 !rte Mif'ti•T♦ N GENERAL FRAMING NOTES 1. SEE TYPICAL ?"A'ER'A,S "'ST ON SECTION 59-4EE' 2. SEE 54-oEET A FOR ALL GENERAL NOTES AND FOR ALL REQU!RE>'"lEN'S CONCERNING r"EC"ANICA�_, PLUMB!NG, AND ELECTRICAL. 3. TRU55 DESIGN By "FG, TRUSS PLAN SHOtJN 15 FOR GENERAL LAYOUT ON LY'". SEE DIV. 6100 SHEET A -' - TRU55 LOADING SEE DIV 010007.A SHEET 4 - - TRU55 SPAN PER F LOOR PLANS • TRUSS TYPE PER ROOF FRAMING PLAN 4 ROOF FRAMING SPACING. 24' or- ,+N 0 5 ROOF PITCH- EXTERIOR. PER Ei =V,4 - :ON INTERIOR PER SECTION. 6. RAFTER TAIL 2x4 VERIFY. 'T. ROOF TAIL AND RAKE O VER"ANG PER ROOF F= 8. ALL "EADERS ARE 4xI0 DF '2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' - SPAN AND (2) TRIMMER STUDS OVER 4' -0' UXO. SEE DIV. 06100 S+.4EET A -1 9. S NOTCHING= AND BORING P ER I.R.C. SECT. 0 ; 602b - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 4096_ - 6096 MAXIMUM BORING IF DOUBLED WITH N,'- - IORE THAN (2) SUCCESSIVE STUDS BORED - NON- BEARING ?"AXIMUI'"1 NOTC►4 409., BORING 60%. - ;40LE5 NO CLOSER THAN 5/8' TO FACE OF 5TUD. FOUNDATION KEYNOTES FP 9 1 . � W FOOTiW_s. SEE DETAILS FOR ADDITIONAL I I I I CD INFORMATION. SEE DIV. 3 6+4EET A -1 IY FP CONCRETE STEM WALL 6' WIDE WITI -i MIN. 12'x6' C FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 tr CONCRETE SLAB ON GRADE F)44ALL BE A J Q FP� OF 3 THICK STEEL TROWELED FIN15", W/ 6x6 - mm WI.4xWi.4 WJF ON 4' GRANULAR FILL. SLOPE 2' TO I DOOR PROVIDE 7441CKENED EDCsE AT DOOR of SEE DIV. 3 SHEET A -1 U I POST ON CBbb. 1' ABOVE SLAB ON i ID 36'x36'x8' "AT FOOTING ON SOLID SUBSTRATE Lj W /(4) 0 4 BAR EACH WAY. AD SEE DIV. 3 SHEET A - 1 Y FP CRAWL SPACE VENT SEE CALCULATION BEL V rA SEE DIV. 1 SHEET A -1 0 N C ALL CRIPPLE WALLS ARE TO BE SPACED * 16'0z. U.N.O. AND TO BE OF A SIZE NOT LESS T?'••IAN THE V STUDDING ABOVE. WHEN EXCEEDING 4' IN THE STUDS ARE TO BE SIZED FOR AN ADD';ONA_ Q U FLOOR PER [.PC SECTION 8602.9. 9 LO SEE DIV. 6 51 -4EET A -i ci 4xi0 BEAM LINE. MIN. 1' CLEARANCE FROM V CONCRETE AT END OF BEAMS SEE DIV. b SHEET A -1 0 FP -8 4x4 PRESSURE TREATED P05T (SCAB POS AND C � G� UN-0. PROVIDE 4x6 POST 0 BEAM SPLICE - ~ POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL 16 6 /D1_ SEE DIV. 5 4EET A -1 �0 FB I ?~P -� 6 MIL $LACK POL'+'ETI- +"LENS GROUND COVER I ON GRADE. SEE DIV. ? SHEET A -1 V ELECTRICAL SERV!CE- FP-10 PROVIDE (1) 2 1/2' SCa- 4EDULE 80 PVC CONDUIT FOR ELECT R!CAL SERV'CE V AND (1) 5 /8'x20' LONG GALVANIZED ROD V FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERiFY W1 51 7 'E CON D ' i ON5 Fes ,_ `• BLOCK OUT I N 5TE' "JAL! FOR DOORS, "VAC, E - C. AS RE QV I RE D F>A_1Z '8'x24' CRA,l,L SPACE ACCESS. 'NSULA - E AND BATHER S`RIP. SEE D V. 01002.1 Si- A-122 Fes,_13 ; PRESSURE BLOCKING OF 5A" "E 5iZ` AS AD.:ACE'NT .:O ST. 24'X24'X" — A' x-00' VG 0 50 D S..B5 '�2A w,/ (2) •4 BAR EAC*- ,•,;A" OR 12'Xl' STR!o POO'.'\G PER DE! Fp _ •� 30'X30'X" "A =00� NdG ON 50" D 5..55"RA I,,,/ (2) 0 4 BAR =_ AC:-- „,,A” OR '5'X" S P =00 - I\G PER D = - A'- 6 '• 36'X36'X'2' "A = 0O' ON 50_ '� w% (2) 0 4 BAR EAC"i ,,,A`'' 5'..B 5`EE_ '2' 'N 5 -45 'o - 2'0c =_OOR �0 5 I D _.S SEE D 'V. 6 5•• -EE' A- _c,_ .0 5` OVER 5t-- cm=0R'_ 5E=_ D v 5 ON 0602 Sco -E=_" A- - 2 2 � a ,aR= � - _�V�V= 5 A Oc BE 5k..c=0R 45 A3CVE A-*%D 5.= -0.... SEE D V. b 5--E A - -•� Vr V i A =- \= ; 0 ' -« EX EN % _' ER "\ E' B =_ -0 S�.RRJI.t^. �3 !sRs -• ^� ' ^ A E 5 - - -- t I-- Covered �M ~ -• L -mil 77' ` C �, _ `f-� - - - - - 4 f ` r I '00 00 a rSE= a w-r "' st ISO tea_,.\... /A Ic r - " C cy- ~ ••'t I !rte Mif'ti•T♦ N GENERAL FRAMING NOTES 1. SEE TYPICAL ?"A'ER'A,S "'ST ON SECTION 59-4EE' 2. SEE 54-oEET A FOR ALL GENERAL NOTES AND FOR ALL REQU!RE>'"lEN'S CONCERNING r"EC"ANICA�_, PLUMB!NG, AND ELECTRICAL. 3. TRU55 DESIGN By "FG, TRUSS PLAN SHOtJN 15 FOR GENERAL LAYOUT ON LY'". SEE DIV. 6100 SHEET A -' - TRU55 LOADING SEE DIV 010007.A SHEET 4 - - TRU55 SPAN PER F LOOR PLANS • TRUSS TYPE PER ROOF FRAMING PLAN 4 ROOF FRAMING SPACING. 24' or- ,+N 0 5 ROOF PITCH- EXTERIOR. PER Ei =V,4 - :ON INTERIOR PER SECTION. 6. RAFTER TAIL 2x4 VERIFY. 'T. ROOF TAIL AND RAKE O VER"ANG PER ROOF F= 8. ALL "EADERS ARE 4xI0 DF '2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' - SPAN AND (2) TRIMMER STUDS OVER 4' -0' UXO. SEE DIV. 06100 S+.4EET A -1 9. S NOTCHING= AND BORING P ER I.R.C. SECT. 0 ; 602b - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 4096_ - 6096 MAXIMUM BORING IF DOUBLED WITH N,'- - IORE THAN (2) SUCCESSIVE STUDS BORED - NON- BEARING ?"AXIMUI'"1 NOTC►4 409., BORING 60%. - ;40LE5 NO CLOSER THAN 5/8' TO FACE OF 5TUD. FOUNDATION KEYNOTES FP CONCRETE 5TEM WALL 8' WIDE WiTN MIN. 15'x„ � -I FOOTiW_s. SEE DETAILS FOR ADDITIONAL I I I I CD INFORMATION. SEE DIV. 3 6+4EET A -1 IY FP CONCRETE STEM WALL 6' WIDE WITI -i MIN. 12'x6' C FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 tr CONCRETE SLAB ON GRADE F)44ALL BE A J Q FP� OF 3 THICK STEEL TROWELED FIN15", W/ 6x6 a mm WI.4xWi.4 WJF ON 4' GRANULAR FILL. SLOPE 2' TO I DOOR PROVIDE 7441CKENED EDCsE AT DOOR ca O SEE DIV. 3 SHEET A -1 U I POST ON CBbb. 1' ABOVE SLAB ON i = bxb P - 36'x36'x8' "AT FOOTING ON SOLID SUBSTRATE Lj W /(4) 0 4 BAR EACH WAY. a SEE DIV. 3 SHEET A - 1 Y FP CRAWL SPACE VENT SEE CALCULATION BEL V rA SEE DIV. 1 SHEET A -1 0 N C ALL CRIPPLE WALLS ARE TO BE SPACED * 16'0z. U.N.O. AND TO BE OF A SIZE NOT LESS T?'••IAN THE V STUDDING ABOVE. WHEN EXCEEDING 4' IN THE STUDS ARE TO BE SIZED FOR AN ADD';ONA_ Q U FLOOR PER [.PC SECTION 8602.9. 9 LO SEE DIV. 6 51 -4EET A -i ci 4xi0 BEAM LINE. MIN. 1' CLEARANCE FROM V CONCRETE AT END OF BEAMS SEE DIV. b SHEET A -1 0 FP -8 4x4 PRESSURE TREATED P05T (SCAB POS AND C BEAM WITH 2x4) ON 90' FELT ON MAT FOOTi%iG G� UN-0. PROVIDE 4x6 POST 0 BEAM SPLICE - ~ POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL 16 6 /D1_ SEE DIV. 5 4EET A -1 �0 FB I ?~P -� 6 MIL $LACK POL'+'ETI- +"LENS GROUND COVER ON GRADE. SEE DIV. ? SHEET A -1 V ELECTRICAL SERV!CE- FP-10 PROVIDE (1) 2 1/2' SCa- 4EDULE 80 PVC CONDUIT FOR ELECT R!CAL SERV'CE V AND (1) 5 /8'x20' LONG GALVANIZED ROD V FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERiFY W1 51 7 'E CON D ' i ON5 Fes ,_ `• BLOCK OUT I N 5TE' "JAL! FOR DOORS, "VAC, E - C. AS RE QV I RE D F>A_1Z '8'x24' CRA,l,L SPACE ACCESS. 'NSULA - E AND BATHER S`RIP. SEE D V. 01002.1 Si- A-122 Fes,_13 ; PRESSURE BLOCKING OF 5A" "E 5iZ` AS AD.:ACE'NT .:O ST. 24'X24'X" — A' x-00' VG 0 50 D S..B5 '�2A w,/ (2) •4 BAR EAC*- ,•,;A" OR 12'Xl' STR!o POO'.'\G PER DE! Fp _ •� 30'X30'X" "A =00� NdG ON 50" D 5..55"RA I,,,/ (2) 0 4 BAR =_ AC:-- „,,A” OR '5'X" S P =00 - I\G PER D = - A'- 6 '• 36'X36'X'2' "A = 0O' ON 50_ '� w% (2) 0 4 BAR EAC"i ,,,A`'' 5'..B 5`EE_ '2' 'N 5 -45 'o - 2'0c =_OOR �0 5 _.S SEE D 'V. 6 5•• -EE' A- _c,_ .0 5` OVER 5t-- cm=0R'_ 5E=_ D v 5 ON 0602 Sco -E=_" A- - 2 2 � a ,aR= � - _�V�V= 5 A Oc BE 5k..c=0R 45 A3CVE A-*%D 5.= -0.... SEE D V. b 5--E A - -•� Vr V i A =- \= ; 0 ' -« EX EN % _' ER "\ E' B =_ -0 S�.RRJI.t^. �3 !sRs -• ^� ' ^ A E 5 - - -- SYMBOLS do LEGEND C Lc v= / (S �`' log \- .• ' �.;� _ Q QCs _..v o�� 7 r- L` C. 5' 777Z: C� I � I I I I CD IY C tr J Q l.I.� V a mm I ly ca O N� U I i ONE" ' h oink t c...` ` - F010)A • 6 ZI C W CC W rn W IY C tr J Q l.I.� V a ly Q U Lj � a Y v 0 z 0 N C c Q U 9 LO ci C G� F-- ONE" ' h oink t c...` ` - F010)A • 6 ZI 61 �` ... - iwr.... �iI'•+"- rte-' •r ..,�- . - ^."�- �.�..� ,.— ...�.ws.��.. �.. - �- •— • HEATING SYSTEM SIZING TOTAL SF OF HOME DESIGN HEAT LOAD FACTOR DESIGN HEAT LOAD 2360 SF 20 Btu /h•fe � 47200 Btu "VAG DE5'G!', _OADS GALCULATED PER WASN'NGTON 5 *ATE ENERCsY CODE. GO"''PL!ANCE WITH C+4APTER 9, PRESCRIPT VE APPROAr" FOR CLIMATE ZONE 1 - UN.O. - - -+ 11C - -� ' -r ' _r_ or Sc . MAIN FLOOR PLAN - A_ 7 sIIIIIr >r r'-Fw GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 2360 SF 483 SF 20-5 % S.F. 15 CALC,uLATED USING THE REQU SET FORTH iN T.' ;;JAS+41NGTION STATE ENERGY CODE. C01'"PL I ANCE WI TH CµAPTER 6, PRESCRIPTIVE APPROAC", OPT ! ON 3 FOR CLIMATE ZONE 1 - U.'N SYMBOLS AND LEGEND �] FAN- DIRECT VENT TO OUTSIDE MEC"AN!CAL, PLUMBING, AND ELECTRICAL - BATNROOM5 /LAUNDRY 50 CFM M!N. 5Y5TEr' FOR UNITS: PER Div. 15, SEE S "EE* Al - KITCHEN 100 CFI"? MIN. tom: cI� L i - WµOLE +-✓'OUSE FAN 100 CFM `'1IN., VTOS FURN Wµ u1OR W+ - I OLE µOUSE EX H AUST FAN CONNECTED TD A ?4 HOUR TIMER - 110 CFM MIN., VTOS A. PROVIDE 7' DIAMETER F RESH+ AIR INTAKE FROM 0 r- w; OUTSIDE TO RETURN AIR PLENJM AT FUFNACE FT] TNEWOSTAT 0 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERr'TAL EXPANSION TANK AT WATER O 110v S DETECTOR PER I.RC. NEATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WAT "EATER TO FRAMING AT TOP AND O BOTTOM. PER UPC. SEC- 608.5 4 UMC SEC. 303.4 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE °1 OCCUPANCY SEPARATION. .� APPLY (1) LAYER OF '/z' G.W.B. TC GARAGE CE'LING A UNDER ATTIC SPACES AND '0 AL_ BEA AND POSTS SUPPORTING A FL - CE' L iNG ASSEt'"B;." 7 APPLY (1) LAYER OF g /a ' TY ' X' G.W.B. TO GARAGE CEILING WHEN UNDER WABITABLE ROOMS DUCTS TNROUG+ - 4 WALL OR CEILING COI" MC\ -0 11'42 b ' -6 . NOU5E SHALL HAVE MINIMA 26 GAUGE STEEL PER -- ter I .R.C. SECTION 8309.1.1 SEE DIV. 01002fo A. SHEET A -I. U _ 1 ' MIN. SOLID WOOD CORE, +4ONE`-COr - S CORE P __J STEEL, OR 20- MINUTE FIRE RATED DOOR. 5' -0' 5' -6' S' -b' 2' -3' 0o 10 100 JI SEE DIV. 0100 2.6$. 54-+EET A -1 I _ STAIR ASSEMBLY NOTES: PER ;.PC. SECTION R3:1.5 AND DETAIL 12/D2. A. HEADROOt"' MIN. b' -8', WIDTH MIN. 3' -0' 1 B. TREADS 10' MIN. DEPTH AND MIN. WID7N O;: 3b' I ABOVE +4ANDRAIL HE!GNT, RISERS ~ "A «; T. TREAD NOSING TO BE MINIMUM 3/4" AND A "1AXIMUM OF 1 1/4' ON STAIRS WITS-: SO - D RiSERS. b C. HANDRAIL MIN. 34' TO MAX 38' ABOVE i TREAD NOSING- +4ANDRA!4 TYPE 1 CIRCULAR TO H AVE 1 MIN. TO 2' ` AX. GROSS SECTION DIMENSION AND ' '/2" MIN. CLEAR FROM UJAL, Patio RETURN RAIL ENDS. HANDRAILS 5+4 ALL 5E ;,� STRONG ENOUGH TO RESIST A 200 POUND POINT GONG LOAD IN AN` DIRECTION PER IRR.0 ',45-E R301.5 D. INSTALL FIRE BLOCKING BETWEEN 5 �---- I NOOK A- T TOP AND BOTTOM OF EA C,­ RUN PER POWD i4 I.RG. SECTION 86028. E. COVER USABLE SPACE UNDER STAIR W/ P - _ ` /z' G.W.B. PER !.RC. SECTION R3112 �. 