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HomeMy WebLinkAboutPermit D05-262 - JUNCTION WEST - LOT 1JUNCTION WEST -LOT 1 5408 S 149 LN D05 -262 Q• iI' QQ� D; J U? 'U 0 U D' WI JH, W}} = pi I-W. ?� :Z�-: w oN. :o : U W� � u.rei Z' W U N' H � :0 N �iso8 Parcel No.: 7661600206 Address: 5408 S 149 LN TUKW Suite No: Tenant: Name: JUNCTION WEST - LOT 1 Address: 5408 S 149 LN, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON WA Contact Person: N Name: DON TRYON Address: 8210 154 AV SE, NEWCASTLE WA Contractor: N Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCLO13DH Phone: Steven M. Mullet, Mayor Steve Lancaster, Directa- DOS -262 09/30/2005 03/29/2006 Phone: 206 - 355 -8909 __Phone: 425 - 255 -6518 Expiration Date: 02 /11/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,022 SQ FT SINGLE FAMILY RESIDENCE, 406 SQ FT ATTACHED GARAGE AND 70 SQ FT COVERE DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. THIS LOT HAS AN EXISTING WATER METER. Value of Construction: $186,958.30 Type of Fire Protection: NONE Type of Construction: VB Fees Collected: $3,319.00 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N r^- City 6. Tukwila Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us 50 c.y. Size (Inches): 0 End Time: Fill 10 c.y. End Time: Public: Non - Profit: N Z �w D 00 Co D. w= J F., N � w U_ ac U) d =w t _ Z 3 - 1— O wH w U O - D H w w: tL O. .Z ed U= O Z doc: IBC - Permit D05 -262 Printed: 09 -30 -2005 ILA, .. •� 1 Cit G y JL Tukwila Steven M. Mullet, Mayor o y Ue partittei tt of :ity Developmeitt O 6300 Southcenter Boulevard, Suite #100 N2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 rR " ••wy,NM•" Fax: 206 - 431 -3665 1908 Web site: ci.tukwila.wa.us Water Main Extension: N Private: Water Meter: N * *continued on next page ** Public: Steve Lancaster, Director doc IBC- Permit D05 -262 Printed: 09 -30 -2005 r City o . Tukwila S teven M. Mullet, Mayor o ff' s2 Department of Conuncrnity Development Steve Lancaster, Director - 6300 Southcenter Boulevard, Suite #100 N2 Tukwila, Washington 98188 ti Phone: 206 -431 -3670 4 � 1908 908 �.s Fax: 206 - 431 -3665 Web site: ci.tukwila.wams Permit Number DOS -262 Issue Date: 09/30/2005 j Permit Expires On: 03/29/2006 i Permit Center Authorized Signature: Date: f ( I hereby certify that I have read and milt 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 I regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: A This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Q �W W D` U O. 0 UJ C/) u.. w O. Q' CO) =W ~ T Z �.- F- O Z f-. W Uj �o L CO. CO. W UJ U- O. w Z. U =, O Z doc: IBC- Permit D05 -262 Printed: 09 -30 -2005 � Wks ..•-., ,,.... City of Tukwila 19C0 Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7661600206 Permit Number: DOS -262 Address: 5408 S 149 LN TUKW Status: ISSUED Suite No: Applied Date: 07/19/2005 Tenant: JUNCTION WEST - LOT 1 Issue Date: 09/30/2005 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 -262 Printed: 09 -30 -2005 1� .ri �. 7a . �.. .i ,�., w1. .. .+< Y. uaL" vr. ��Sjra: SS,. i:. K��.* N.: a".. ial. ti::. t. c4i ,+ali';rt:i3;= +.�, s. �1+ 8��:..• ehil w. s itiryr.. L..: �C. �.(" y,, w;: cn. 5�.` �: u�iaS�: t4�a�i. i' 1tiaY; �f Xfl4 i�.' �1ei:$� +�t�.lix�i:ti.S�ia }t. �itir.:w.t�'YSil�:.':i7ir:.�i :S:xf+L•:i }« 6� .'+. �u.s.li .:.: }•: Z Z � D 00 CO 0 CO Lu J = H CO) LL w �_J LL Q cl) a =w �-- _ Zf_ F O R U� ON D I— wW UO .. Z W U CO) O F " Z ��- 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 Z 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 Public Health - Seattle and King County (206/296- 4932). v UO 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department w of Labor and Industries (206/248 - 6630). u� 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, CO u_ w O any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the U. D Building Official from requiring the correction of errors in the construction documents and other data. = d �w Z 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Z 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and UJI completion of work at least 24 hours in advance. v o co 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be o underground. = v 22: Any material spilled onto any street shall be cleaned up immediately. z v co 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 quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference O H in permit fee prior to the Final Inspection. Z 24: From October 1 through April 30, cover any slopes and stockpiles that are 3H:iV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 26: 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: The driveway for this Lot #1 shall be less than 15% slope and provide a smooth transition, between new garage and Tract 'A' (S. 149th Lane). Coordinate with Public Works Utilities Inspector. 28: ** *PLANNING DEPARTMENT CONDITIONS * ** 29: The applicant shall install tree protection fences around all trees on the site. The tree protection fences shall be placed a foot away from every inch the caliper of the tree being protected. * *continued on next page ** doc: Conditions D05 -262 Printed: 09 -30 -2005 Cit of Tukwila reoe Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 - 3670 i I .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: _ 1 Date: " 3 �o aJ R �o of i . Print Name: doc: Conditions D05 -262 Printed: 09 -30 -2005 z z Z W W D U O CO) i7 w= J 1- CO L W O Ej rn 4 i s �W Z �. Z W 2� U a ' O �_ O F- W W S —O Z. U =.. ~O H z j 1J� *1LA w CITY OF TUKWILA ,..� r � Community Development jartment 1 N Public Works Department Permit Center 1906 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 i Building Perm ,lo. Mechanical Permit No. M06 Public Works Permit No. Project No. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: - 0- < Site Address: bg l - 1 t Q Suite Number: Floor: Tenant Name: --J U1/1.(t ,LM VV11& - 1,6 1 New Tenant: ❑ .... Yes []..No Property Owners Name: SOO CO/V�'FiO Z- L C' Mailing Address: 6 - Ko -t City State Zip .CONTACT: PERSON Name: I)DN L-1 — r�� Day Telephone: F9e g Mailing Address: Xzlo /S4 --, /Q�e .SZ stAP `i -1[Q City State ' Zip E -Mail Address: Fax Nurnber: Z-5 l GENERAL :CONTRACTOR INFORMATION -(Mechanical Contractor information on back page) Company Name: Mailing Address: _ City State Zip Contact Person: _ \,� /r 42 Day Telephone: .2-6`6 5 F19 61 P E -Mail Address: Fax Number: f ZS Z �?(:�"Z Contractor Registration Number: �IZ4%OA)C b-Q Expiration Date: 6 7,!�!ZZ00 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 /t!/�iQ_444 .9��i�/`T�•C' TS Mailing Address: 3// S "- A4 -Z Z Sam 11 t/i�a Gr,a 9 ,Pm) - 7 Contact Person: 497 9 sT'� / °� E -Mail Address: City State Zip Day Telephone: ` 4'125 (6',�el ..5 -gZtV Fax Number: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record I Company Name: Mailing Address Co n e- -5ve X24 Contact Person: J)pr4 E -Mail Address: \permits plus\icc changes \permit application (7.21114) Page l City State Zip Day Telephone: Z�/ Fax Number: ?ZS i ( �t 1 Z ;= Z W QQ2 JU UO CO O W= H 0U. WO u - cl) d F- z F- �O Z �5 U� �_ 0 F- WW F- u O W Z U= O Z .. BUILDING PERMIT INFORMATION - 206 - 431 -3670 v Valuation of Project (contractor's bid price: $ /�L?.( °— Existing Ming Valuation: $ 1/ Scope of Work please provide detailed information): 9(G e&rre Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area'of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 2ZE Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "Yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: El.. Sprinklers ❑..Automatic Fire Alarm Q..