0 F. IrNTER'"EDIATE BALU5TERS 5+4ALL BE SPA ED V ►� v W/ LESS T;4AN 4' BETWEEN BALUSTERS. E G. PROVIDE STAIRWAY ILLUMINATION =R "303 } I.R•C. SECTION R303b. - ! SEE IV .010 2.b 54 -+EET A -1. V SAFETY GLAZING PER i.R.G., SECTION 8308 P -4 A WINDOWS WITHIN 18' OF FLOOR 14 B. WINDOWS IWITkiN A 24' ARC OF DOORS C. WINDOWS AT TUB5 AND SHOWERS ' I D. GLAZING !N DOORS E. WITHIN STAIRWELLS V .12 Y Kitc F. WITHIN 36' +•+ORIZONTALLY OF WA < NG SURFACE, 60' ABOVE NOSE OF TREAD OR 0 OF WALKING SURFACE. SEE DIV. 08800 8*4EET A -1 0 Family -- _- _ _ - - - -- P -S EGRESS WINDOW PER I.R.C., SECTION R310 SEE DIV. 08600 SHEET A -1 44 i CARPET _____ I IGNITERS FOR GAS FIRED APPLIANCES !N P_(p GARAGE TO BE 1 8' P' ABOVE TOP OF SLA5. V P -121 / SEE DIV. 15 5+ -4EET A -. fA L COVER WALLS ADJACENT TO U55 AND 5?` -OWER5 "': ' -6 Fu>'zv I / �- wtT►4 NON - "NT MATERIAL• TO T2' ABOVE V 6� / DRAIN !NLETS, PER I.RG_ 5ECT!ON 30— V ' P / SEE DIV. 09250 S+µEET A I�R - + s / / LAYERS of FL 04 (2) OOR SHEAT+-+ !rG OVER � I — — — 5 %f_ YES �`+� / FRAN''NG. N. RUN !F :ORE AN r •36' ! 4 LF L , i (3) RISERS, +; rteE WA�� , / n9 ANDRA�L. REQLi:RED �4 '.Q.G. o C. 8 �' iF -_ P CAR -101 li / PET 12 SEGT`ON R3i;5b. SEE DIV. 01002 � 5+-EE' A - 2 2 `x_ � a i I - i8 x24 CRAWL SPACE ACCESS. :N. AND �► 5' - 3 ir1 4 _ ,' / WEAT+-+ER STRIP. SEE DIV. 01002.' 5+ - .*EE A `�. u , P t °, / ,� ` P - TT: C SPACE AG -, 30' - r AD VIN` L v CL.E ARANC.E. -E ' _ "�►SuLA AND „r�AT -»ER STR=_ . r — — — • I P * 3 SEE =);V. 0'0021 5 --+EE' A- BREAK L'NE I � . L5 .. 2�' `.. f �' I , Y� a _ • :;:�►.._ ' RE ABOVE ,L!Y' .L!_ _ �--- y 335' e . 3 0 I BOOKS ' =�REE'=t- ACE A55E"55_` NC 1 1J° t4R I 0. - P - 'S .. RECD VENT o` .- ` l i A. `RE A...ES, �.5 - A_ L - - :01%5. S"A.-_ - __ - - - - - - - - -•..•, �.: SPEC =cA SEE D V. 0'0028 5--EE A -' 26 �� CASE B. ZERO C_EAR.dNCE ='RvQ-ACES REQ. RE"'Eti - 5. ' \ SEE D ' v 0'002 S- E ,a,_ . �_ , C. -- EAR 5--A`_ GO*•r0�2" - 0 QC. \ �Q►. 4 L_ _ _S pen � Oyer -------- � , �- -- � � _ \��� F0- '11 SEE : �/ 0002's �4 ° G- I A - t I - I G.^lN.. 2 � , \ �v >t .�►- = AS-- =_ OOR =ER _ = _4 \ „ ,. r' � SEE 5 " 4 D-4\ =0R E X"= \' 0= _'x. _'CS ;C - gA%60"' 4c'3G`.iE \ -� 3f�' rs...=�%R:. _ °EQ 4 2 :. SEC CN R3 r — — — — — — — — — — — — — — — — — — — — — — — — — - "„ , I y ' �. Il- 1• 'Cow r S 75 Covered I ,per i - - -__ - - - -- � -- - - - -_- - -� � ! 0 f— -x LL -ter. F - `_ • - ". . — 1 � t - - - - - _,, -- -- ---� -- '� UAR E FOOTAGE — T - GENERAL PLAN NOTES 1. SEE SkEE' 4 -' =0R ALL GENERAL NOTES AND REQL.IRE"ENT5 �. E NERGY AND AIR Qi AiL;"'Y 'NFORi'1A'rION SEE Div-'l 5"EE7 A -' 3. SEE 5 E'_ E FOR WIND01W OPERATON SEE Div. 8 SHEET A -I 4. SEE TYP "1 AT E RIAL S LIST ON SECTION MEET 5. SEE SHEET A -! FOR ALL NOTES AND REQUIREMENTS CONCERNING 1"EC+4ANICAL, PLUMB AND ELECTRICAL. FLOOR PLAN KEY NOTES MAIN FLOOR U PPER FLOOR r 1 g h 4� rr J" "n Ise" 3FARTIM NQ dMJM 1223 SF 1137 SF 2360 SF GARAGE 612 SF DECK PATIO - 1716 sF SQ.. -LW %Gf =c - �.s.�� - -e C .� =S _� Or M.C6. S A. V �`i�iiGv AM A3 r ft L q LU tom: cI� L i I � 0 r- w; iy 4 U) In U W M� W O U �1 < Cr O a 13 Y C0 cc c C) c) a O i g h 4� rr J" "n Ise" 3FARTIM NQ dMJM 1223 SF 1137 SF 2360 SF GARAGE 612 SF DECK PATIO - 1716 sF SQ.. -LW %Gf =c - �.s.�� - -e C .� =S _� Or M.C6. S A. V �`i�iiGv AM A3 r ft L q LU tom: cI� L i C iy 4 U) In U W M� W O U �1 < Cr O a 13 Y c C) c) a O C C C c!1 g h 4� rr J" "n Ise" 3FARTIM NQ dMJM 1223 SF 1137 SF 2360 SF GARAGE 612 SF DECK PATIO - 1716 sF SQ.. -LW %Gf =c - �.s.�� - -e C .� =S _� Or M.C6. S A. V �`i�iiGv AM A3 r ft L q F _ 8 1 ALL FLOOR J015T ARE: 9' %' TJ! PRO 150'5 a 19.2" or- VERIFY W1 "FG LA�'CUT. SEE Div. 06100 A .Q 4 �v i i i UPPER FLOOR /LOWER ROOF i FRAMING I allift wor-a - "'�"w -..'�• w...+.�....i.�A'�".� "�.�� # '�'."� �....�- _ +..tea.. - ,�,. � ...- -��.� .- � _.-. _ _ _ _ _ +,-,.. � ..,,�„��.,. -+_" -.-^�- v • -. •.. __ ..^..w . .-,.r .. ._...• .�. r -... ,�. _ .. _ :.�. �... �� - - -. .. _ _ r GENERAL FRAMING NOTES 1. SEE ?YF',CAL ► !A *ER!AL5 L!S" ON SECTION 5+ -+EE' 2. SEE A -1 FOR ALL GENERA,- NOTES AND FOR ALL REQuiRE`"1ENT5 CONCERNING PI i"51NG, AND ELECTR!GA_. 3. TRUSS DE 5!G N BY `"IFG. TRUSS PLAN 5 "OUN �5 F GENERAL LAY OL47 ONL`'. SEE D v 6102 6 A- - TRUSS LOADING SEE D!v 01000 - '.A So4EE' A -' - TRUSS SPAN PER FLOOR PLAN5 - TRUSS TYPE PER ROOF FRAMING PLAN 4 ROOF FRA"•!ING SPACING, 24" o.c L- ,NO 5 ROOF PATCH- EXTER!OR PER ELEVATION INTERIOR PER SECT'ON. 6_ RAFTER T AIL 2x4. V=-RIFY 'l. ROOF TAIL AND RACE OVERHANG PER ROOF FLAN. 8 ALL "EADERS ARE 4x10 DF 0 2 U.N.O. PRCV'DE ' 1) TRIMMER ST;�D UP TO 4 - 0' SPAN AND .'2) TRIMMER 5TUD5 OVER 4 -0' ,I\.O. SEE Div. 06100 5�4EET A -1 S 5rUD NOTC"iNG AND BORING PER '.R.G. SECT. 8602.6 - BEARING OR EXTERIOR WALL MAXIMUM NOTC -+ 25%, BORING 40%. • 609 MAXIMUM BORING IF DOUBLED LL1:T6.+ NOT '"SORE THAN (2) SUCGESS!VE STUDS BORED. - NON - BEARING MAXIMUM NOTCH 40%, 30R'!�,G 609.. • HOLES NO CLOSER THAN 518' TO FACE OF STUD. FRAMING PLAN KEYNOTES F _ 1 BACK FRAMING AND SOFFIT AREA AS ��� � •, 1 E i r � — • � • �w� i �` - - C'� OF !-A _ ` f V ♦ f. Pr--z %w ;iii - Ei~ SYMBOLS &LEGEND C C11 4 z Nea a�� 7 V v � SCR c �3�xx N - C-4-F c 1e 4710 � ON rk� %.-� �. ACV: - A%— IMEZ-0. AS i+fE rC' ° qb^V --ESE REQUIRED TO ALL FOR NVAC Dl1GTING. I SEE DIV.15 SHEET A -! i F RAKED PONY WALL ON TOP OF LOWER ROOF cr- w -2 FRAMG T"► INEi`'IB`cR5 SUPPORTING UPP ER w ROOF FRAMING MEMBERS. F_3 ALIGN EDGE OF JOIST WITS -1 FADE OF WALL � N ALIGN INSIDE FACE OF SEAM WITC -1 OUTSIDE U Q -4 FACE OF WALL Cr F UPSET - BOTTOM OF BEAM EVEN W/ B0" . 0" OF J -5 J015T BEAM AND TOP OF BEAM UP ABOVE JOISTS � TOP OF BEAM 15 FL USN WITµ BC OF CA F -6 JOIST WITt - 4 NO TOP PLATE. :;j- ADJACENT U FRAMING 1"TE1'1BER5 INTO BEA!`" FOR ADEQUATE SUPPOR'. '>V F ATTIC SPACE VENT - � SEE CALGl1LAT!ON •� SEE DIV. 01002 SHEEt A - (� FLOOR JOIST -SEE SG«4EDULE DWCs. U �8 J 06 SEE Dlv, 100 SHEET EET A - V SEE ELEVAT':ONS AND SECTIONS FOR T c) F -g I PLATE HEI[sHT O ' F'RE55.1RE BLOG+C'NG on, SEE DIV. 06100 5�4EET A - ' O FLUS«4 - BOrTOf"! OF BEA,"^ E VEN iU/ BOTTOM 44 OF JOISTS I TOP OF BEAT"' FL,,S+ -. w/ 'O� Or- J015' AND BEA. z_ IL _J EXTEN WN W DS DO BELO ,:OIST5 � c r� TOP OF BEAt"'' S' B =_�Ol.. 'OP OF JC:S' C ALLOW FOR �vAG .^.VER BEA"'� AND BEA"" BUMS V DOW t:; .j N BELO015'S � a 2xb OvERFRA^^ING 24' OG. PROv DE 2xb ~' " L STR C ONCzBaK PURL !ti5 AND 2x !Ci CICE RS AT P4 b' -0' oc TO 'Rt;55E5 BELOW. ;Z-75 2X6 GEi_!NCs JOSS'S 6 24' OC SYMBOLS &LEGEND C C11 4 z Nea a�� 7 V v � SCR c �3�xx N - C-4-F c 1e 4710 � ON rk� %.-� �. ACV: - A%— IMEZ-0. AS i+fE rC' ° qb^V --ESE r r r c� n im 1a asomm STAR .. A4 lb q I I 1 I i v1 i aj cr- w i w � N U r r r c� n im 1a asomm STAR .. A4 lb q i cr- w w F-- U Cr J M�1 C� U Qh � w C4 Y C 0 U z C '41C T c) 0 cn z_ c r� C r r r c� n im 1a asomm STAR .. A4 lb q I ! �I • DN SYMBOLS AND LEGEND 'F] FAN- DIRECT VENT TO OU MEC"ANICAL PLUM 1B!NG, AND ELECTR'CA, - BATc4ROOMS /LAUNDRY Std CFM MIN. SYSTEM FOR UNITS. PER DIV. 1 5,16 SEE SHEET Al - KITCHEN 100 CFM "IN. -WHOLE HOUSE FAN 100 CFM MIN., vTOS FURN 9 © WHOLE SOUSE EXHAUST FAN CONNECTED TO A 24 HOUR TIMER - 110 CFM MIN., VT05 A. PROV 7 ' DIAMETER FRE5►4 AIR 11N FROM OUTSIDE TO RETURN AiR PLENUM AT FURNACE ❑T THERMOSTAT • 50' ABOVE FLOOR WIT" MOTORIZED FLOW DAMPERS, B. PROviDE THERMAL EXPANSiON TANK AT WATER O 110v SMOKE DETECTOR PER I.R.C. HEATER. WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAr''! AT TOP AND BOTTOM. PER UPC. SEC. 6015.5 t UT" 1G SEC. 303.4 T 2A HOUR TI TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LIME PLUMBED TO OUTSIDE. h r ajl 2�O 5G 2� A 7 � BP Rt5 - - - Rt5 0 SD iv 1 1 2 4 FKT �P -12� I 1 `VN- -� ! 'K - - - -- 1 T i to W. �' VENT , ���'� CARPET 4 . P -11 2 -� VT 05 } ----- - - - - - J Rt5 Hail CARpE+ 5@ s 2� 2�' 3 -S 72' h Bdrm #3 GARS P - C"I � 3' -1' � 2' -11' , aD cn -------- - - - - -- I , , i" � I i � I s s, OPEC. T 5E _OI:. � OC 5� f 335' e. I I t 2 -Q „ 2 1 -. -4 . -' - 2.'!2' I i Bdrm. #2 CAQ _ r Bat11 I I I �, -�--- I I •., � I € it 11 I I ` i I r — ~ r -- I C . � a -: E f Ic b• n - �- 10 P ER FLOOR PLAN A` llr m We r*v � �- .� -fir_ r- �. _ --. �.� •' -. t .� � --. .—. _ - .-,► �.- 1- 9 C7 c- Oh y V L j � r V ti im =GENERAL PLAN NOTES 1. SEE SHEET A FOR A;_:, GENERAL 'NO AND REQUIRE'"1ENT5. 2. ENERG'Y' AND AIR QUAIL IT-r INFOR+"AT!ON SEE DIV. 11 5{ -*EE' A -! 3. SEE BUILDING ELEVATION FOR WINDOuj OPERATION SEE DIV. 8 SHEET A -1 4. SEE TYP MATERIALS LIST ON SECTION 54 -+EET 5. SEE SHEET A - FOR ALL !MOTES AND REQUIRE"ENt5 CONCERNING "I ECr4ANICA,. PLUT" AND ELECTRICAL. FLOOR PLAN KEYNOTE OCCUPANCY SEPARATION. P -1 APPLY (1) LAYER OF ' / G.W.B. TO GARAGE CE L!►NG UNDER ATTIC SPACES AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR - CEILING ASSEMBLE'. APPLY ( 1) LAYER OF %' TYPE 'X' G.W.B. TO GARAGE CEILING WHEN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE 5H ALL 14AVE MIN 26 GAUGE STEEL PER I.R.C. SECTION 8309.1.1 SEE DIV. 01002.fc .A. 5" E E - A­. P IV&' MIN. SOLID WOOD CORE, HONEYCOT`"B CORE STEEL, OR 20- MINUTE FIRE RATED DOOR. SEE DIV. 01002.615. SHEET A -I Ep -� -3 STAIR A NOTES. PER I.R.C. SECTION 8311.5 AND DETAIL 12/D2. A. HEADROOM MiN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10 ' T'1!N. DEPTH AND MIN. WIDTH O= 3E,' ABOVE HANDRAIL HEIGHT, RISERS 1 ~"Ax. TREAD NOSING TO BE MINIMUM 3/4' A^;D A MAXIMUM OF 11/4' ON STAIRS WITH 50L'D RISERS. C. HANDRAiL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL TY PE 1 CIRCULAR TO HAVE 1 MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2" MIN. CLEAR FROM WAL L RETURN RAIL ENDS. 1- IANDRAILS SHALL BE STRONG ENOUGH TO RESIST A 200 POUND , i\ LOAD IN AN DIRECTION PER I.R.G. TAB_E 4301.5 D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BO OF EACH Ru'N PER I.R.C. SECTION 8602.8. E. COVER USABLE SPACE RIDER STAiR W/ PER ! -R_C. SECTION 831122. F. INTERMEDIATE BALUSTERS 5HALL BE 5 °ACE^ W1 LESS Tf-IAN 4' BETWEEN BALUSTERS G- PROVIDE STAiRWAY ILLU3"1INAT!ON =•ER 1--9 I.R.C. SECTION R303Io. SEE DIV. 01002.6 SHEET A - I. P -4 SAFETY GLAZING PER I.R -C., SECTION 8308 A. WINDOWS WITHIN 18 OF FLOOR 8. WINDOWS WIT`41N A 24' ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZING IN DOOR'' E. WITHIN STAIIRWIELLS F. WITHIN 36' WORIZONTALL`►' OF WALKING SURFACE, 60' ABOVE NOSE OF TREAD OR WALKING SURFACE. SEE DIV. 08800 SHEET A - EGRESS WINDOW PER I.R.C.. SECTION R310 r P -5 SEE DIV. 08600 SHEET A -1 1+■ P IGNITERS FOR GAS FIRED APQL!ANCES N *d L GARAGE TO BE 16' MIN, ABOVE TOP OF SLAB. v SEE DIV. 15 SHEET A - u 7 COVER WALLS ADJACENT TO TU55 AN 5*4OUERS l ,�) WITi4 NON - ABSORBENT MATERIAL TO ~2' ABOVE DRAIN INLETS, PER I.R.C. SECTION 30-12. v SEE D IV. 09250 SHEET A p _ 8 (2) LAYERS OF FLOOR 5HEAT� -!W_z OVER 1 I FRAMING. -1j /a' '•'"''.AX. RISER .1,! 44 '0' f"'!' \. R.:?r, '" "'G '•-Ati l _ ( 3) RISERS, ►4ANDRA1: 4EQl.IRED PER .4. C. SECTION R3!1.5:6. SEE D iv. 0 5-EE T A - �© :8'x24' CRAWL SPACE ACCESS. "�S�.�A AND UEATL4ER STRIP. SEE O I V. 0 002.' S� A 22' x 30' ATT' G SPACE ACCE 55 ,, ;/ 30' --E AD C_EARANCE. NS .L.A'E AND ,.iEA ER �'- 5EE D V. 0'0022 54 -+EE' A -' -"OOR "A' =R:A- BREAK _"vE I 3 :JA_�_ ''NE ABOVE � LUA-- L °NE 5E-,'>w � J SF'E C = CA' O'r5. 5�-A` _ CO�e=- CXa''•' '.^. �Q.'�"'E'�'S. SEE D'V. 0'002Z 5-=_E A -' 8. MRO C�EARA%,4 5-_-E D 0'0102$ C. — EAR- -- 5--4_ r -,• .- REfe, EN'S_ SE= i V. a CO2 $ ANO °_ - D . = REB_ OC< CNS SEE 5 °_a\ =OR Ex"E� ...•:L<5 -, 3 l.r - 36' Cz .4 • _ = S R R.C. SEC O'N 83'2 .c.' 5'L R'S 5_ %macS 304' :.5c d�_= 5 - ••'• R ,..ES +? �C SEC' J'N IR"oes 5E 5 s -- E =— ' a %,- y _ c z r. \ / 0 w ' I !z 'T 0 C-F ib�2 :n J Q V ` g+C7trER W f-- U ! i w �I Q U Q co I P4 N j h ! a 26 %A=: -5 I I I I i v 0 G.VEQ C,�'Q 0 N I z I - - - - -- - - - --� NZ / O ;- ---- - - - - -- - - - - -- U LJ L I C QXXF � 11 I I ` i I r — ~ r -- I C . � a -: E f Ic b• n - �- 10 P ER FLOOR PLAN A` llr m We r*v � �- .� -fir_ r- �. _ --. �.� •' -. t .� � --. .—. _ - .-,► �.- 1- 9 C7 c- Oh y V L j � r V ti im =GENERAL PLAN NOTES 1. SEE SHEET A FOR A;_:, GENERAL 'NO AND REQUIRE'"1ENT5. 2. ENERG'Y' AND AIR QUAIL IT-r INFOR+"AT!ON SEE DIV. 11 5{ -*EE' A -! 3. SEE BUILDING ELEVATION FOR WINDOuj OPERATION SEE DIV. 8 SHEET A -1 4. SEE TYP MATERIALS LIST ON SECTION 54 -+EET 5. SEE SHEET A - FOR ALL !MOTES AND REQUIRE"ENt5 CONCERNING "I ECr4ANICA,. PLUT" AND ELECTRICAL. FLOOR PLAN KEYNOTE OCCUPANCY SEPARATION. P -1 APPLY (1) LAYER OF ' / G.W.B. TO GARAGE CE L!►NG UNDER ATTIC SPACES AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR - CEILING ASSEMBLE'. APPLY ( 1) LAYER OF %' TYPE 'X' G.W.B. TO GARAGE CEILING WHEN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE 5H ALL 14AVE MIN 26 GAUGE STEEL PER I.R.C. SECTION 8309.1.1 SEE DIV. 01002.fc .A. 5" E E - A­. P IV&' MIN. SOLID WOOD CORE, HONEYCOT`"B CORE STEEL, OR 20- MINUTE FIRE RATED DOOR. SEE DIV. 01002.615. SHEET A -I Ep -� -3 STAIR A NOTES. PER I.R.C. SECTION 8311.5 AND DETAIL 12/D2. A. HEADROOM MiN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10 ' T'1!N. DEPTH AND MIN. WIDTH O= 3E,' ABOVE HANDRAIL HEIGHT, RISERS 1 ~"Ax. TREAD NOSING TO BE MINIMUM 3/4' A^;D A MAXIMUM OF 11/4' ON STAIRS WITH 50L'D RISERS. C. HANDRAiL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL TY PE 1 CIRCULAR TO HAVE 1 MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2" MIN. CLEAR FROM WAL L RETURN RAIL ENDS. 1- IANDRAILS SHALL BE STRONG ENOUGH TO RESIST A 200 POUND , i\ LOAD IN AN DIRECTION PER I.R.G. TAB_E 4301.5 D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BO OF EACH Ru'N PER I.R.C. SECTION 8602.8. E. COVER USABLE SPACE RIDER STAiR W/ PER ! -R_C. SECTION 831122. F. INTERMEDIATE BALUSTERS 5HALL BE 5 °ACE^ W1 LESS Tf-IAN 4' BETWEEN BALUSTERS G- PROVIDE STAiRWAY ILLU3"1INAT!ON =•ER 1--9 I.R.C. SECTION R303Io. SEE DIV. 01002.6 SHEET A - I. P -4 SAFETY GLAZING PER I.R -C., SECTION 8308 A. WINDOWS WITHIN 18 OF FLOOR 8. WINDOWS WIT`41N A 24' ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZING IN DOOR'' E. WITHIN STAIIRWIELLS F. WITHIN 36' WORIZONTALL`►' OF WALKING SURFACE, 60' ABOVE NOSE OF TREAD OR WALKING SURFACE. SEE DIV. 08800 SHEET A - EGRESS WINDOW PER I.R.C.. SECTION R310 r P -5 SEE DIV. 08600 SHEET A -1 1+■ P IGNITERS FOR GAS FIRED APQL!ANCES N *d L GARAGE TO BE 16' MIN, ABOVE TOP OF SLAB. v SEE DIV. 15 SHEET A - u 7 COVER WALLS ADJACENT TO TU55 AN 5*4OUERS l ,�) WITi4 NON - ABSORBENT MATERIAL TO ~2' ABOVE DRAIN INLETS, PER I.R.C. SECTION 30-12. v SEE D IV. 09250 SHEET A p _ 8 (2) LAYERS OF FLOOR 5HEAT� -!W_z OVER 1 I FRAMING. -1j /a' '•'"''.AX. RISER .1,! 44 '0' f"'!' \. R.:?r, '" "'G '•-Ati l _ ( 3) RISERS, ►4ANDRA1: 4EQl.IRED PER .4. C. SECTION R3!1.5:6. SEE D iv. 0 5-EE T A - �© :8'x24' CRAWL SPACE ACCESS. "�S�.�A AND UEATL4ER STRIP. SEE O I V. 0 002.' S� A 22' x 30' ATT' G SPACE ACCE 55 ,, ;/ 30' --E AD C_EARANCE. NS .L.A'E AND ,.iEA ER �'- 5EE D V. 0'0022 54 -+EE' A -' -"OOR "A' =R:A- BREAK _"vE I 3 :JA_�_ ''NE ABOVE � LUA-- L °NE 5E-,'>w � J SF'E C = CA' O'r5. 5�-A` _ CO�e=- CXa''•' '.^. �Q.'�"'E'�'S. SEE D'V. 0'002Z 5-=_E A -' 8. MRO C�EARA%,4 5-_-E D 0'0102$ C. — EAR- -- 5--4_ r -,• .- REfe, EN'S_ SE= i V. a CO2 $ ANO °_ - D . = REB_ OC< CNS SEE 5 °_a\ =OR Ex"E� ...•:L<5 -, 3 l.r - 36' Cz .4 • _ = S R R.C. SEC O'N 83'2 .c.' 5'L R'S 5_ %macS 304' :.5c d�_= 5 - ••'• R ,..ES +? �C SEC' J'N IR"oes 5E 5 s -- E =— ' a %,- y _ c z r. \ / ,J, Sm Q • o F-+ 4� Wi �br ti �a fi � jWNQ srwsmrc >"n - .... �_ - ��- '�i/.... ' __.A.. .— .... '. -fir. _., ��-._. •_!'./- 'O�tiw/.._. "_r. �i — '. -.•' ^. �.-.T� _q!— - .w.'aRim►" N '"�+.f�'7► "�'�� q 0 w w Li I !z 'T 0 rr :n J Q V ` W f-- U ! i w �I Q U Q co I P4 N co ! a � v v 0 ,J, Sm Q • o F-+ 4� Wi �br ti �a fi � jWNQ srwsmrc >"n - .... �_ - ��- '�i/.... ' __.A.. .— .... '. -fir. _., ��-._. •_!'./- 'O�tiw/.._. "_r. �i — '. -.•' ^. �.-.T� _q!— - .w.'aRim►" N '"�+.f�'7► "�'�� q 0 w w Li !z 'T 0 rr J Q V a � W f-- U �.■,� w Q U Q P4 N a `Q Y v 0 0 N z � 1�1 O U LJ L C F- ,J, Sm Q • o F-+ 4� Wi �br ti �a fi � jWNQ srwsmrc >"n - .... �_ - ��- '�i/.... ' __.A.. .— .... '. -fir. _., ��-._. •_!'./- 'O�tiw/.._. "_r. �i — '. -.•' ^. �.-.T� _q!— - .w.'aRim►" N '"�+.f�'7► "�'�� q A 1 1 I 1 I i UPPER ROOF FRAMING PLAN WJUWW� 0 s F GENERAL FRAMING NOTES 1. SEE TYP MATERIALS L ST ON SEC 5• -+EE" 2. SEE S+-+EET A -' FOR ALL GENERAL NOTES AND FOR ALL REaU CONC t"1ECHANICA�., PLUI" 15iNG, AND ELECTRICAL. 3. TRUSS DESIGN 15Y MFG. TRU55 PLAN 54-+0Wh IS FOR GENET LAY'OuT ONLY. SEE DIV. 6100 54-4EET A -: - TRUSS LOADING SEE DIV 010001A SHEET A -1 - TRU55 SPAN PER FLOOR PLANS - TRtj TYPE PER ROOF FRAMI PLAN 4 ROOF FRAMING SPACING. 24" o - r - U.NO 5. ROOF PITCH- EXTERIOR PER ELEvATiON INTERIOR PER SECTION. &. RAFTER TA 2x4. VERILY. 7. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S ALL WEADERS ARE :x10 DF 0 2 iJA1.0. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMEQ STUDS OVER 4' U N.O. SEE DIV 06 SWEET A -1 5TJD N0 AND BORING PER I.R.C. SEC'. R&0212 - BEARING OR EXTERIOR WALL 1 1AXI IU'** NO'C�4 25%, BORING 4096 - 6Mo MAXIMUt1 BORING IF DOUe_E[D ui'T:-4 NOT M04RE THAN (2) SUCCESSIVE STUDS BORED. - NON - BEARING MAXIMUM NO'CW 40%, BORING 60%. - HOLES NO CLOSER TI -•SAN 5/8' TO FACE 0 5%0. ROOF VENT CALCULATION ewso oN to r our "m" Pm vExr sLoCK ROO= VEN CA-05 BASED QN '_QG 5EC'!ON 8806 IOTA_ ROOF AREA 1506 sF/300 =502 SF Oc VII AREA RE 50 % AT EAV` 251 5F REa6!RE:; 50 % * 3b ' (~' J ABOVE E AVE = 251 5 RE Gil. RE OF 8 RO ,o*A0<9 A- 50 50. 'N. EAR -•= 168 L Oc =_AVE VEN'5 A' 33.5a :N../_r = SM 5Q. N = 607 3 0 GAS, - EN VEN'S x 0 SGT. � !NFAS; EA. 4 Ga. N_. 0 GA8_E D VEN"5 x 0 5G:. `_ 'NEAS; EA =0 SQ " \..0 5r 0 C%A END VG'S x 0 SG_ \. ,'NT-A5; EA 8_E . =0 5G. \.10 5F 7 00 w •M C. = 275 E A ✓E 07 \'S : 6 r�-- GAB__ EN.:. VEN'S 0 SF -4- 5;= V= 1.0-EN , - 5 §f4_ s= • � A V4r-� BARR ER ON - --E : _ NI a aRANS 55 C% R,L ° \C' = xz E t NC- � • / �T' '.^.. L-_ O . =C :. FACE OF WALL r UPSET - BOTTOh" OF BEAM EVEN W/ 15`01 ' Om f JOIST AND TOP OF BEAM EXTENDS UP ABOVE w I � JOISTS V TOP OF BEAM 15 FLUSH WIT�4 BO T T O?"f OF iA F - � JOIST WITH NO TOP PLATE. CUT ADJACENT L FRAMING MEMBER5 INTO BEAM FOR Cc ADEQUATE SUPPORT. V ATTIC SPACE VENT SEE CALCULATION •�I SEE DIV. 01002 5+ E T A -1 U FLOOR JO!5T - SEE SCHEDULE DWG. F -g SEE DIV. 06100 SHEET A -1 cu O � r SEE ELEVATIONS AND SECTIONS FOR Q PLATE HE IGHT O F -10 PRESSURE BLOCKING= SEE DIV. 06100 SHEET A -1 O F -1! FLUSW - BOTTOM OF BEAM EVEN W1 BOTTOM 44 OF JOISTS 0 0 F TOP OF BEAM FLUbW W/ TOE OF JOIST AND BEAI b -'Z EXTENDS DCaJN BELOW JOISTS V F _, 3 TOP OF BEA'"i 5' OW TOP OF JO15 T T O BE � ALLOW FOR 44VAC OVER BEAM AND BEAM BUMPS V DOWN BELOW JOISTS U E 14 2x6 OVERFRA`•iING * 24' OC. PROVIDE 2x6 '~ STRONGBACK PURLINS AND 2x KICKER5 AT P4 &'-0' oc TO TRUSSES BELOW_ F -15 2X6 Cc'L iNG J015TS s 24' OC ROOF VENT CALCULATION ewso oN to r our "m" Pm vExr sLoCK ROO= VEN CA-05 BASED QN '_QG 5EC'!ON 8806 IOTA_ ROOF AREA 1506 sF/300 =502 SF Oc VII AREA RE 50 % AT EAV` 251 5F REa6!RE:; 50 % * 3b ' (~' J ABOVE E AVE = 251 5 RE Gil. RE OF 8 RO ,o*A0<9 A- 50 50. 'N. EAR -•= 168 L Oc =_AVE VEN'5 A' 33.5a :N../_r = SM 5Q. N = 607 3 0 GAS, - EN VEN'S x 0 SGT. � !NFAS; EA. 4 Ga. N_. 0 GA8_E D VEN"5 x 0 5G:. `_ 'NEAS; EA =0 SQ " \..0 5r 0 C%A END VG'S x 0 SG_ \. ,'NT-A5; EA 8_E . =0 5G. \.10 5F 7 00 w •M C. = 275 E A ✓E 07 \'S : 6 r�-- GAB__ EN.:. VEN'S 0 SF -4- 5;= V= 1.0-EN , - 5 §f4_ s= • � A V4r-� BARR ER ON - --E : _ NI a aRANS 55 C% R,L ° \C' = xz E t NC- � • / �T' '.^.. L-_ O . =C :. C'Tkf 3F FRAMING PLAN KEYNOTES F _ I BACK FRAMING AND 50FF I T AREA AS REQUIRED TO ALLOW FOR +•»VAC DUCTING. SEE DIV-15 SWEET A RAKED PON`I" ;MALL ON TOP OF LOWER ROC= F -2 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. C 3 ALIGN EDGE OF JOI WITH FACE OF WALL 4 ALIGN INSIDE FACE OF BEAM wl'r • OUTSIDE I SYMBOLS 8t LEGEND i `y P^ N - _C-.:. - R,:. ``q-= D B' < CCR P y L 7 - 'Now , *4C�_ ',ham -e%mJ : .^..� :w►.i' 4`S 4R NC" mqc!lI= ♦ '--ESE ��•J'�Gfs i ^ r \ f w I � C'Tkf 3F FRAMING PLAN KEYNOTES F _ I BACK FRAMING AND 50FF I T AREA AS REQUIRED TO ALLOW FOR +•»VAC DUCTING. SEE DIV-15 SWEET A RAKED PON`I" ;MALL ON TOP OF LOWER ROC= F -2 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. C 3 ALIGN EDGE OF JOI WITH FACE OF WALL 4 ALIGN INSIDE FACE OF BEAM wl'r • OUTSIDE I SYMBOLS 8t LEGEND i `y P^ N - _C-.:. - R,:. ``q-= D B' < CCR P y L 7 - 'Now , *4C�_ ',ham -e%mJ : .^..� :w►.i' 4`S 4R NC" mqc!lI= ♦ '--ESE ��•J'�Gfs i PLI t r te • � �� C Iva e4sz K% • )08 1iQ ��LM START M. NQ : fez A6 i ..� -- -�_ --'- - '_'.'_ �- -.- "+� -.�� -mot .- �w � - - +r .� -.. � - .r.- r.- - -� Ir i I � i I I , 7 w I � m L Cc J E 1�1 U H Q cu O � r � Q PLI t r te • � �� C Iva e4sz K% • )08 1iQ ��LM START M. NQ : fez A6 i ..� -- -�_ --'- - '_'.'_ �- -.- "+� -.�� -mot .- �w � - - +r .� -.. � - .r.- r.- - -� Ir 7 w L Cc J E 1�1 U H Q � Q cr Y v 0 0 0 ..L . Y U• U U C: E s PLI t r te • � �� C Iva e4sz K% • )08 1iQ ��LM START M. NQ : fez A6 i ..� -- -�_ --'- - '_'.'_ �- -.- "+� -.�� -mot .- �w � - - +r .� -.. � - .r.- r.- - -� Ir 12 55'� I� SIDE ELEVATION Sceb V6'•1' -D' M REAR ELEVATION SIDE ELEVATION smu mar - w ��' -�.. - �- .,,,.�. i r1 -..r.. � _ .�.� '�+ -l.,r �. r +.rr .�► � � .�..- ..r. -.- 1/n -. _ - ..I.�... -w -. -..w �y...r� . �a+�- .� r� �. � .r. .r _ �.. �.,.,r. r ..