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Z.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 1 I paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes\permit application (7.2004) Page 2 i _.. T Z -- Z W UO Cl) o CO W J � U) LL WO LLQ co = W Z H ZO W5 UC3 O - C1 t— W HF -O W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor a� 2 Floor 3` d Floor Floors thru Basement Accessory. Structure* Attached GarageO� .Detached Garage Attached Carport Detached Carport Covered Deck *7b t 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): Floor area of principal dwelling: 2ZE Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "Yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: El.. Sprinklers ❑..Automatic Fire Alarm Q..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Z.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 1 I paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes\permit application (7.2004) Page 2 i _.. T Z -- Z W UO Cl) o CO W J � U) LL WO LLQ co = W Z H ZO W5 UC3 O - C1 t— W HF -O W U= O Z .l J 1 1 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179. Scope of Work (please provide detailed i4o ation ): Co 0 ec-+ +0 v1 + S a cry Goa ee v -to to Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila El ... Water District # 125 ❑ .. Highline ❑ . Renton ...Water Availability Provided Sewer District JZ ...Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... 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. S mitted with Application mark boxes which a I : ` Civil Plans (Maximum Paper Size - 22" x 34 ") Technical Information Report (Storm Drainage) Geotechnical Report ❑ ... Traffic Impact Analysis ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ . Right -of -way Use - No Disturbance E] .. Right -of -way Use - Potential Disturbance Construction/Excavation/Fill - Right -of -way Non Right -of -way 3: Total Cut Sb cubic yards Total 10 cubic yards r f ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 4 -"- ❑ ...Frontage Improvements p; ❑ ... traffic Control s.' ;l ..,: ❑ ...Backflow Prevention -Fire Protection _ Irrigation ?' Domestic Water 5 ...P&Mient a4er ❑ ...Temporary Water Meter Size.. 'j ❑ ... Water Only Meter Size............ ❑ ... Sewer Main Extension Public ❑ ... Water Main Extension ............. Public i i t r i V Work in Flood Zone Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line " WO# _ " WO# _ " WO# _ Private Private ❑ .. Grease Interceptor El.. Channelization ❑ Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 9 ... Water R —Sewer ® ...Sewage Treatment Monthly Service Billing to: n �c // Name: �R (O f1i c©pi ce' 1 5 L-C C Day Telephone: 7z� 2 z Y Q 7's� Mailing Address: /30; �v V14 Cr~ City State Zip Water Meter RefundBillinQ: Name: Mailing Address: , ,C705C 14 Day Telephone: --$ Z 2 - Kct c C'�V I City State Zip \permits plusuee changes \permit application (7 -2004) Page 3 Z -Z �W ¢¢ JU UO W� CW WO �dd LL Q to = �W Z F- ZO W U� O- C1 F- WW H FF- LL LI Z L to U= O F- Z MECHANICAL PERMIT INFO IATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Company Name: 45 RT tL) Mailing Address: /ZD Z Z Zt City state Zip Contact Person: JP J?er h S Day Telephone: ? Z5 & 691 E -Mail Address: n Fax Number: Contractor Registration Number: PP_5 `4 / 3: 0 1 1 Expiration D ate: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ dam Scope of Work (please provide detailed information): --ZH 5 C!, i Use: Residential: New .... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric.....❑ Gas....[R Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <IOOK BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >IOOK BTU Evaporator Cooler Diffus ;r 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,00 - BTU 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 - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical I <I0,000 CFM I Equipment PERMIT APPLICATION NOTES - Applicable to all permits in this application ,r .