-. ..... � _ . _ TYPICAL BUILDING MATERIALS MAIN FLOOR MAIN FLOOR ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV_ 01000.5) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: DIV. 6) PER PLAN INSULATION: (DIV. 7) R -38 BLOWN -1N SOFFIT: (DIV. 7) 1/2' RE -SAWN PLYWOOD GWB: (DIV. 9) 5/8"' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: IV. 7) WOOD SIDING IV. 01005) BUILDING WRAP: (DIV. 7) iS# BUILDING PAPER SHEATHING: (DIV. Q 7/16' OSB OR EQUAL FRAMING: (DIV. 6) 2x6 STUDS AT 16' OC INSULATION: (DIV. 7) R -21 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) l./2" OWD FLOOR CONSTRUCTION FLOORING: (DIV. 9) FINISH PER PLANS (DIV. 01005) SUB FL * IV. 6) 3/4' TAG (PLYWD. COMPLY. OR EQ.) %I T N: IV- 6) PER PLANS INSULATIO IV. 7) R -30 BATT SOFFIT: (DIV. 7T U2' RE -SAWN PLYWOOD TRIM:(DIV. 6� WINDOW: HEA>y 2x6 U.NA (WITH NO BIt1C[ MOLD) s LL � x �LBOARD c OVER 2x6 U.N.O. CORNER BOARDS: INSIDE: a FASCIA: 2x= U -N.O. • e TOP PLATE 4 LIVINCs ONLY Luk NDR W_ L I V INCs ON;_ 'r 2x4 CORNER TRI*l! `v 5/4X4 TRIM - •..a N r MASONRY WATER TABLE AT SILL BRICK VENEER ( OPTIONAL ) MAIN FLOOR r u GA u H u O sud 0 w FRON ELEVATION - Scab Vvwl' -o' 12 r \ � 1 7RAGE5 =ER a~A% i - I cv Covered 1 Porch ' Entry Kitchen W/ Family Beyond Crawl Space BUILDING SECTI AwA I " I R COL.-r COM D'_iANCE JUN -- GIRDER - ass -OP a A-. Siffing e m L.=05rc -_C'OR 1 1 1 Nkm* 1 I ! U V� r 1.0 Z I 1 mil.. i1.. 1�.-+R +M�...- -- R LLJ U) cr- T C U) rl u 6 o P�4 M D CO o Y u GA u H u O sud 0 w FRON ELEVATION - Scab Vvwl' -o' 12 r \ � 1 7RAGE5 =ER a~A% i - I cv Covered 1 Porch ' Entry Kitchen W/ Family Beyond Crawl Space BUILDING SECTI AwA I " I R COL.-r COM D'_iANCE JUN -- GIRDER - ass -OP a A-. Siffing e m L.=05rc -_C'OR 1 1 1 Nkm* 1 I ! U V� r 1.0 IL ` rA I~ u a �f 1.4 w 9 pr, , i- lm 1 40 srwRnM era A7 y Z - .. - ..T� - +w�- ., .us.�^+���..� r -.. + � - -.- 1..� _-.. __..r •��r�V.ri�1► - �w�^ mil.. i1.. 1�.-+R +M�...- -- R LLJ U) cr- T C U) rl u 6 o P�4 o `Q Y z c C c; >N C: Z 3 G JJ IL ` rA I~ u a �f 1.4 w 9 pr, , i- lm 1 40 srwRnM era A7 y Z - .. - ..T� - +w�- ., .us.�^+���..� r -.. + � - -.- 1..� _-.. __..r •��r�V.ri�1► - �w�^ mil.. i1.. 1�.-+R +M�...- -- R IL ` rA I~ u a �f 1.4 w 9 pr, , i- lm 1 40 srwRnM era A7 y 'v 0 F� «+c OOR FRAM NG PER OL AN (D'v 6 5E' A � - - T Y P. EXTERIOR WAL-L C0N5TRLGT ON PER PLANS (DIV 6 SHEET A -1, J 3 SWEET A -!) UNLESS (DIY O.C. PER PLAN (Div. 3 SSHEET '" +- GuJB. T`"p. (DIV. 1 3 SHEET A -I) PER PLAN --- — — -P EX "EIZOR ,;�A_ CONSTRUCT ON — 4' GONG OVER 4' ROCK OVER PER PL AIN (Div 6 SHEET A. � VAPOR BARRIER - -- . T ' . INTERIOR ERIOR BE ARiNG WAL: (DIV Y. 6 S+•+EE A - 1 -+ LOCATE 5+4EATH;NG JOINT 0 - IGID 'NSIJLAT!ON -* � � '/2'Oxi�' AS w! 3'x3'x :/4' SQ STEP- R -10 R - - -- 1/2 x 10' A.B 0 4' -0' O.C. (Div. 3 54ET A -!) G, i UAS -ERS 0 4 -0' 0 'D v 3 9«,EE' A '�--} f -- -- COMMON MEMBER � C 2X10 TREATED PLATE OFFSET 3/4' Ni _ _ - -. -- .... ........ ih- ESS NOTED OTWERU, +DER ENGINFFR, f f --� i - Ri"'! BOARD fQ. EQ. - (2) •4 BAR 'OP ':2' L" U! `I •.",_ -+ - _ — LOCATE So4EATNING JO�NI i ° 4 ° - ul MCS :0111111116:7 4 4 -OR'Z BAR '0' O C , -6' CORfNER I 3 COMMON MEMBER •4 VERT. BAR SAME AS S z I t OYERL AP (D v. 3 S�+E E T A ') p Ili '; STEEL ACING 1 . CRIPPLE WAL -+ --� E PER PLAN ° - fil r - u, - 5LAB ON GRADE PER PLAN (DIV. 3 SHEET A -') (D v 3 S+•+EE A - l UU VAPOR BARRIER ! TOP OF FT 'G •� - -_ ' GH ?„ NE Z V - _ _ SWE ? f • �k-- I _ DAMPPROOF NG (D'v T A - 'J I - 41111110' • 4 .+ BAR FROM FT G • °b' O.0 a �) 2' -0' MIN r_' i EXTEND !4' MPN. !N-TO STE WALL. �- - + C• �"'� C. (DIV. 3 S«+EE? A - CCN'T- SPREAD FT �1 A -0 • 45• y� 4' PER FT'G. DRAIN I I i ° `II I '- T. u;, 'P lL 'ER IN 24' GRAVE: SEE FOUNDATION DETAIL($ a -- (2) •+4 BAR CON'T (DIV. 3 SWEE A - BED (D Y. 2 SNEE' A -'i ° a __-__ SOL D SUBS w .F ly � I (1 PE R PLAN (Z) •4 BAR CONT. (Div. 3 SWEET A -1) - 1 O U SEE FOUNDATION DETAILS I 7 1 I ? j + ! O 1 z � � CRIPPLE WALL o FOUNDATION FOUNDATION DETAIL FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 13 3 /4• =f'-0r' 9 _ 5 _ 1 3/4 — 1'-0r 3/4 — '1' -0�' ..:.. �. f u: 3/4' =1"-Or _ c -� —t- TYPICAL EXTERIOR WALL CONSTRUCTION ! BASEMENT SLAB MUST BE IN PLACE °RIOF2 TO FULL BA�.KI=ILLING OF W4 L 'TYP. FLOOR FRAMING PER PLAN PER PLAN IDLY. b SHEET A - 1' AIR SPACE MIN I N O ;a+ A TION BETWEEN BASEMENT (DIV. b SWEET A - I - z 1/2'010' A8. uY 3'x3'x1/4' 5.Q m S_AS AND STEM WALL. - z• - ';/8'0x10 A.5 W! . x3'xI/4' 5.Q. 6 BUILDNG PAPER STEEL PLA - _ I z TE WASHERS * 4 -0' I �i O G. 'D' V. 3 SWEET A 'I ;1rvLE55 I �I ZZ STEE_ PLATE WASHERS 0 4' 0 I ! I FM1 - FINI$�•I GRADE - HOOKED END MAgO�Y VENEER NOTED OTa- ►ER3U15E PER ENCsMEER , �- -- NOTED OT►�ERWISE PER ENCs!NEER - i -- TYP. EXTERIOR WALL CONSTRUCTION �• MM. PER PLAN (Div. 6 SWEET A -1) TIE TO FRAMING EY. Z 3Q FT, GRAD O Q I - (2? •4 BAR • TOP 12' (DIY 4 SF,ee Al) t I E XT. DOOR AND FRAME (Div. 8 SHEET A -!) l' MIN. EMBED. EMBED. r . 1 MASONRY VENEER � � TO PT •4 vER . BAR a 10 oc, Ril.�. .. _.. • . DOOR TNRES+aOLD FLAWING AS R1 =Q'D. l• 4 BAR '• ' � � I . --� "E!Gr►' OF WALL (DIY. T SWEET a - 1) 0 4 vE x FZr. BAR 10' oc, FULL (Div. 3 SWEET A -1) TOE' OF D ( DI V . 3 OF WAL... :� RIP'1 JOIST p EXTERIOR WALL NERVESTRAL FLASHING l (DIV. 3 SHEET A -I) Z 1 - 0 I GOVT. FLASHING WltIIEEP HOLES � 4' -0' C.G. X TOP OF DOWEL DAMP F'�ING (DIV. 1 1 -:44T T k) i 'a VERT. , - BAR 6 5' oG ° Q d' (D:v. 3 SHEET A -!) ( C.� a -- TREATED MUD SILL (Div. v. 6 SHEET A - 1) 4' G01vC. SLAB OVER 4' GRAVE BED � � z (DIV 3 SHEET 4 -I) Z I •4 VER ?. J -BAR � 5' oG ! y Q 4 ° (D!V. 4 SWEET A - 1) A z DAMP Pla00FINCs l D!V. SEE FOUNDATION DETAIL$ o ?x12 TREATED TRES I•LD TRIP" e, Q LIJ SWT AI) CRIPPLE WAIL PER PLAN d Y •4 -40RZ BAR 41 10' pC (DIV. 6 SWEET A -1) a Z z G U �„. � RIM ,)01St E •4 HORZ_ BAR f '0' x .R :p 1 Inge (DIV. 3 SWEET A -1) O_ c (:);V. 3 SHEET A - 11 a d ° p:0 I -*- < rrs + TOP OF i 1/2 C �� TREATED MUD SILL :•. (CLR.) -� < 4s I I I.. 4 •° (DIV. b SWEET A -1) 1 } � � Z r= Illy . _ E < Li; C U -- ,•p TOP OF FT 'G KtL i 2 = O L (n 4' OERF r-TG. DRAIN WolFiLTER i 4' PERF. FT' M t T� 2 U ,•� •� •-, �"'I j LN 24' GRAVEL BED. SEE FOUNDATION DETAIL($) FOR ANCHOR BOLT PLAN , i G_ D W/F L _R � C S SIC- • ; (D!V 2 SHEET A -1) AND RE -BAR IWO. TYP_ � a vERt. RE -BAR FROM STEM T • �ggggg. • Q IN 24 GRAVEL BED. Z ? r- C) c I I b MIR _ WALL STUBBED INTO SLAB � � (DIV. 2 844EET A -!) �� � Ji Z C) If (5) �+4 BAR t,ONT I VERry ui/ -- .'6) 0 4 BAR CONT. 2 m p IOC (D!v. 3 54EET A -1) � TYP. FLOOR FRAMING PER PLAN- Q cn u GRADE CONTOURS (DIY 3 SHEET A 1) O L I o� . EE-U I - ----i- - SOLID SI+BSTRA''E o (DIY. b SWEET A -!) "� l- > � � > I v + 4' =>C SLA5 OVER 4 ' ROCK 3 In, ++ NOTE: THIS 3' -2' 8' �, SOLID 5uB5TRATE ^ 2 —i- L 2'-6' N . T . S. I $• I 10. ' OVER VAPOR BARIROR 1 OPTION CAN NTB. + z = C R NOT BE USED 2 Q w FOUNDATION DETAIL CRIPPLE WALL o FOUNDATION FOUNDATION DETAIL AT°� "�°�L EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING z Q C 18 WALL 14 V4- -r-or 1� � - 6 • W .f-a' .. _.. .... .. 3/4 =tom' .. � � .. � . , o � . T 0 n i :n BASEMEN SAAB MUST BE M F'..AGt 5/8'+xi0' AS ;.✓ 3'x3•x;/4' SQ_ TYP FLOOR FRAMMG PER PL AN ROLL OD T44 TREATED MUD SILL 7 � Z Z AR,OR "0 BACKFI "ING OF -A--. STEEL p'_ATE WASHER$ a 4 -0' (DIV. 6 SWEET A - 1) NOTE- 5/8'�xi0' AS ;W 3'x3 /4' $.O v Z J .. NO ;NSW A `ON BE''uEEN 0- (:>4. 3 SHEET A -') J %L =55 ?YP WALL CONSTRUGTiON FOOTING DOES NO': SIIDE 1N Ti;IS 5�L PLATE :;JA5+- R5 s a' -ta' 0 n C NOTES O'+4LE SE PER ENG:NEEQ - CONDITION. FOOTING SPANS OTC (DIY. 3 Si A -') J%-E55 - Z - SLAB AND SM' ;JA:L_ VEHICLE "A%E �• *.i'k c''fBED I r IPER PLAK (DIV. 6 SHEET A -!) OP FLANGE T �• NOTED OZiERWtSE PER E-WINEER, f �.+oRlzoK AL 'JF O SLA W' .. _ _ •• L0rr.4TE SrI�AT'aMCs JOINT � HANGER MF(s � '� , ! M'tL I --+~ -.. TYP_ EXTERIOR 64 CONSTRUCT0 COMMON 1 T BER - • ,Y O f f 1 I � } ( ^" J: Z PER P.-AN (DIY. 6 5►•�E i A- ii j TOP ',,� S�.AB 1 � � O _ f BLOGKWs OR JOIST 0 WALL T"P. HOOK FRArNG PER PLAN ' �a A- 1.) Rl! i BOARD �nr` ra �� (DIV. b SHEET A - Q ^ M 2J BAR OP 2 50L 0 BLOCKING OVER SUPPORTS � PT. 2x FIRE BLOCKING (2) 0 4 BAR • - 7' � -_ 2 >- < + ( °ER P'.AN - 4 (D b j,� '� VER'. BAR 's io' oc. =•k_ - � .. .. .: LOCATE SHEATri1NCs .JOINT -0 � ��R� TMCs C ,� Z -r- - _ Iq Cr-' OF i..A:.► C PtiON MEMBER ' ` �- FURRING: WALL � '4 �/ER'. BAR � b' x. `� < - F di 'Jp O� DOLE_ �'D Y. 3 5: ' 4 -') .O, EXT. DOOR AVC FRAME (DiV. 8 SHUT A -') �' OP OF DOWE l 3 S�+`t =' d -') ;, r , �� �- •J Z 2 I' AiR SPACE = --- - Z 0 z ^ 5 1F_R - .. -BAR 0 8• aG �` Rf!r' BOARD i DOOR '�4R_cS O._D r NG AS REQ'D Iz C: 4� a' ? (: V. 3 S.�EZ -- A _ (DIY_ ' S► A -') 0! 'y vEQ' . -BAR 8 x - ] E _ _. < Z r.• ^ - di v • •� -4RZ BAR • C' y J z C ; , A - ; I ?' CON . 50= �• VAPOR BARF�tR t 'a -•ORZ BAR s V x Z < - Ot 5` AB I +- — 4• GO�C. S_A$ OVEQ 4' GRAv�.,._ B� '�' �>Z (D v 3 5 E A -- ��_• 1/2' R'ESA 4 p r� * S DAMP cgCOR a ('.7'V. T 5h A: 4 b ° = •'ySAD GRADE — (D�v. 4 5�T a - 'J - I A `.. - r : Jn "z Q ,1 o l ? I SEE •-OIJ0A 0% DE•A _5 ' _ 'p > I, Cs.• ML eggemeeo .110111, a" J .. _ (D V. b 5►�• A- i .4"° aR00� Ys '✓ ' S= A • • • PER c A% Q ..� r....i ... .. ..__ :6: 04 BAR Ga a�5PACe '.�° • -'�- • •, t • u x_ e> - � A• - Ii �,.- ^ JC +►3 '` ..a -- 5 e � % 5uAB 4.. O I ri ✓SR ✓/ a .� BARR � �� y ` �r1� r V � `• C ; �'� 3 D� +� .F _ �R !� Y Qj •� �J - e`er , e • 1�' ^� • .�; tea-- R ��a� -�• ., 8• ,, ic e :V CgAve 5E: w h — —T - — p,. - --T T --�r rG s—� A— FOUNDATION DETAIL CANTILEVER FR" AT FOUNDATION FURRING DETAIL ,, . - �� °J EXT. R `� A' DOO THRESHOLD DETAIL FOUNDATION DETAIL 19 �✓�=f w 15 �/4' =T-a� _ � _ 11 _ r 1 r 7 _ _ 3 -_ h C; . 6 5► ' = (i ✓ 6 Szs' �.- lm - - LTA _ 5•-E� -NG .C!' . o +• -+ is - — jp1--4Z or l• , - _ �R a ;.\ : . b 5 = V 6 SC.' � c -- ` � SCE � - Eri .. \► � =J1 S }'_ i C` - - �` - � ,,.-_ y - r - :00 0 t ' _ =M- c'm a A �� t - �- s w - �: s.Ey aER 0 !-J^ -- � -••�- Sic' ~ - - ' -� _ � - _ :. •- ; =,�.�► -- - — — — — - �_- 50. 5.00�C'Ks C7► - �i_Ki 1 OEiC °..1i► - - I 1 ° "i..1i�.1'O► _.E`Z��i - - - C; �Y '" IA {'' d�\ - =.� �11Q"�CS °ER t " j - SIC Ks � � A '�► r - ='� - - - - r r tea � B� 1 .. � r y , �- 'O 0149 �C $� 9 �o '°E'! .�!!�C•C4�4. E.Z++!'�'+ - ''_ �a'J! �s""NCs � �� r v • Ste' alLrrw oET�L �FOOT�G • WALL left A All TioN noN DET. 12 8 a . iiii II0 - - _ - . - - - - -- ­ 4b 40 to , w "D lb BAFFEL - EXTEND 6' ABOVE GATT , N&,L OR �2 ABOVE BLOu�v INS<1► RAPPEL • EXTEND 6' ABOVE BA^ ' \5uL. OR 12 ABOVE BLOkkN NSu,- -- TYPICAL ROOF CONSTRUCTION (TYP. ROOF CONSTRLG'ION) 2' MIN. CLR. FOR VENTING __ 2' ^11kGiR FOR VENT LNG -- NI 4 4 8 - OjC. AT IN50E FACE OF 'WALL 2X BLOCKING JTH (3): !/:' UN.O. PER ENGINEER - HOLES WITµ SCREEN -,� 2X BLOCKING WITH (3) 2' • 12 12 HOLES WITH 3C'.REcN _ . ] SEE ELEVAT !ON SEE ELEVATION 1 ---- EXPOSEC> T RU56 TAIL EXPOSED TRUI$S TAIL T`I'P. GUTTER (TYP. GUTTER) 0VE!b4ANGs FASCIA PER ELEVATION �f- PER I OVERHANG: FASCIA PER ELEVATION +- - (TYP. EXTERIOR WALL CONSTRUCTION) PER PLA �� - � - --- FLASHING (DIV. 1 SHEET AI) (TYP EXTERIOR WALL CONSTRUCTION) R��11F -, F F OR CODE CON! i'?sAR�CF dQ DBL OR GIRDER TRUSS (PER PLAN) (TYP) ROOF C."T.RUGTION JUN '" 3 2005 9 3144W-W FRAME OVER WALL DETAIL &EAVE DETAIL C.4. elf T: ;�vfl a hi s. r- o BEAM FRAMING PER PLAN H! a 48' O.C. AT OUTSIDE FACE OF WALL UX;O. PER ENGINEER 2' MIN CLR FOR VENTELATION Us�4�r� BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING Gam. is CE _NrG ROOF =4A•' Ws °ER R'_Ah 1f 1 'LIGHT FLARE WELL DETAIL -+ SEE ? 4\ =_YR ""= QW 4 R,A r ? ;A 1C. OCE 'AP-- %ei4L 91E_rL , OIL t +-EADQ 4 -tr = h 3 4r °ER \V-4- - -q E '56- S 4 t.: W-= ok Olia : A' __4E "cp ANC 'aC"'T 3 Edo- %^ °P! - +A''�R�, "'\ � -` ":ar �l!' .ta"vE �•+.: 3 :.''v:�i'i �: g4CE .�DE'F :'�.R .: = `C6'Ks �.L �"°E = �,4R ': �� :' .'s+.� °L -'+�i C 31�'O► t�'� �C "'+Ni :.=�11! >•'b" �..i._ E"J!h %L b. ,r s31E =•A a. '_�' �� L°�CS .i.'qmow[s Olds- I I*.*' '.F: O► ll:: Gom: MEe %-I •dew w-5 1114'I'v- ot ,.r a so"1110 Jr _ as c e&M k\STAm ON Lm i #1l. 5 POSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION '. EXTERIOR " LL CONSTRUCTION TRIM PER ELEvAT ION BAFWE BOARD PER ELEVATION 2 2X4 BACIaR FOR $ARIGE - NAIL T -WFRU 5K:'P 5HEAT;-,W.z WITS: bd s O.C. TYP. 2X4 04TW"jE1ZS 4 4 OZ. J 2)2 SE -WE.EN FOR T WI PREr UIE 5t_0C NG 2X4 9RAG'tiCx A7 :43' 0 & -V= - - 0 ROOF SHEA --:ifs ,.✓ �56Je BLOCKN. G 00 NO .OE `A -.. R;ocp - Ric - or EXTEROR ..A.._ C045 ar 314 i { - R .... acT ."''� E� -!O! Lam_ :�6�C`O► BAFFEL - EXTEND 6' ABOVE BATT. INSIJL. OR 12' ABOVE BLOux NSUL. (TYP. ROOF CONSTRUCTION ) 2' MK CLR FOR VENT ING �— — HI 9 48' O.C. AT NS IDE FACE OF WALL UN.O. PER ENGINEER 2X BLOCKING WITu (3) 2' 12 HOLES WITW SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER) OVERHANG PER PLAN FASCIA PER ELEVATION '� -'- (TYP. EXTERIOR WALL CONSTRUCTION) SAVE DETAI S/4 =T-w . BUFFEL - EX'ET b' Ae01F BATT. NSUL OR 12' ABOVE BLOLk N, 5LiL. (TYR ROOF C0N5TRLJ'" I ON) 2' MN CJ_R FOR VENT i% HIs48' X751DE FACE OF ;SAL- LXO PER ENGIS E 2X BLOCKING W (3) 2' • 72 HOLES ,i 7w SCREEN 1 l 5EE SEE I ELE V. E .EV. 7 EXPOSED TRL TA; P_-'.c EX-ERCR EAVE DETAIL F :z 1 � C. bi: 7 _ _LA C - _ :)r Sam .-rr i Ste[ IT : -4 ![1 = L I if La - Aul AWL f- N J a � W 1 W S OW 1- z 6 9 O O Q `TU O ul O - rQ Q Z L W O Z H W W x a a H w A A d A z Q H r NQTE I 1 I � DE_E'E RA - W+IEN rN S DECK I i I E-EvAr ON 6 30' OR _E55 - I , ABOVE r-N PkED GRADE. /� ---- -- — -- RA .'NG PER 1 AN (G_R D 5' B NOT TO - ExCEED 4' Q — SOS !D B,.OGCiNG OVER Swip"R S Cfj LLJ Z 0� Lj_ Q 5%4 x 4 T K CDR DC:K G - � N.O. aa- =O PER PLAN - 2x P.T. LEDGER PER P,.Ak A7AC�4 W/ LAG BOL T5 PER PL O■■ �w ~ U - TYP TJi F LOOR FRAMING PER PLAN R PLAN e CL > CRIPP WALL AS REQ6iRED m 0 PER PLAN. - - -- -- BEAM PER PLAN PL PER PLAN _ POST CAP PER PLAN CiGNT � I a: w Q�DU X W w 2x (2' GREATER D EPTH r � ?NAN JOIS POST BASE PER PLAN T ? v FIN154 LANDSCAPE GRADE i 12' MIN Z FOOTING PER PLAN ON SOLID BELOW GRADE U?ZQZ SUBSTRATE TYP, DECK CROSS SECTION ,13 W4•&r -or ` v Z Q :. BAFFEL - EXTEND 6' ABOVE GATT , N&,L OR �2 ABOVE BLOu�v INS<1► RAPPEL • EXTEND 6' ABOVE BA^ ' \5uL. OR 12 ABOVE BLOkkN NSu,- -- TYPICAL ROOF CONSTRUCTION (TYP. ROOF CONSTRLG'ION) 2' MIN. CLR. FOR VENTING __ 2' ^11kGiR FOR VENT LNG -- NI 4 4 8 - OjC. AT IN50E FACE OF 'WALL 2X BLOCKING JTH (3): !/:' UN.O. PER ENGINEER - HOLES WITµ SCREEN -,� 2X BLOCKING WITH (3) 2' • 12 12 HOLES WITH 3C'.REcN _ . ] SEE ELEVAT !ON SEE ELEVATION 1 ---- EXPOSEC> T RU56 TAIL EXPOSED TRUI$S TAIL T`I'P. GUTTER (TYP. GUTTER) 0VE!b4ANGs FASCIA PER ELEVATION �f- PER I OVERHANG: FASCIA PER ELEVATION +- - (TYP. EXTERIOR WALL CONSTRUCTION) PER PLA �� - � - --- FLASHING (DIV. 1 SHEET AI) (TYP EXTERIOR WALL CONSTRUCTION) R��11F -, F F OR CODE CON! i'?sAR�CF dQ DBL OR GIRDER TRUSS (PER PLAN) (TYP) ROOF C."T.RUGTION JUN '" 3 2005 9 3144W-W FRAME OVER WALL DETAIL &EAVE DETAIL C.4. elf T: ;�vfl a hi s. r- o BEAM FRAMING PER PLAN H! a 48' O.C. AT OUTSIDE FACE OF WALL UX;O. PER ENGINEER 2' MIN CLR FOR VENTELATION Us�4�r� BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING Gam. is CE _NrG ROOF =4A•' Ws °ER R'_Ah 1f 1 'LIGHT FLARE WELL DETAIL -+ SEE ? 4\ =_YR ""= QW 4 R,A r ? ;A 1C. OCE 'AP-- %ei4L 91E_rL , OIL t +-EADQ 4 -tr = h 3 4r °ER \V-4- - -q E '56- S 4 t.: W-= ok Olia : A' __4E "cp ANC 'aC"'T 3 Edo- %^ °P! - +A''�R�, "'\ � -` ":ar �l!' .ta"vE �•+.: 3 :.''v:�i'i �: g4CE .�DE'F :'�.R .: = `C6'Ks �.L �"°E = �,4R ': �� :' .'s+.� °L -'+�i C 31�'O► t�'� �C "'+Ni :.=�11! >•'b" �..i._ E"J!h %L b. ,r s31E =•A a. '_�' �� L°�CS .i.'qmow[s Olds- I I*.*' '.F: O► ll:: Gom: MEe %-I •dew w-5 1114'I'v- ot ,.r a so"1110 Jr _ as c e&M k\STAm ON Lm i #1l. 5 POSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION '. EXTERIOR " LL CONSTRUCTION TRIM PER ELEvAT ION BAFWE BOARD PER ELEVATION 2 2X4 BACIaR FOR $ARIGE - NAIL T -WFRU 5K:'P 5HEAT;-,W.z WITS: bd s O.C. TYP. 2X4 04TW"jE1ZS 4 4 OZ. J 2)2 SE -WE.EN FOR T WI PREr UIE 5t_0C NG 2X4 9RAG'tiCx A7 :43' 0 & -V= - - 0 ROOF SHEA --:ifs ,.✓ �56Je BLOCKN. G 00 NO .OE `A -.. R;ocp - Ric - or EXTEROR ..A.._ C045 ar 314 i { - R .... acT ."''� E� -!O! Lam_ :�6�C`O► BAFFEL - EXTEND 6' ABOVE BATT. INSIJL. OR 12' ABOVE BLOux NSUL. (TYP. ROOF CONSTRUCTION ) 2' MK CLR FOR VENT ING �— — HI 9 48' O.C. AT NS IDE FACE OF WALL UN.O. PER ENGINEER 2X BLOCKING WITu (3) 2' 12 HOLES WITW SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TYP. GUTTER) OVERHANG PER PLAN FASCIA PER ELEVATION '� -'- (TYP. EXTERIOR WALL CONSTRUCTION) SAVE DETAI S/4 =T-w . BUFFEL - EX'ET b' Ae01F BATT. NSUL OR 12' ABOVE BLOLk N, 5LiL. (TYR ROOF C0N5TRLJ'" I ON) 2' MN CJ_R FOR VENT i% HIs48' X751DE FACE OF ;SAL- LXO PER ENGIS E 2X BLOCKING W (3) 2' • 72 HOLES ,i 7w SCREEN 1 l 5EE SEE I ELE V. E .EV. 7 EXPOSED TRL TA; P_-'.c EX-ERCR EAVE DETAIL F :z 1 � C. bi: 7 _ _LA C - _ :)r Sam .-rr i Ste[ IT : -4 ![1 = L I if La - Aul AWL f- N J a � W 1 W S OW 1- z 6 9 O O Q `TU O ul O - rQ Q Z L W O Z H W W x a a H w A A d A z Q H r ob •o � � h h h 1 D2 �...,._ -� •. -.�_ _ � -. _ ._a- _-' +�'. .�.'_...1 ^�_ .r.. . -�.� � .�. "w.- ....�iy.A... w.V - ��.�.� �1..•'r. s�.r �.�.1�.' .. ... _ +�. -. �� -+s _. �. w �.w_, _. w • � � rr.._�� _. ..� -...._ _.. _ ..� ._.- -.'- u..� '�►� �� .- w w_ q-..�. "�'�'T -iO� ^ �.- �/'..�- "���. 1 \.��... �_ ._. -.a.�r - e .1.1.+�' -. �Y/� �.. "�.'. -_' � '!!^w�'.'f \�•� -�- • GABLE END DETAIL SKYL6HT, S IZE PER PLAN II ?A MG TO ROOF STRUCTAWE PROVIDE FLASHING: AS RECOt tE`ffiDED BY MFG- ► t 2x6 CURB T'I'P. 2x4 • ROOF AID 91 P_ !Wx ", B"8ER'S T P. EAVE DETAIL _ vsuma TYPICAL ROOF CONSTRZTION 15 ICAL FLOOR CONSTRUCTION 848' (SIDE FACE OF WALL 0. PER ENGNEER BLOCKING WITH (3) 2' • LES WITH SCREEN I 1 I � � I i I F� I , -� 1� 7 F Q Cfj LLJ Z 0� Lj_ Q r7 aa- =O O u �U) O O■■ �w ~ U O e CL > a m 0 € ! Q Q ? I ob •o � � h h h 1 D2 �...,._ -� •. -.�_ _ � -. _ ._a- _-' +�'. .�.'_...1 ^�_ .r.. . -�.� � .�. "w.- ....�iy.A... w.V - ��.�.� �1..•'r. s�.r �.�.1�.' .. ... _ +�. -. �� -+s _. �. w �.w_, _. w • � � rr.._�� _. ..� -...._ _.. _ ..� ._.- -.'- u..� '�►� �� .- w w_ q-..�. "�'�'T -iO� ^ �.- �/'..�- "���. 1 \.��... �_ ._. -.a.�r - e .1.1.+�' -. �Y/� �.. "�.'. -_' � '!!^w�'.'f \�•� -�- • GABLE END DETAIL SKYL6HT, S IZE PER PLAN II ?A MG TO ROOF STRUCTAWE PROVIDE FLASHING: AS RECOt tE`ffiDED BY MFG- ► t 2x6 CURB T'I'P. 2x4 • ROOF AID 91 P_ !Wx ", B"8ER'S T P. EAVE DETAIL _ vsuma TYPICAL ROOF CONSTRZTION 15 ICAL FLOOR CONSTRUCTION 848' (SIDE FACE OF WALL 0. PER ENGNEER BLOCKING WITH (3) 2' • LES WITH SCREEN W n z F� [� `.J ° Lu -� 1� 7 4 Q Cfj LLJ Z 0� Lj_ Q r7 aa- =O O u �U) O O■■ �w ~ U O e CL > a 0 u,.1 U) Q Q ? � T r - - :D a: w Q�DU X W w � r � T ? v Z Z U?ZQZ Q Q c C ` v Z Q J Oz O Ci ll e4 < z C) c C r z uuzZ !) z QQZm :n <z szo ;n p �. ,� O Z � ZC_;:n > Z --- W ob •o � � h h h 1 D2 �...,._ -� •. -.�_ _ � -. _ ._a- _-' +�'. .�.'_...1 ^�_ .r.. . -�.� � .�. "w.- ....�iy.A... w.V - ��.�.� �1..•'r. s�.r �.�.1�.' .. ... _ +�. -. �� -+s _. �. w �.w_, _. w • � � rr.._�� _. ..� -...._ _.. _ ..� ._.- -.'- u..� '�►� �� .- w w_ q-..�. "�'�'T -iO� ^ �.- �/'..�- "���. 1 \.��... �_ ._. -.a.�r - e .1.1.+�' -. �Y/� �.. "�.'. -_' � '!!^w�'.'f \�•� -�- • GABLE END DETAIL SKYL6HT, S IZE PER PLAN II ?A MG TO ROOF STRUCTAWE PROVIDE FLASHING: AS RECOt tE`ffiDED BY MFG- ► t 2x6 CURB T'I'P. 2x4 • ROOF AID 91 P_ !Wx ", B"8ER'S T P. EAVE DETAIL _ vsuma TYPICAL ROOF CONSTRZTION 15 ICAL FLOOR CONSTRUCTION 848' (SIDE FACE OF WALL 0. PER ENGNEER BLOCKING WITH (3) 2' • LES WITH SCREEN t f} I If.�.a..l��.f... -- _ li � - -? -til I ' Nteu a kswc RTES, PS IMMARW i ~� OI 1 N07E4 Ir,! N 0 1) ,of.! -.r .rt wq. l IX'4c J! U I 1 t, a'_.'.v Jf �r. . , nst 141 t'r rn�'tJf 1�"r It. 'rwsim •.I n, lu It,A ►!SDf-(- 'Ike, .f J"l r'l.I m " r ate rfer l wt• "_11 Iovn t.Kxx .r: 't (2) l•! I'�1 fvt;it.(�.q'le ;:cVl %.J da Yr -frw.t f�Y.; ,I ►'..- .u,.' gau ema SwQ L i`lea�rr.r1 �c�'.ti'i "0.% 0) Re4JIW.•. 'r J f 'I f (Il.tffn ) :,I Ix:.l (4) Trfttedej (vc arfd au, t:• x n•.T1nrM 17 n-nircla VI'k ed-1, !31 I Y'., 14w',J :d@C '4C C:I'.' tir -ti 1 �7 a3 'AJ •� Ma -C' 1 iE' (61 f'%VA4 rff'a ,, �: L,falfear al[ -1a A 24 s. .,I, jal.t • K It", AV • �w konn Dt,q f t I (q, pi'llr ( awl Y1M'i 51: f1W u f, a:r spot ffrC SV/41f 1, 'a 'ass 1' df, i•. ed. ef,'.91 A t', t f Wt tat .0 SSA' tu 7 p+atr , f^!t0 MI tar 1+:' ` -r n: uu" s'f111n•a : - - A4 -TF5 LS% r( - .AAM%.:ntl kf -4 J!) Cv'y' >cr svtpt,an le c , "I (7) 0.lrml^Wln )1LfU d , fi flr IZi' "f (J �' •w_ !1 aaln ng pa(w In'946 (8) Anl 1u. t 114 %> 1 -dl l ♦ rf ftw•1't1t•<I do I.,eKt 7. 1: .41•l fek t•tb• 6 ue a now" im of Av;; bilir pef pK; r ,v th al wz 1.)' Icon " ftkvtl l't. 1 2 w ICs! to M, lweven UfA .1101 a:Ylt :rpfr Ve l ofic i,t the L, ' .-1 'v%r •1 J n r. W" on 011 _i11111= 1 . ;I i I f i f I t t ot.l�_111111 111111=1 i ' _ ... . .. .... ..._ ..... _. ......... 1 ELEVATION OF SLAB= W AV T.OAi = 1'41'. SEE DETAL LWI I I I 1 ► a -., SHEARWALL SCHEDULE ItEtEO i ASS a tAltS ps (fwtr .• • y 1 . � -'moo o Cs - ?o2 ►AA1;K SI A 1'*. AHFLY I U sHEA - .! N. F ^.G- tvr.q S ISI 4C'Of T '• -:N .• A : F R1�SF P Q F v� E _tf. a w BLOOCKM �L VQR T;/ T^ I' - ATE 2' , y1E A _ + � • :t 4-W S IU05 °., 1 1 ALL EDt+ES OY �' . f;' 1E't, '(al U N'_ . BE LOV' » Iamt tnc rdt a:f F.... 1 S S: LL : .A•- '(4) f f I ; OFF 6d 1et .5 ul;; I' 2' cJ 6ekl I 1 ?I +l J A?' 24 NA �. _.. _4 OS r', &t :j � c! ' L , Jf ' t•, ' f 7t! kv ., a : a r• .,�• t f • N._ 5+_0K I l' Alt; 5: ". •� to' USN 6ntf �Id` '; i s Ec r _' f ' - . - c tU A • 3 ' a' . t fti+ ff�n-. �r/'..... ���r/ �r r�+'Mww a.