� 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 AUT IZED AGENT: Signature: / iK Date: 7 — , I f —6 1 Print Name: l R Y o 1­ Day Telephone: ? Mailing Address: YZ IO (4 IfVe .5;E I/QWC-4 -�; 44e W5 SY City State Zip Date Application Accepted: Date Application Expires: I St Initials: \permits plus \icc changes permit application (7.2004) Page 4 �4 Z Z �W QQ JU UO W= H CO W WO LLQ to = �W Z F- 1— O Z H W LLJ U� ON 0H W W Hu �O W Z U N P _ O Z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME . i tQV -k LA " V C Dt I PERMIT # loo S' - 76Z 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 - RECFNED Water CtTYOFTUKWILA Sewer 7 J U L 1 9 2005 Storm water S'D Road /Parking /Access h A. Total Improvements PERMIT CENTER 3. Calculate improvement -based fees: Z5 B. 2.5% of first $100,000 of A. (p C. 2.0% of amount over $100,000, r but less than $200,000 of A. D::�,s 1.5% of amount over $200,000 of A. 4. TOTAL PLAN 4EVIEW FEE (B +C +D) $ 40 Z 5 (4) 5. GRADING Plan Review and Permit Fees $_ Enter total excavation volume S�4 cubic yards Enter total fill volume 10 cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 2. 54 Z� 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 D05 -1102 z ;X z �w 2 D JU UO Cl) 0 J S2 w w LL? co)d = w Z �. r- O w ~ w :3 Cl O -. o�- wW F- O w z U (0 E- _ O F- z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6 Permit Issuance /Inspection Fee (B +C +D) (6) 7. Pavement Mitigation Fee $ (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 miti ation fee. �= i Approx. Remaining Pavement Overlay and Years Repair Rate id h QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51- 100 $37.00 101-1,000 $37.00 for 1s` 100 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 1s` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revi 03.18.03 Rev 5.1 03 t Revi .0 , (p er SF of lane wt 20 -15 100% $10.00 15 -10 (75%) $7.50 10 -7 (50%),-- , , $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% ) $1.00 0 -1 $0.00 8. GRADING efiriit Review Fee $ Z- (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. z ��— W � �U 00 CO 0 W� CO W w 0 9 -1 U. c� = a �w F- 0 zi- w U� 0—, o ff w W �U _ LLi co z Approved 09.25.02 2 Revi 03.18.03 Rev 5.1 03 t Revi .0 , (p er SF of lane wt 20 -15 100% $10.00 15 -10 (75%) $7.50 10 -7 (50%),-- , , $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% ) $1.00 0 -1 $0.00 8. GRADING efiriit Review Fee $ Z- (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. z ��— W � �U 00 CO 0 W� CO W w 0 9 -1 U. c� = a �w F- 0 zi- w U� 0—, o ff w W �U _ LLi co z 8. GRADING efiriit Review Fee $ Z- (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. z ��— W � �U 00 CO 0 W� CO W w 0 9 -1 U. c� = a �w F- 0 zi- w U� 0—, o ff w W �U _ LLi co z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9. TO A. B. C. D. E. TAL OTHER PERMITS Water Meter - Deduct ($25) Flood Control Zone-($50) Water Meter - Permanent* Water Meter- Water only* Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) i 10. ADDITIONAL FEES ! A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G Other Fees $ Total A through G $ ' — (10) i . ..DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 29 1. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE i This fee includes two inspection visits per required inspection. Additional inspections (visits) l attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. $ �lG /v5 Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 k .c Z Q i� w' �2 �U UO` ) o W = J F. LL W O a g Ei J U_ Q U)v = W ? z U� 0 F- W LL — Z W U N z 1 City of Tukwila r�os 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 4 1 1 i ! Parcel No.: 7661600206 Address: 5408 S 149 LN TUKW Suite No: Applicant: JUNCTION WEST - LOT 1 i Permit Number: Status: Applied Date: Issue Date: D05 -262 APPROVED 07/19/2005 Receipt No.: R05 -01450 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: 1,869.76 09/30/2005 10:21 AM $0.00 Payee: TRYON CONCEPTS, LLC TRANSACTION LIST: Type Method Description Amount Payment Check 3749 1,869.76 ACCOUNT ITEM LIST: RECEIPT Description Account Code Current Pmts BUILDING - RES 000/322.100 1,835.76 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 6.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,869.76 _ 22 9" 16 TOTAL 1 404 5- 32 � �:.�. 09/�a . r doc: Receipt Printed: 09 -30 -2005 Z W 0 0 W F- u-. W O J LL C0 =W Z F-. H O. Z 1— U� O N: =V .. Z W H= O Z C i t * y of Tukwila i 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7661600206 Address: 5408 S 149 LN TUKW Suite No: Applicant: JUNCTION WEST - LOT 1 Receipt No.: R05 -01045 Initials: BLH User ID: ADMIN Permit Number DOS -262 Status: PENDING Applied Date: 07/19/2005 Issue Date: Payment Amount: 1 Payment Date: 07/19/2005 10:11 AM Balance: $1,869.76 i Payee: TRYON CONCEPTS LLC i TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3699 1,449.24 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ----- - - - - -- ! PLAN CHECK - RES 000/345.830 1,193.24 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 6.00 Total: 1,449.24 S '~ W JU UO U 0 CIS LLI CO) L W O �Q co S �W z = H Z 25 U� O Cl) D h-, WW —O .. z W U CT O Z doc: Receipt Printed: 07 -19 -2005 7 t .; INSPECTION RECORD t Retain a copy with permit Ov '. INSPECTION N0. PERM T- 0. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins tor: Date: Z. -- CJ /�/I�s r $' $58.00 REINSPECTI FEE REQUIRED. or to inspection, fee must be /paid at 6300 Southcen'ter Blvd., Suite 10 . Call to sechedule reinspection. — [ ceipt No.: Date: Projec • Type of I Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Z iF— Z Q W 0 to 0 W= J F— CO LL, W O. � LL N d = W Z F- 0 Z F— W U� O N o F-. W UJ H� W Z U N. Z INSPECTION RECORD i Retain a copy with permita���� INSPECTION NO. PERMI N0. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -36 r ' Projec �rT �JW L - J e - s Type of Inspection: (- 67 Afire ;s:� • /C Date Called: Special Instructions: Date Wa as Requester: Phone No: `I i i Approved per applicable codes. O Corrections required prior to approval. COMMENTS: i. 1 i f . 1 1 I nspecto Date: - . r r f p$. 00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z QW IM. JU 0 � 0 W = J LL W O co d = W Z� 1--0 W �5 U� O N; o F-. WW 2 U. — Z Lll U =� O Z Project: I n ff?In (A/P� - Type of Insp 0`4o� Q Address: ` oo - lye ft k ill Date Called: Special Instructions: Date Wanted: a,rn. P. Requester ' Phone No: ?o6 - COMMENTS: "WA� .L Ile- C, fps (7 z Z �W QQ� JU UO CO U) LLI J = E- N I1 WO 2� 9Q co a =W Wo �5 U� N OH WW Lo ..z W U= O z 't T Lei z���'�`� %:�rr� •.(��"fi V *�',"' :.�: a� tt3�Y s. .. 4 ] 1 i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ,I e � f� Projec r Type of Inspection: Address:� � Date Called: Special Instructions: 40 J Date Wanted: --- _ a P.M. Requester: Phone No _ c (97_�o Approved per applicable codes. Corrections required prior to approval. OM ENTS: R I+ •l. Inspector: Date: . F $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z H if- W 00 N W W. J � �LL WO 9 _ LL ? � d W H Z� z0 5 U O N` 0 H W U_ Z 0 N. P _ O Z INSPECTION RECORD Retain a copy with permit INSPE ION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 i Proje Type of Inspection: Address: Date Called: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: -�'J I L" ; L-IIJ fi (G7 n $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z Z Q�Q W JU UO ND C0 UJI, WO 9-1 LL to ::) = �W Z ��.. H O W ~ W U� O N WW LL O. Iil Z Cl) O Z Special Instr ctio�s: r Date W ted Requester, j� 3 V —/ Phone No: COMMENTS: Inspector: Date: -�'J I L" ; L-IIJ fi (G7 n $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z Z Q�Q W JU UO ND C0 UJI, WO 9-1 LL to ::) = �W Z ��.. H O W ~ W U� O N WW LL O. Iil Z Cl) O Z � �t�`x.F` ^3��� *��f}� 7} t t ;h��5} xrr3 n ��`�t �4 i �_��� Y -: S �..