�.wr.��T •.�r�� - -•w.r �- .-.,_. � ..r ---. _..+ �.� �. I►- . -•1.. _. `.^ter �. �� .�� '�'�C Cl? Cn -- -�'. .w. a - ..T -� - - .� w- w . - ..mow U m N 1 t _ m Ln % �„ -7tw� ar..�.�..�.� -- .�- •�.�.. yy -.fir _. - Ott— �� . � . .'�"t_ ... '+ii�e�. -- • 4i : 3 ff' ;I i I f i f I t t ot.l�_111111 111111=1 i ' _ ... . .. .... ..._ ..... _. ......... 1 ELEVATION OF SLAB= W AV T.OAi = 1'41'. SEE DETAL LWI I I I 1 ► a -., i 1 ! r I I , i t i 1 _. _ __ _ { I J 1 4 01, i � t I _ � SYMBOLS & LEGEND r � � r I `t .,�•�` .I �.r� trr' ..►fit � �'� J t FOUNDATION SHE WALLS ftft p'1-w SHEARWALL SCHEDULE ItEtEO i ASS a tAltS ps (fwtr .• • y 1 . � -'moo o Cs - ?o2 ►AA1;K SI A 1'*. AHFLY I U sHEA - .! N. F ^.G- tvr.q S ISI 4C'Of T '• -:N .• A : F R1�SF P Q F v� E _tf. a w BLOOCKM �L VQR T;/ T^ I' - ATE 2' , y1E A _ + � • :t 4-W S IU05 °., 1 1 ALL EDt+ES OY �' . f;' 1E't, '(al U N'_ . BE LOV' » Iamt tnc rdt a:f F.... 1 S S: LL : .A•- '(4) f f I ; OFF 6d 1et .5 ul;; I' 2' cJ 6ekl I 1 ?I +l J A?' 24 NA T_ Q) OS r', &t :j � c! ' L , Jf ' t•, ' f 7t! kv ., a : a r• .,�• t f • N._ 5+_0K I l' Alt; 5: ". •� to' USN 6ntf �Id` '; i s Ec r _' f ' - . - c tU A • 3 ' a' . t fti+ ff�n-. �r/'..... ���r/ �r r�+'Mww a.�.wr.��T •.�r�� - -•w.r �- .-.,_. � ..r ---. _..+ �.� �. I►- . -•1.. _. `.^ter �. �� .�� '�'�C Cl? Cn -- -�'. .w. a - ..T -� - - .� w- w . - ..mow U m N W Ir- O i l m Ln % �„ -7tw� ar..�.�..�.� -- .�- •�.�.. yy -.fir _. - Ott— �� . � . .'�"t_ ... '+ii�e�. -- • L LJ — i 1 ! r I I , i t i 1 _. _ __ _ { I J 1 4 01, i � t I _ � SYMBOLS & LEGEND r � � r I `t .,�•�` .I �.r� trr' ..►fit � �'� J t FOUNDATION SHE WALLS ftft p'1-w .e.r h 0 It� rr--� A Joe "a START M. NQ IFS ^>! F 7 C P- -3 1 . S1 r J R �1 i i i I i i 1 N - 1'.}. ,: -5 %V ♦ N f L� T - t T.pt� LL Cl) NA T_ Q) j CI; I ...�"r.�,f��'�""'�'.�'�- L � J cc Q fti+ ff�n-. �r/'..... ���r/ �r r�+'Mww a.�.wr.��T •.�r�� - -•w.r �- .-.,_. � ..r ---. _..+ �.� �. I►- . -•1.. _. `.^ter �. �� .�� '�'�C Cl? Cn -- -�'. .w. a - ..T -� - - .� w- w . - ..mow U m C) co W Ir- O i l m Ln % �„ -7tw� ar..�.�..�.� -- .�- •�.�.. yy -.fir _. - Ott— �� . � . .'�"t_ ... '+ii�e�. -- • L LJ — • Y Ca .e.r h 0 It� rr--� A Joe "a START M. NQ IFS ^>! F 7 C P- -3 1 . S1 r J R tlr.K•• L.:.: N - 1'.}. ,: -5 %V ♦ N !� i '.C1AT�.`h I ..'IIp4f L� T - t T.pt� LL Cl) NA T_ iIHIA .i:: 1 "!' .C"'.�_ CI; R ...�"r.�,f��'�""'�'.�'�- L � J cc Q fti+ ff�n-. �r/'..... ���r/ �r r�+'Mww a.�.wr.��T •.�r�� - -•w.r �- .-.,_. � ..r ---. _..+ �.� �. I►- . -•1.. _. `.^ter �. �� .�� '�'�C Cl? Cn -- -�'. .w. a - ..T -� - - .� w- w . - ..mow U . W Ir- O U i. _ .� _ -� _ .-•.► . _ _ �- T� _ �- • � -�� .� ter_ _. - rr)f��►.. -'!'� r ...�.�Yr�. - _ ' +`�- -. �.d.._.- .r... s -...• - �s..+�.� �„ -7tw� ar..�.�..�.� -- .�- •�.�.. yy -.fir _. - Ott— �� . � . .'�"t_ ... '+ii�e�. -- • L LJ o • Y Ca CD CV C F- a 0 U O � r< v y w ? V rr :,7 .e.r h 0 It� rr--� A Joe "a START M. NQ IFS ^>! F 7 C P- -3 1 . S1 r J R REED & ASSOCIATES, PS 93 1 1. ?1 St SYi EC- 1,>r.r,t 30Ce tam:: .'3;' ?_ sa.(0I `. n i N - Unless Noted OtAetwise GENERAL ALL CONSTRUCTIOn SHALL C0 TC THE INTERNATION IAL BU)LC!NG CODE A&Zl 2003 ED!TIJN C'r` OTHER GOVERNING CODE AS REQU RED Sv LC:.A IJRISDICT-,)1'j DESIGN LOADS SEE ENG NEERING PACKET' f F(; 10E'51i, N t OA')'-, E1lI4PE MMS NO SPECIAL INSP= TICNS -RC REQUIRED NC:TIF1f 3U:LCIN CT F(: F' INSPF - TIC-Nv , RE❑JIRE-D SY LOCAL �JRISD!CT't)N FOUNDATIONS EX -NC. F OGUN G TO UNDIS%RBED SOC_ OF 21aX PSF EEAR!NG CAPACITY BOTTC1f!•1 OF tx :n' E DOW;' I -Ai t. 3F 1 -$' MIN;A.IJM BELOW O- ITSIDE FINISHED GRADE. T rr0 f �� V FREE M TE[ ) SHOULD 1 . SO! L N f FP 1 - : C :ST C R MINA t .- EDQ _L . V'1Ft . GttAf) : V N., F F SO L n F E _ - ; C � OR,. N S 1 A 4 1 . A M "'FR) E. AND DEBRI F;_� $F -OU_D BE HLf�L =C IN A.�Ct:1tUb4 8 LDUSt_ L.F f;; AND COMFAC' A MFNNF,tt,M CJf 9f- F'EFtC:( Of: 1HE: MAAXIMLIM JENSI - V AT OPTIMUM MOISTURE CONTENT DETERK411 - RY ASTM 1 -155' T =S- PROCECURES CQNgRETE f = i5X PSI MINIM -M 5 -tt? SACKS J' CEWNT PER CJB!C `r4RD OF +';ONCRPTE AND A LtAX1ML)M ,-)F 4 GAL,-ONS OF WATER PER 94 LS SACK OF CEMENT MAXIMUM SL;JA'!P :S 4' SEGREGATION PREVEWED REINFORCING STEEL 15 BAKS ANN: ARGE•k Sf IAI : RE GRADE 60 DEFORMED EdRS AN 0 AKt1 rMd i;FirtS 5.1A. L BE GRADE 40 IN ACCORDANCE W!TH AS Tla A•6' 5 LAP SP: r '2 BAR DIAIfE?ERS .AJEE. )ETD ImHE I ABREC SriALL CORaFGR\4 TO ASTM A - '85 AND SHAL- BE EXF) - Yd t 4 x Vj1 4 : AP t )NE c I ML5FI AT SPLICES TIMBER FRAMING SMALL MEET THE "0:_LCI JMI `AIN•MUM STANDARDS BEAMS AND F*oSTS (4u ANJ GREATER) OF-L#2 J IS TS: S LIDS INx - ) HFX2 , STL1t) GLUE LAY NAIFU BEAMS t(i.6j 24F V4' 4r -VH AT C.ihTi :.FVERSI 2x TI.MP.FR %W. L 3F KILN ORIt C GRADES SMALL CONFORM TO `%WiPA GR.AE);N:a RULES FOR A;: 'FTFRN ! LATEST = D TICK ROOF TRJSSES SHALL BE DESIGNED !N ACCCROANC vVITI Ff +f 1 F i A -4 THE 6C ALL C;NINFG lCVS PER 1$C TA3LE 231:1 C- 1 8 99f QL INSTA.I MINIth M -•7 °100 :�'! r -J•D7D f3Z16 OR 7015' 0S8 .Hi AIHING N.4 =L :,L_ SJPPCRTEC FC:ES.AND BCUNC -IRIES `.ti 9d AT 6'0 C ANC INTFRIOR SUPPORTS evi;l•: 8c Al 12 O C. &L`CK!PY.:, ,NCT RE':)JIREC. FLOOR DIAPIYtA(sY INSTALL MINIMt,ful 23 TAG STURD -t -FLOOR (24oc S143-sTHING GLEE At+c- NA L ^'LL SUP =ORTED EDGES AND BC)_!NE)AR1 S Ali 'H 10C AT 6' CC. AND IWI ERi -OR SUPPORTS MTH IW AT '2' CC BLOCKING NO REOUIREC IWSC LLANEOl1 THE COf - RAkCTOF. S^ A_L VFMFY !41 CCND'T�ptiS AT .:06 S :TE 1 C:� n - PAC SHALL P- 30VTOE Tz-' FOFAR'd 6R-;CTG AS REOL;!REI- Uh E'I: A: t _`FRMAPiE� f�t ^,vNECT N _ ON S = F EN!l.0 $ 1-AVE BEEN INSTAL-EC M PRAT SCALE'JFAYJI'S 'F2E•FA3F� {OA'Ep !iFThIS TC 3c FIA!vALEC A1ti1: AS "fit: r F=E= NANJFAC,TJRER S Ft-;;C1WAffNCP 8 HOLDOWN SCHEDULE REE6tASS0CU PS , .. . ' .. .. r • :e• tlr.K•• -A , vvf. �IKA- '1 N - 1'.}. ,: -5 %V ♦ N !� i '.C1AT�.`h I ..'IIp4f T - t T.pt� ,�N, +, I�: NA T_ iIHIA .i:: 1 "!' .C"'.�_ SST$. ". R ...�"r.�,f��'�""'�'.�'�- r fti+ ff�n-. �r/'..... ���r/ �r r�+'Mww a.�.wr.��T •.�r�� - -•w.r �- .-.,_. � ..r ---. _..+ �.� �. I►- . -•1.. _. `.^ter �. �� .�� '�'�C - �11►��� .. 'wyw•.�t► ..+�'!� s !r` .� �..T .� : � � �. -.i �r �-. -- -�'. .w. a - ..T -� - - .� w- w . - ..mow . i. _ .� _ -� _ .-•.► . _ _ �- T� _ �- • � -�� .� ter_ _. - rr)f��►.. -'!'� r ...�.�Yr�. - _ ' +`�- -. �.d.._.- .r... s -...• - �s..+�.� �„ -7tw� ar..�.�..�.� -- .�- •�.�.. yy -.fir _. - Ott— �� . � . .'�"t_ ... '+ii�e�. -- • 4 0 • REED & ASSOCIATES, PS 93 1 1. ?1 St SYi EC- 1,>r.r,t 30Ce tam:: .'3;' ?_ sa.(0I `. n i N - Unless Noted OtAetwise GENERAL ALL CONSTRUCTIOn SHALL C0 TC THE INTERNATION IAL BU)LC!NG CODE A&Zl 2003 ED!TIJN C'r` OTHER GOVERNING CODE AS REQU RED Sv LC:.A IJRISDICT-,)1'j DESIGN LOADS SEE ENG NEERING PACKET' f F(; 10E'51i, N t OA')'-, E1lI4PE MMS NO SPECIAL INSP= TICNS -RC REQUIRED NC:TIF1f 3U:LCIN CT F(: F' INSPF - TIC-Nv , RE❑JIRE-D SY LOCAL �JRISD!CT't)N FOUNDATIONS EX -NC. F OGUN G TO UNDIS%RBED SOC_ OF 21aX PSF EEAR!NG CAPACITY BOTTC1f!•1 OF tx :n' E DOW;' I -Ai t. 3F 1 -$' MIN;A.IJM BELOW O- ITSIDE FINISHED GRADE. T rr0 f �� V FREE M TE[ ) SHOULD 1 . SO! L N f FP 1 - : C :ST C R MINA t .- EDQ _L . V'1Ft . GttAf) : V N., F F SO L n F E _ - ; C � OR,. N S 1 A 4 1 . A M "'FR) E. AND DEBRI F;_� $F -OU_D BE HLf�L =C IN A.�Ct:1tUb4 8 LDUSt_ L.F f;; AND COMFAC' A MFNNF,tt,M CJf 9f- F'EFtC:( Of: 1HE: MAAXIMLIM JENSI - V AT OPTIMUM MOISTURE CONTENT DETERK411 - RY ASTM 1 -155' T =S- PROCECURES CQNgRETE f = i5X PSI MINIM -M 5 -tt? SACKS J' CEWNT PER CJB!C `r4RD OF +';ONCRPTE AND A LtAX1ML)M ,-)F 4 GAL,-ONS OF WATER PER 94 LS SACK OF CEMENT MAXIMUM SL;JA'!P :S 4' SEGREGATION PREVEWED REINFORCING STEEL 15 BAKS ANN: ARGE•k Sf IAI : RE GRADE 60 DEFORMED EdRS AN 0 AKt1 rMd i;FirtS 5.1A. L BE GRADE 40 IN ACCORDANCE W!TH AS Tla A•6' 5 LAP SP: r '2 BAR DIAIfE?ERS .AJEE. )ETD ImHE I ABREC SriALL CORaFGR\4 TO ASTM A - '85 AND SHAL- BE EXF) - Yd t 4 x Vj1 4 : AP t )NE c I ML5FI AT SPLICES TIMBER FRAMING SMALL MEET THE "0:_LCI JMI `AIN•MUM STANDARDS BEAMS AND F*oSTS (4u ANJ GREATER) OF-L#2 J IS TS: S LIDS INx - ) HFX2 , STL1t) GLUE LAY NAIFU BEAMS t(i.6j 24F V4' 4r -VH AT C.ihTi :.FVERSI 2x TI.MP.FR %W. L 3F KILN ORIt C GRADES SMALL CONFORM TO `%WiPA GR.AE);N:a RULES FOR A;: 'FTFRN ! LATEST = D TICK ROOF TRJSSES SHALL BE DESIGNED !N ACCCROANC vVITI Ff +f 1 F i A -4 THE 6C ALL C;NINFG lCVS PER 1$C TA3LE 231:1 C- 1 8 99f QL INSTA.I MINIth M -•7 °100 :�'! r -J•D7D f3Z16 OR 7015' 0S8 .Hi AIHING N.4 =L :,L_ SJPPCRTEC FC:ES.AND BCUNC -IRIES `.ti 9d AT 6'0 C ANC INTFRIOR SUPPORTS evi;l•: 8c Al 12 O C. &L`CK!PY.:, ,NCT RE':)JIREC. FLOOR DIAPIYtA(sY INSTALL MINIMt,ful 23 TAG STURD -t -FLOOR (24oc S143-sTHING GLEE At+c- NA L ^'LL SUP =ORTED EDGES AND BC)_!NE)AR1 S Ali 'H 10C AT 6' CC. AND IWI ERi -OR SUPPORTS MTH IW AT '2' CC BLOCKING NO REOUIREC IWSC LLANEOl1 THE COf - RAkCTOF. S^ A_L VFMFY !41 CCND'T�ptiS AT .:06 S :TE 1 C:� n - PAC SHALL P- 30VTOE Tz-' FOFAR'd 6R-;CTG AS REOL;!REI- Uh E'I: A: t _`FRMAPiE� f�t ^,vNECT N _ ON S = F EN!l.0 $ 1-AVE BEEN INSTAL-EC M PRAT SCALE'JFAYJI'S 'F2E•FA3F� {OA'Ep !iFThIS TC 3c FIA!vALEC A1ti1: AS "fit: r F=E= NANJFAC,TJRER S Ft-;;C1WAffNCP 8 HOLDOWN SCHEDULE REE6tASS0CU PS , .. . ' .. .. r • :e• tlr.K•• -A , vvf. �IKA- '1 N - 1'.}. ,: -5 %V ♦ N !� i '.C1AT�.`h I ..'IIp4f T - t T.pt� ,�N, +, I�: NA T_ iIHIA .i:: 1 "!' .C"'.�_ SST$. ". - � r f V CA :D V H V 0 4.1 0 44 IA :m E RL&6 t 4SSOC Af ES. PS ALL 4 NOTES IU N O (1) ,unl . . ,. r. µ.�� t , :....R �tfJ r t ,- ...�•.NN ., n •Mt ul 1,.,. rn�ry,f Arlo r• . f• Nnm•vl ".!r n, h• t.. , rVel.r.r •rrn,r•yn r'+! n.cta�v an+. «I,ta�rwtr t �v4pl't k, r.t�lU a ■ yr••r 121 , roof ra:x. a .�rw �n x ,l . u , u« r au.: g4be end saw.. at i.'ws,aa..-:•.: b400.% (3) ! qgq. rt•, •. r .l 'r r Arlan, :.I n. - Ir (1) Tr.rredaJ ro: erh; -nu;,.e• f� n•iL, •w1 IS) ' om•rnar,iw•. �Jfli Cd't, 1st aC: i.k =. ± <d',! 114' -;1 10 •J ' ©•J sn kei -(' IE'a:': 16) I!11!ak F11'. Yt e; t"taxa! eh.t �, at ' s - s,t.'J,tl, r • K It". 'Alit • •x boa nl,g I t •Up F.Fale ("k ; JA'a .31' Mr.; ., :. „ $, tl:r SPCC* -CC SyKw •, a. 'r» It nn . ti A.' uu. Alt .4 .r r .e .i,, 1 , ON r w 0 SW' tm p■at::. ,'roa runt rs I N 1 M H "1 ` 'r %t 1 !•r.re^s'r�1Fn •. - ! LTF'S _. L >50 L3r 7a -.An(dl,:ec [:r %J5 Cu r' :)cr Svrp:or `�.•ong•Iit- r•r nn.Al (T) RLn. -Turn Ax Y (!(,4l■ )fuC :n.n' J w; t2r•' i V a al abu-t ng panes .w'y/r. 16) AALV, ttd1S h,tfl t rr tt,.4't!e.1 ar I.rA[l p• u•'., .:01'<Iew t'let ± rh alll tw a runtr•• or CA Nvo Dnka 'Jet x; ? v, th ar. L" ,.. rM net mroe than 1 .2 'w tr•;s d'an sev%4, I t•t •J:i r al .1. 'rort tats urni vt the t% 1+ 'nrr -'I 0 n c "" t (4 5w -2 s 1 d) 1 i I ) if - - - - -- ----- - - - - -- -- _ ■ 4 ! ' lid 1 r ---------- - - - - -- - /------- - - - - -� ----------- - - - - -- I OF 37 1 t ! I I I or . -•� -� Ilk Inn 1 OP • . ILA i V CA u H u O w 0 w IIA u W E I I l I I L ! � I Ctwrr r' ; . MARK u' I4U AVVLY IL; S'+E4'H •.:, F Rr•IL2 ISO ROOF TO T . ? t C5.2E2 i (ts I I �_ I R4AF P A'A' •(S) c ,� � ;, E y v� [ .:♦ 0 W r CL Cn �i Q U W V) I— C) 1�■■1 L' F-- Q U �y LL a Y C } 0 ( Y I .• o h` SYMBOLS 8 LEGEND —" c 1 SW MAIN FLOOR SH EAR WALLS I HOLDOWN SCHEDULE REED &A$ OC'IA'E3 ps , yil.a. ' � .1 -PLUS b � _ n V �' r�■ ' 11711 -it ■AI� :VI •. SHEARWALL SCHEDULE 40 407P t ASSOl111tS Ps ... - — Ctwrr r' ; . MARK u' I4U AVVLY IL; S'+E4'H •.:, F Rr•IL2 ISO ROOF TO T . ? t C5.2E2 • j2) 1■ I* '' I Ulr$ •? iti v L A.LL kiLICA:!, SLOCkf`71 R4AF P A'A' •(S) c ,� � ;, E y v� [ .:♦ v w ! BE.01ty ;» o, xnc r1� .. r ..• a t wN s c•, . i _L .,4'. '6 2' ■ ?' l 1.'6 Y /+l r't�RS 'F01 Sill u7 td 4•_ • .. Ic t�.1 w-s r- a +� .L. �a „ S c ;• AF+• $: "I.2 L t S' : H t • lid '' 0 - "' .• .:. 'rY:. SYr•J ! 1ti' USL+6aR �Id ;7; ftt'tj SHEARWALL SCHEDULE 40 407P t ASSOl111tS Ps ... - — Ctwrr r' ; . MARK u' I4U AVVLY IL; S'+E4'H •.:, F Rr•IL2 ISO ROOF TO T . ? t C5.2E2 • j2) 1■ I* '' I Ulr$ •? iti v L A.LL kiLICA:!, SLOCkf`71 R4AF P A'A' •(S) c ,� � ;, E y v� [ .:♦ v w ! BE.01ty ;» o, xnc r1� .. r ..• a t wN s c•, . i _L .,4'. '6 2' ■ ?' l 1.'6 Y /+l r't�RS 'F01 Sill u7 td 4•_ • .. Ic t�.1 w-s r- a +� .L. �a „ S c ;• AF+• $: "I.2 L t S' : H t • lid '' 0 - "' .• .:. 'rY:. SYr•J ! 1ti' USL+6aR �Id ;7; ftt'tj REED & ASSOCIATES, PS ;'.•! 1. ' cal F - gr 93'1 :;n$! SYO EC`lMr :>!. '_•!`�•i Gsnefal SIEVC111ral Nl0k't – UrA&SS Noted Otherwise GENERAL ALL CONSTRUCTION SHALL •EONFOR 7C THE INTERNATIONAL SUIL.D:NG CODE ;18C;. 20:03 EDITION , ^_F OTHER GOVERNING CODF AS REQU ;RED 8v LC',A- „URIS.DICTiON (DESIGN LOADS SEE ENGINEERING PACKS I F('R OESIGN LOADS LN9IPECT10N5 NC SFECiAL INSPE': TICKS ARE REQUIRED NOTIFY BUILDING UEPARIMENT FOR IN�PrCTIONS REU-JIR =D HY LOCAL .:JRISD:CT'ON FOUNDATIONS EXTEND FCJGT:NG TO U-4015% R;WD SOI: OF 2OW PSF FEARING C4PACITY BOTTC11,1 OF FP.g-i- F 00IING StiAL1. OF 1 -F MIN.MW EELO`h OJTSIDE FINISHED GRADE. A CQYPACTED FILL SHOULD CONS ST CF PREDl VYEL t- ::It.AUt CikAN;il ..R ERE= p F DR;;Ar. NA - TRIAL A DEBRIS FILL SI -OULD BE PLACEC IN MAX11'IUM 6 L7'JSL ..il 2;; AND COMPACTED ? , :, 4!INIMJM L`f PERCF_NT O► THF. `AAXIMJM -DCNSI'Y AT QP7!M.UM `AOISTURE C'DNTENT OETERM!N.-!) RY A IM D - TES; PROCECURES CONCRETE f c = 25110 PSI MINIMJM 5.1,7 SA.,-(S 0-- CEMENT PER CJ&C YARD DF CONCRETE AND A MAX&ALIM OF 6 C - AL-ON3 OF (EATER DER 94 LB S.;• ^K OF CEMENT kWIMUM SLWF` :S 4' S`3RECATION 0- IAhT '�.At:: ?O 3F OPEVEN – E7 REINFORCING STEEL ". BARS AN(;:, ARGI R St Wt. RE GRADE 60 DEFORMED ?ARS. ANC 01s AND S4 3AP:, S -4-L BE GRADE 40 IN ACCORDANCE '.b TH ASTIJ A-6'5 LAP SPLICES 12 3AR MANN - E - ERS 'VVE� L Wl RE I'ABRIC SHALL jr TO ASTM A -185 AND SHAD BE 6X6 -741 4 X Y1' 4 TIMBER FRAYING SHALL MEET THE = 0_L0Vv&G %NIMLMA STANCARDS BEAMS AND ('UST;; 141( .AND GP,EATER) CF -LV2 A'. IS TS : S'UF)S I-N_) FiF : 31 uf) GLEE LAM NA TEL' BE AUS i..:;. B} 24= -V4 ;24F -VEI AT CANTE 1- 7,/ERS1 23L TUP.FR SIIAL: 3c KILN DRIL: GRADES SI«IAL CONFORM TO 'VAVI=A 3ftAD`I- R:JLES - rOR'14 ►!^TF N ! L�,1'~E LATEST ED TICK BE IRJ5SES S14ALL BE DESIGNEC IN ACCCRDANCE - -vVIIh I t tf T P : A!JC THE 8C ALL C :)NJNECTIONS PER 18C TA3LE 231:4 9 1 RO F IAPFNiA ;NSTA.1 WNiR1UM '.2 °U?X (32.'16t GR 7i1F G`SE! -; O- AT!i!NG <VA!L AL- SJPPCR -ED ECSES AND BCUhGZAIES `."1' - •H Ed AT F' O r. ANC INTERI0'p SUPPORTS Api, m E: A 12 O C. 6L'X NC-7 RE -J FLOOR DIAPHRAGM INSTALL MZN VILM 23. T•8G STURD - -F (24oc: S ►AT1 IN;i GLL:E ANC NL1 L ALL S UPMORTED EDGES AND B0JNDARaES bi 'M 10c AT 3'C C : AND IWER!^R SOPP;)RTS %"oITH 10d AT '2• C C BLOCKING NO REOUIREC' OSCELLAMEOUIS TFi 'Ok SAA L UER!FY O UENS:ONS A4U OGND'T:C1N5 aT .:OB SITE Sfu4 L �;OVIDIE T.VFCiftArtY" 6R>~C`•hG 4S kEJI;FRFC• LlTNII A.t �`FRM,'►Ni:T`T CCNNIEC''ONS tiNC� �'F ~ENirvvS I-AVE BFFN INSTAL -FC DO NCT SCALE DRAVj1%4GS 'RE•F 'ZECA "LD ;T(�ft,1S 'C 3c Hs��iDLEC AI.G \S`Al < < `ICY R 'I- NJFAC, 7 JRER 1 R ',0&•1L1ENO iF; N5 t, I i- r -Cie :T" S - rk(. = 1`-- S M _^.= -: SCE:•' 0% r ..i� Two► ..- �..•�, - .A .w... kb I q 1 1 'sl `1 1 �\ RUM 4 ASW. -AT ES PS wwAwwwlL.L s MKDOWN NOTES W N O -- 1 *—It-'* L ,r d . n%j II1 D.rr m ✓ny(.rlw, • I.' - % 1zo L rla fu Il rIJ.41 /. •IIf t'U't1 r'. rttta•, .1n, a'»t.f f' Wt t `1140PWI k, AKV .w .'Q-•(l (_} 011411"1 L.n;K le 41 ^e e5 vr.If* 2 I,.. • <: r •.a .u,_• •De ono seem as S'WY'+rj l ` 1 ".f b..)4 3) Ra r I/ /t r m rr A:ar. N! (».t, 11 TnrtodeJ rc i anc . o..;re• n re.�u•••rt (a) '.wrir('n cars I-it /. rdml: '24-0 1 4E - A3'.' 114 -J 152 '30 ac *R 1 1•iF' R_': } InvadH1t j1 si.L,,ameseha15 A`5bat r_ K nn. ...St I,.. ►Ol.n rJ,gc 1^. ,,,;, T,I.Y!w j „M 2A !1'.l a! ,V . u,. II . V, ..r Spec ltr-C ''(.N.II I, .5 aa� If nrl ; •i I.' .11 . AY h 5S' . r ,,, I: " LTF5 (. I�SG .!I aJl/atdc.'L•L I,. .r;•, (T) 1.1rrnam .tA x QDI !. 51 ✓G rrn -t M �Zr'fiJ (j u _ ,l Wun ng Pin.! tl' yr/i (I) 'kr hr r00% Miss I-• s da.- 0w1 vrA. rim.) ahy! toe a rt,n.rn rm •,1 rvo ; bn” ..of >c a-.1h •N r. W >. DWI nn1 mroo th &n 1 2 v re*S Iras. v.w, i .. t,alrrvtvle Iton da.t' urW of the pore r a r w t, n r. 0=41 N I HOLDOWN SCHEDULE atEOtas3t•c. A lf � v's ; 040 �.1 /.it•• I •. Nrh '. -'. - N• •' , r -1 - %V k' k 1 �IKA• .1AV IN T -1 T,DI- L'24F. 1jH¢ 4ri 17.: UA I T _ P" 4, ;,,tie 1'r sEF ..' sST9: Q MARK St'Z IYI; .F't;"1,t•ItraIS# I �J ROOF TO7 .AD C cs- - I '. (� la �M S IliflS h' 17'u - ALL ED (ES BLXkFJ R0.5F P AT. . FL 00 Tom, Tfj'• ^ AT[ J - _ ✓ U N ,: BE'OMN �:, ray +:rnr• -acs as, � . l wa 's (S ) d `•,L r1' '(b) ,' • ?' < 3 YIA t "R ; '(9) O (A` H W (a. 13 .::, . '2' f: 1 d H ' . A," 74 N Lu CL �14 o 'oU dT "'o.- A . \4 tr ... 5•t'Uc AH . tv SYi -J 16 USdF?nU 3M r.'(7; el h L'. 11 _,'v►7r i1.� 4'a': ar' i SHEARWALL SCHEDULE 0&,R.E-EP a AS - ,.lES l n_ L' it- I I _ c� .ii MARK St'Z IYI; .F't;"1,t•ItraIS# I �J ROOF TO7 .AD C cs- - I '. (� la �M S IliflS h' 17'u - ALL ED (ES BLXkFJ R0.5F P AT. . FL 00 Tom, Tfj'• ^ AT[ J - _ ✓ U N ,: BE'OMN �:, ray +:rnr• -acs as, � . l wa 's (S ) d `•,L r1' '(b) ,' • ?' < 3 YIA t "R ; '(9) O (A` H W (a. 13 .::, . '2' f: 1 d H ' . A," 74 N Lu CL �14 o 'oU dT "'o.- A . \4 tr ... 5•t'Uc AH . tv SYi -J 16 USdF?nU 3M r.'(7; el h L'. 11 _,'v►7r i1.� 4'a': ar' i ;Ot`2P1XABa }y 12'vL. M . & ASSOCIATES, PS ;:I S••w: h.I al= QY Mrr Sh :5 I I�rl I I �I��III.III.�� Genera) §tnutulra Notes - Un*ss Noted Otherwise GENERAL ALL CONSTRUCTION SHAL.:•0NF3RI.1 7C THE INTERNATIQ(tAL SUI�.D:NG CODE 08Z; 2033 EDITION ' 4n OTHER GDVERNING CODE AS REQU RED 3v LC::.:_ - 'URISOICT ON IDESIGN LOADS SE: F E NU!NE E P! NG i'ACKE I F C; U;' S1 aN L GADS R PECTION NC SPECIAL !NS"'E-'_TICNS r+RE REOUIRED NCTIF-Y 9U;LCING CFF-APTME%, T r-OR IN <PFCT;ONS REC)JIR_D by LOCAL- JRISD:('f ON fQQNDATIQNS EX. UNC F OC:T'NG iG LJNDIST;:Rt3ED S01 '.. VF 20W PSF HARING CAPACITY BOT70*1 OF t-X'L P!f'r!' F (K)LING SI•AI.t :Tc 1 MIN WM EELOW CIASIDE FINISHED GRADE A COMPACTED FILL SMOL;LD CONS ST CF PREDOMINA I F-LY \e IFLL (',r4AOt t; '_;PAN:J Are ;UrL. FREE OF ORGaN:C 'TRIAL AND DEBRIS FILL Si -OULU BE PLAID - cL; !N M-AXIA!UU 8 LUJ ;L Li t;; AND ( ;0W AC T : A MINI`! IVI OF 9S PERCLhT :1F TF* MAXIMUM -DENVSI — �r AT OPTIMUM MOISTURE CONTENT DE TEA yIIN =C) Fly AS! M'1 -'.557 TE$T PROCEDURES CONCRETE f. = [") PSI MINIMLM 5 SACKS OF CEMENT PER CJB;C YARD OF CONCRETE AND A MAXIMURd OF 3 GAL: ONS OF WATER P 94 LB SA-"K OF CEMENT MAXIMUM SL;iMP 'S 4 S=GREf✓.4 OF IA�.1 • "2 AL S T^ 3E PR: VE N — EJ BjINFORCING ST NS KARS ANG : AP' ;I R S, IAI : RE GRADE 50 DEFORMED 9ARS. AND t3 AND 1741 3APS S�tA_L BE GRADE 4C IN ACCORDANCE '.V T►( ASTM A-6 t AP SPACES 32 EIAR DIAMETERS '.VELJEU 'r.:HE F ABRK: SHALL CONFORM TO ASTM A -185 AND SKAL_ BE EX6 - '1.r t 4 X Yd' 4 ; AP t)NE i tJ!. L VES +t A T SPICES TIMBER FRAYING SHALL MEET THE =C 'AIN�MUM STANG:'aRDS 6EAMS ANa POSTS lox AND GREATERI CF -U}2 JG1S TS ' S 'U06 .2x_; F f-*2 j S i;J GL1 ,,E LAM NATLU E*P%MS 1 1 3-6) 24F -V4 t24F -'V8 A- CANTI : -r, EF?C'I 21 TIWER SHAD 3F KILN JRILD GRADES SHALL CONFORM TO "lA•1F: GRA n!NG RULES FOR 'AcSTFH�r ! L ?.tf �? LATEST =D TICN ROOF TRJSSES SHALL BE DESIGNEC IN ACCCRDANCE WIin 1K T u i ANC THE 6C ALL CDA4NECTICNS PER IEC TA ILE 23).45 1 ROOF QKA4RAIGY +N_S1A_t w1r:IrjtUv1 • -2 [1X :>! rrd_50D {32.'161 CR 7' 15• CIS5 SHtA)NlTCL, NA :L AL: SJPP\;RTED EUGES AND BCUNC4RIES': - 4 Sd AT 6 - 10 C A 4D INTERIOR I SUPPORTS AO TM 80 AT '2 Q C.. 6LOCKWG; NCT RE JJIREC- FLOOR DIAPHRAGM INSTALL MIM%ILU 23!32` T&G STUR&1 -FL0QR (24ec: SH!=ATkihv GLEE ANC NA 'L ZLL SUP =ORTED EDGES AND BQ),W)AR-If S Y. `H 10c AT 6'C r_: AND IWER C-R SI:PPCRTS WTH lOd AT !i C BLXKI NOT REOUIRE0. YISCEL.LANEOIlS T:iE ':C�''RACTLR S�4A_L �rERlF'Y C7.Rr{ENS:O!uS .ATVLI CCNJ'T vtiS >aT J'� ;lTE ! •+= COh " �2Ar; ?c_•P SHALL a-iaVIDE TEWOFARY 6RACING AS R =3t IkFC• L)K! i! Al L PFRMANENT CU \NEC7 AINO j'-F - - EN!MC:S F-AVE BEEN INSTAL. -FC "_ NCT SCALE DRAVJIVGS L RE - FASR(CA-ED `TEMS TC BE HAA* L Arai: :I%S`AI i i ? If MANJFAt; I JRER t� Rt - ;xr11►1t NtV TV_ ;N. j r CP co v 1 7. iLA : nom u u 9 f.� u 19 0 0 w V V w SYMBOLS do LEGEND F- \ UPPER FLOO SHEAR WALLS salt we-V Y � � - > �-- 5wE dR .A... l n_ I I c� .ii I �J C I� c V) CL �I O T U i t • w ch N Lu CL �14 o WI Y CD � J 0 C LL h-- m m 0 U 0; I o V) I I Z_ G \ 0 I r CP co v 1 7. iLA : nom u u 9 f.