— -.... _ .._� .... , `..+ � � , INSPECTION RECORD J i Retain a copy with permit" INSPECTION NO. P N CITY OF TUKWILA BUILDING DIVISION l y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 f Y paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 1 Receipt No.: Date: 3 Proje ✓ t Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: or i Z �Z '~ W W� J U Uo V) Lij J 7: �L W O LQ tr = �W 2 Z� 11-0 W t- �o U O N 0 H. W U- 0 z W L) O Z .. INSPECTION RECORD Ef Retain a copy wish permit 2k INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 P ' t Type of Inspection' S A dress: L Date Called: Speci I Instructions: W / Date Want e a.m. m Requester: Phone No: Receipt No.: Date: Z dd 2Z �W = _3 L) UO � 0 W= J H LD u_ W O. J U? N = W H I— O Z H- W UJ U� O N. O H- WW H H lL O Z ' U C0 H M O Z L--' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 4 INSPECTION RECORD INSPECT ON NO. Retain a copy with permit P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R(2O6)431 - 0 Project- Type of Inspection: k7l.-I Address: Datd Special Irittractions: Date Wanted: Requester: Phone No: I Receipt No.: 177--1 �M M1 4 I Z 00 Ct) a CO) W 111 J I.- S2 LL W O 2 � Ua CO) W z M F- 0 W �-' W LU 5 Cl) 0 0 H W LU 3: C. ): LL Z W U) C.) 0 Z L-j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection INSPECTION RECORD A Retain a copy with permit "' N INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: t f AddYess _ 1 � / �_ Date Called: Special Instructions: Date Wanted: 2, P Requester: Phone No: Receipt No.: Date: Z W 0 Co Q Cl) LU J = V) U. WO LL co = �W Z F. ZO U� O N o F- W UJ F- U- O W Z rn U =,. O~ Z L--' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectioi INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEW se CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PrQ je ct: b0i Type of Ins pect " AW Agress: _V - S' Date Calld'd. I 6� (9-5 Special Instructions Date Wanted: Request Phon a �u KApproved per applicable codes Corrections required prior to approval. El COMMENTS: t LS &zi t6f .1 t ,VIA 44 C7 T A Inspector: Al jDat� 7 $58.00 REINSPECTIOtYFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Dat I Z 2! JU C.)0 CO) 0 C0 UJI LU x U- W 0 U. C , ) :) = F- LU Z 0 z LU LU 5; U a .0!2 13 l- W W X (.) F- — F- 0. z C Z ., �.' I " - .1 -' '. ). ��" ": �_'% '�. I.. , , IN S PECTION RECORD RECORD .. ...... Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proj�ct: Type of In n: 4 MT (1)14 (-:� 04 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector _ Date - 1 F $58.00 REINSPECTION I FEE RE IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspectioi I Receipt No.: z -Z I �— Z UJI 00 (00 co LU LU J CO LL wo 2 �1 9-1 LL < CY UJI O� z 11-- LU Uj 5 U C0 , C) :0 H W W L) 0 z C01 z A ress: S /•q La Date lCalled: , ab t a, 0 Special Instructions: Date Wanted: L p.m. )c Requester: Phone NU� OCR ss::Mo!] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector _ Date - 1 F $58.00 REINSPECTION I FEE RE IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspectioi I Receipt No.: z -Z I �— Z UJI 00 (00 co LU LU J CO LL wo 2 �1 9-1 LL < CY UJI O� z 11-- LU Uj 5 U C0 , C) :0 H W W L) 0 z C01 z y 74^7`x7 S ns c. 1 INSPECTION RECORD Retain a copy with permit s' CTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431__3670 P ct: 1 c 'e (� l ( (fi Q/ W 1 W► Type of Inspection: P A 9, U) & Address: Date Called: Sp cia Instructions: Date Wanted: (2 j a.m. Requester: Phon //��� No: ' 1 Approved per applicable codes. Corrections required