� u 19 0 0 w V V w SYMBOLS do LEGEND F- \ UPPER FLOO SHEAR WALLS salt we-V Y � � - > �-- 5wE dR .A... If l n_ I I c� .ii I �J C I� V) CL �I O T U i t • w ch N Lu CL �14 o WI Y CD � J 0 C LL h-- m m 0 U 0; I o V) I I Z_ G 0 I If n_ w c� .ii �J C I� V) CL O T U • w ch N Lu CL �14 o Y CD 0 C LL h-- a 0 U o V) Z_ G 0 If c� 4 PAS I� xe "a .somn srwRmJc X S3 II ♦ b 40 I a i , i 1 , , r 4 t t 1 S i 1 I 9 1 1 1 l i i I i i v i s n r m i ;o U) m 0 U) z rn D D r r C av �- O O z � �-4 O� - U G) ic z n m^ `.. Z 0() Q n m °_ (n y bu z — MAX. HEIGHT °■ WIDTH X 3.5 =MAX. HT. �v� D � v �::�* __ * 0 ;u ZZC�iv I> ° m mcn ��m� v� � z r. w N 00 --� 0 m o cn m 0 @ ;u --q °= m m O >9 D* o M r - 1 -- 4zwX >Co o> ,., r a t't1 F Z > " v `v > o z -� m r = __ > c - QOrn��C� m c O v C7 D D w D C7 F N x r = mU' tn G) p -•{ O C 1' f�Tl 1 1 x'11 z o n m . �, rf► "r av �- O O z � �-4 O� - U G) ic z n m^ `.. Z 0() Q n m °_ (n y bu z — MAX. HEIGHT °■ WIDTH X 3.5 =MAX. HT. �v� D � v �::�* __ * 0 ;u ZZC�iv I> ° m mcn ��m� v� � z r. w N 00 --� 0 m o cn m 0 @ ;u --q °= m m O >9 D* o M r - 1 -- 4zwX >Co o> ,., r a t't1 F Z > " v `v > o z -� m r = __ > c - QOrn��C� m c O v C7 D D w D C7 F N x r = mU' tn G) p @ C) O C =0 0 z o n m N x 0 T T D m v= = z r� t1-1 NOTE: ALL INFORJ" 1ATION ON TWi$ S "EET 'cj STANDARD SHEAR DETAILS NOT NECESSAR'' Y INCORPORATED INTO PRCJEGT. COORDINATE ,LIT+ PLANS. U1 ,4, r+ KAPPLER tuil yoga• cmpato &M ratawce 7 1 j1 ST j6th Street. Se& vue, W-A 98007 (425) 841 -5320 74X (425) 64 1 5318 (STANDARD DETAIL SHEET( NO I F: I 1 11S IS A S I ANDARD DF. I All_S SHFE1 PRFPAIRED FOR SINGLE FAMILY HOUSEING I YPI V NON(ZA I [ D CONS I RUC 1 T HFSL DF I AILS HAVE BEE PREPARED TO COVER U NI HAI CONS I RUC ION CONDITIONS NOT ALL DE= TAILS ON THIS SHEET WITH DETAIL A! ZI NI Cl 'SSAI III Y INCO iI)ORA l I D INl O I HIS SPFC!FIC PROJECT COORDINATE 1101f1il 18 ON Pl ANS TI Ilr DRAWING IS C C; rYRIGI 170 AND IS TI IF EXCLUSIVE PROPERTY OF THE ARCHITECT � r File: 10 D05 -0156 35mm Drawing #1 -2 PF , .� 0 5 LL 0 f 0 0 N M 0 0 cp 0 CD 0 ID Cl) 0 0 0 Co co Y Y HEATING SYSTEM SIZING TOTAL SF OF HOME 2360 SF DESIGN HEAT LOAD FACTOR �Q Bt unG -ftZ DESIGN HEAT LOAD 47200 Btu WVAC DESIGN LOADS C ALCUL A TED PER WASNNGTCN SMSMENEMY PT E APPROACH FOR CLIMATE ZCNEMNA. 1 TOTAL SF OF HOME 2360 SF TOTAL SF OF GLAZING 483 SF TOTAL x OF GLAZING 20.5 % OA IS CALCULATED USING TWIN! REQUIREMENTS SET FORTH N THE WASWWINGTION SPATE ENERGY CODE. COMPLIANCE WITH CHAPTER 4, PRESCRIPTIVE APPROACH, OPTION 3 FOR CLIMATE ZCNE I - URO. I�I���I L �I�NiTill�l;l j r , Inch 1 /18 � � rn2�� �ii�� �,t U�ee1�) L o•xf���(rr�,�,i 5L ti6 E6 Z6 LI I I I I I I I I I I_LIJ.I L�.I I I I I I I I I (I I I L�_LI I I LI LI L111_I_ _I I I I_IJ I I LI LI II I _I IIIIII l.l.IILIJ.ILI�LLI( by BOLS AND LEGEND ® PAN- DIRT =CT VENT TO OUTSIDE .BATHIROCtgs/1 AU4DRY CFM MIN. - KITCHEN IDO FPM MIN MECHANICAL, P'LU BIND, AND ELECTRICAL SYSTEM FOR UNIT& PER DIV. 15,16 SEE SWEET At -WHOLE HOUSE PAN 100 CFM MIN, VT08 ao ® WHOI -E HOUSE EXHAUST PAN TO A 2 4 HOUR TAlR - IWB CPM MIN, VTOS CONNECTED a ODE T' DIAMETER FRESH AIR INTAKE PROM If THERMOSTAT • 50' ABOVE FLOOR WI MOTORIZED IDAMPERS,AT FURNACE O IIOv SMOKE DETECTOR PER 11tC B. W PROVIDE THERMAL EXPANSION TANS AT WATER WITH BATTERY BACKUP MTER00"CTEp C. STRAP WATER HEATEI¢ TO FRAMING AT TOP AND 14 Trr-mR 10 04OLE HOUSE PAN BOTTOM. PER IRO- SECTION 13019. D- PROVIDE PRESSURE RELIEF LINE 5 6 1 9 .1- ItI�IJlIIIII L( II�II�I1I�IIII�IrI 'IIIIII II�IIIII� wo IIII�IIIII GENERAL PLAN NOTES 1. SEE SHEET A -t FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR C IAILITY IIORMATION SEE DIV. M SHEET A -1 3. SEE BUILDING ELEVATION FOR IUNDOW OPERATION SEE DIV. 5 SWEET A -1 4, SEE TYP- MATERIALS LIST ON SECTION SWEET S. SEE SWEET A -1 FOR ALL NOTES AN FL0" PL%TPKpM . NOTES P.I APPLY (ILAYER YEOF IV W.B. TO GARAGE CEILING UNDER ATTIC AC AND TO ALL BEAMS AND APPLY (U LAYER OF %' TOT FL O O R-C E I L ING &W TO �Y. CEILIN MEN UNDER HABITABLE ROOMS. DUCTS TwpioUGW HOUSE WAV�INM I M 26 GMk�3E STEEL PER¢ IRC. SECTION 830011 SEE DIV. 010026.A. SHEET A -L F P- - 2 - 1 Hi' MIN. SOLID WOOD CORE, HONEYCOMB CORE STEEL, OR 20 -MINUTE FIRE RATED DOOR SEE DIV. ChMAJ6. SHEET A -1 P -3 STAIR ASSEMBLY NOTES, PER I.R.C. SECTION R3IIB AND DETAIL I=. A- HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MU DEPTH AND MIN. WIDTH OF 36' ABOVE HANDRAIL WEIGHT, RISERS r4' MAX HT, TREAD NOSING TO BE MINIMUM 3/4' AND A MAX"" I I/4' ON STAIRS WITH SOLID RISERS. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HMWDR.AIL TYPE I CIRCULAR TO HAVE I'V MRL TO 2' MAX CROSS SECTION DIMENS AND I I/2' MIN. CLEAR FROM WALL, STRONG ENOUS14 TO RES IA 00 Pq+p POINT LOAD N ANY DIRECTION PER IRO. TABLE R301b D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER IRM SECTION R602A. E. COVER USABLE SPACE UNDER STAIR UI/ 4 ' *=- PER IRC- SECTION 881199. R MER'IDIATE BALUSTERS SHALL BE SPACE W/ LESS THAN 4' BETUM BALUSTERS. G. PROVIDE STAIRWAY ILLUMINATION PER IRO. SECTION 11303b. SEE DIV. 010026 SWEET A -L P _4 SAFETY GLAZING PER IR.G, SECTION 1 A WINDOWS WIT14N 1' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRIELLS F. WITHI 36 ' HOR OF WALKING SURFACE, 60' ABOVE WALKING SURFACE. NOS OF TREAD OR SEE DIV. 09800 SHEET A -1 p_5 EGRESS WINDOW PER I.R.C., SECTION P310 SEE DIV - 08600 SWEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN P " GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. B SWEET A -1 p_ COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON-ABSORBENT MATERIAL TO 12' ABOVE DRAIN INLETS, PER IRO. SECTION 3019. SEE DIV. 04250 SHEET A -1 p_ (2J LAYERS OF FLOOR SHEATHING OVER FRAMING. Y+i' MAX. RISER WITH W0' MRL RUN, IF MORE THAN P -9 (3) RISERS, HANDRAIL REQUIRED PER I.R.C. SECTION R31L5,6. SEE DIV. 01002.1 SHEET A -1 1'x24- CRAW. SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002) SHEET A -1 P - II 22'x30- ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE OM OW022 SWEET A -t p.D FLOOR MATERIAL BREAK LINE p.13 WALL LINE ABOVE p -14 WALL LINE BELOW — p - IF FIREPLACE ASSEMBLY NOTES, A DIRECT VENT FIREPLACES, INSTALL PER MFG, SPECIFICATIONS, SHALL CONFORM TO IR.C. REGU!IR19 S. SWEE SEE DIV. VIMA • B. ZERO CLEARANCE FIREPLACES SHALL CONFORM O IXJM REQUIREMENTS, GEE C. WEA D H SHW 2aC0 SWEET To IR,C. REQUIREMENTS. SEE DIV. VIMA AND 9 SWEET A -1 D. FIREBLOOC OPENINGS AROUND PENETRATIONS AT EACW FLOOR PER LRG SECTION RI00313. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS P.M 3' DIAMMR STEEL POST p _ 1 36' GUARDRAIL PER IR.G SECTION R3I2 A AT STAIRS SLOPES AT 34' ABOVE STAIR NOSINGS. P 19 VENT FOR MECHANICAL I- CLEARANCE ALL SIDES PER IR.C. SECTION RI00S3. SEE DIV. IS SHEET A -1 P -20 PLANT SHELF P -21 UPPER AND LOWER LINEN CABINETS P -22 SOFFIT AREA P -23 INTEGRATED MAKE UP AIR IP-24 2x1 STUDS W/ R -21 INSULATION MIL S UARE FOOTAGE MAIN FLOOR 1223 SF UPPER FLOOR 1137 SF TO TAL 2360 SF GARAGE 612 SF DECK / PATIO 176 SF SCLL4RE FOOTAGE IS MEASURED TO THE CODUTSISITDEE FACE OF WALLS STAIRS ARE TO ,O ONCE ACES A N N CULATIONS. OPEN NOT I M CALCULATIONS. E ARE w a W w f�4 U `J h MCI 0 z a a 9 iQ I4 a Q SQ C7 z i A3 I MAIN FLOOR PLAN Seal. 14,00 F F I • c 0 m 0 11 UJ co 0 6b 0 O N P 0 0 cD C) 0 M o 0 0 N cc Y L III�IIII�III�IIIIIIIIIII I(I ��� ICI �tlxxl�l. l�l I�III�I �. Inch 1/16 ® PAN- DIRECT VENT TO OUTSIDE - I 3 ATR%0OM6/LAINDRY SO CPM MIN. - KITCHEN IOO CFM MIN. -WHOLE HOUSE PAN 100 CPM MIN., VrOS ® WHOLE 24 WOUSE HOUR TI ER R ? CFM MI V CfI THERMOSTAT w 80' ABOVE FLOOR O' 110V SMOKE DETECTOR PER I.RC, WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE PAN S Y6TEM FOR W TI PER DIV- IS,16 SEE SHEET Al WN [ DEE I' DIAMETER PREEN OUTSIDE TO RETURN AIR ME" ATpI1�R•IACE B. WI P'ROVIDE THERMAL EXPANSION TAW AT WATER NEATER O. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM, PER LRC SECTION 13072, D. PROVIDE PRESSURE RELIEF LINE s - lx... GENERAL PLAN R IES I. SEE SHEET A -1 FOR ALL GENERAL NOTES AND REQUIREMENTS, 2• ENERGY AND AIR OUAILITY INFORMATION SEE DIV- M SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. S SHEET A -1 4. SEE TYR MATERIALS LIST ON SECTION SHEET S. SEE SHEET A -1 FOR ALL NOTES AND FLMR N!" E" AW NOTES APPLY (1)L YE Or IV 0W.B. TO UNDER ATTIC SPACES AND TO ALL 19EA�MS AM POTS SUI°PORTING A PLOOR- CEILING ASSEMBLY. APPLY (U LAYER OF %* TYPE 'X' GLIa. TO GARAGE CEILING WHEN UNDER HABITABLE ROOM&. DUCTS THROUGH WALL OR CEILING CCMMON TO HOUSE SHALL HAVE MINIMUM 26 GAUGE STEEL PER IRC• SECTION R3OU SEE DIV. 01002.6A SHEET A -1. p_ %' MIN, SOLID WOOD CORE, HONEYCOMB CORE STEEL, OR 20 -MINUTE PIPE RATED DOOR SEE DIV. 01002.6.5. SHEET A -1 p_ STAIR ASSEMBLY NOTES, PER I.R.C. SECTION 8311.8 AND DETAIL 12102. B. TREADS MN. DEPTH AND M K WIDTH OF 36' ABOVE HAN DRAIL HEK,HT RIS ERS Y4' MAX HT. TO 15E MINIMUM 3/4, AND A MAXIMUM OF111/4' CN STAIRS WIT14 SOLID RISERS. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING, HANDRAIL TYPE I CIRMLAR TO HAVE Iti' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 11,2* MIN. CLEAR PROM WALL, RETUR RAIL ENDS, HANDRAILS SH B E ENOUMN TO RE O AD IRECTIOM IXr_ TABLE R30U5 D. INSTALL FIRE BLOCKING BETWEEN STRNaERS AT THE TOP AND BOTTOM OF EACH RUN PER IAa SECTION R602e. E. COVER U SAB L E SP ACE UNDER STAIR W/ P. NTERIEDIATEIBALUSTERS SHALL Be SPACED G. PROVIDE 8�1 II �ON PER U RC. SECTION 8303.6. V SEE DIV. 01002.6 SWEET A -L F Go p_ SAFETY GLAZING PER I,R.C, SECTION 8308 A. WINDOWS WITHIN 18' OF FLOOR V B. WIND WITHIN A 24' ARC of pooRS r - WINDOWS D. GLAZING IN pooR9 SHOWER E. WITHN STAIRWELLS P F. WITHI 36 ' HOR OP WALKING SURFACE, 60' ABOVE WALKING SURFACE. NOSE OF TREAD OR Q SEE DIV - 08800 SHEET A -1 O EGRESS WINDOW PER I P - SEE DIV - 08600 � 8310 GAA PIRED APPLIANCES IN IGNITERS GARAGE TO BE IS MIN A50VE TOP OF BLAB. SEE DIV. 15 SWEET A -1 WE P -� COVER WALL ADJACENT TO TUBS AND SHOWERS RS NON - ABSORBENT MATERAL TO 7 ABOVE DRAIN INLETS, PER LOM SECTION 3012. SEE DIV - OWS0 SHEET A -1 p -S (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 'P4' MAX RISER WITH 10' MIR RUN, IF MORE T � P " (3) RISERS. HANDRAIL RE67UIRED PER IJFG. HAN SECTION R31L6 .6. SEE DIV- 01002.7 SWEET A -1 p -D 16'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER 67RIP. SEE DIV. 01002.1 SHEET A -1 P -ll 22'x30' ATTIC SPACE ACCESS UV 30' HEAD CLEARANCE. M6ULATE AND WEATHER 8T8P. SEE DIV- 010022 SHEET A -1 F P-12 FLOOR MATERIAL BREAK LINE P -13 WALL LINE ABOVE P -14 WALL LINE BELOW P -15 FIREPLACE ASSEMBLY NOTES, A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO LIFO, a REQUIREMENTS. SEE DIV- 01002.8 SHEET A -1 B. MW CLEARANCE FIREPLACES &HALL CONFORM TO IPP- REMIREMENTS. SEE DIV- 01002.8 SHEET A -1 C• HEARTH SHALL CONFORM To I.RC. REGUIIEMENTS. SEE DIV- OWMA AND S SHEET A -1 D. FIREBLOCK OPENING8 AROUND PENETRATIONS AT EACH FLOOR PER IAA SECTION 8003.13, P -16 SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS P -h 3 ' DIAMETER STEEL POST P -18 36' GUARDRAIL PER IJFC. SECTION 8312 A AT STAIRS SLOPE& Al 34' ABOVE STAIR NOBINGS. P -19 S' VAT FaR MECHANICAL I' CLEARANCE ALL SIDES PER I.RC. SECTION 80053. SEE DIV. 15 SHEET A -1 P -20 PLANT SHELF P-21 UPPER AND LOWER LINEN CABINETS P -22 SOFFIT AREA P -23 INTEGRATED MAKE UP AIR P -24 2 X 6 STUDS W/ R -21 INSULATION MIN W C� A a A 1�1 r� a H 0 �t! AS UPPER FLOOR PLAN Suw V4' -r.F