prior to approval. MMENTS: i Receipt No.: Date: $58.0 INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z. �W UQ CO W= F- CO u 0 W ?. i2 d = W F- _ Z �.. Z O W 5 U� O� o F- W H O 111 Z U N O Z Project: / O Type of Inspection: Address •,LA/b c 14q bell Date Called: 11-16-05 Special Instructions: Lot � Date Wanted: � �� � �� �� a. m. .m. Requester: Don n Phone No : 2106 -355 -0*W COMMENTS: 4 '' ' s C U S S ' f dLLP G U Lrr r .k� "4 F1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z 1 �H - Z W QQ � JU UO NO W= J F- LO LL W O U Q N = �W Z F- WO �p U O CO W H� u" O tll Z U CO Z c �4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. 3 W O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ( Type 49spectio . jda (1 ress: � � �� Date Called: Special Instructions: Date Wanted OwL a. Requester: Phone No' nspe or: 8.00 REIN paid at 6300 ceipt No.: applicable codes. FI Corrections required prior to approval. Date: 1 A IN FEE REQUI ED. Prior to inspection, fee must be hter Blvd., Site 100. Call to sechedule reinspection Date: Z - Z � W� UO CO Q . w= co LL WO Ua co = �W z ' HO W �5 U� O� o� W lt. O Ll! Z CO 1= _ O Z > INSPECTION RECORD D05,2�� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Phone No: Approved per applicable codes. Corrections required prior to approval. Project* dar) [4e!�t TYP t drains Address S , 14q Lei Date Called: / V Special Instructions: / ,�L L. oO Date Wanted: a. . j m I1— I L/ — O.5 p.m. Requester: Doh 7r oh ' Inspector:" 61 �j I Date: S 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 it W i �U UO CO W = WLL W a L L = a �W Z 2 H E- O. W �5 UC) ON O H. W L L Iii z. 0 to H H. O Z INS PECTION RECORD Retain a copy w permit tea ith F)D INSPECTION NO. P - CITY OF TUKWILA BUILDING DIVISIO0�' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ptct: Typ ofinspectiop: 1'DV4ir I 4J Laa* iog(IS I Ad re s: A !to 9 Date Called: 11(3105 Special Instructions: Date Wanted: ill P.M. Request Ph o_ae No —, R e y paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: D ate: Z 3: W. _3 C.) 00 CO) (3 C0 W W J D LL W O Ei LL Cf) Cl W Z l'— z 0 W UJ 5 C0 0 WW LL 0 Z Cf) 0 Z 4 -- 7 .- ... INSPECTION RECORD Retain a copy with perm N0. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: / TyqgAf Inspection: Address: 60 Date Called: Special Instructions: Date Wartd: j (' a Requester: P nne No:� I i I 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: n S5R_nn N ,,,/ Date: / REQUIRED. Prior to inspection, fee must be lvd., Suite 100. Call to sechedule reinspectio Receipt No.: Date: 2 1Z W UO CO w= J N LL WO La = d �W ` Z� I— O W ~ W U O N 1 H W H u W Z U� F- _ z INSPECTION RECORD ' . ' ' ' Retain a copy with permit �2 INSPECT) N NO. CITY OF TUKWILA BUILDING DIVISION '�+ •±; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Project: TA VIU i U14'. Type of Inspection: - Vr � Address: A ! J� ) Date Called: Special Instructions: Date Wanted: C - ��' a' p.m. Requester: �bh _ Phone No: ry n � t�' �7 Receipt No.: Date: :1 I f Z JU U O NC W= J D U W O. uQ N :3 = �w Z 2 H F- O Z H. U O N 0 H =U I— H �O . Z' W U CO) O F Z lJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f fliewy LATERAL DESIGN FOR TRYON CONCEPTS A KAPPLER ARCHITECTS PLAN RECEIVED CITY OF WKWILA J U L 1 9 2005 TUKWILA, WASHINGTON PERMIT CENTER REVIEWED FOR CO DE COMPLIANCE SEP 2 3 2005 Of T� w11a ,BUILD NS r� Tuk ON �� .I , EXPi#�FS 8/23/104 NOTE: This stamp applies to the members and 1)05 2faz assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 24423 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 i Z Q T i Z U CO co =. �. TLL w O �a co =a W. y ? I- O Z F-. w Lij Do U Oco OH WW 2 U O:. .. Z W H= O z.. i d DESIGN CRITERIA PER THE 2003 INTERNATIONAL BUILDING CODE WIND PER SECTION 1609 Section 1609.6 Simplified method Design Wind Pressure: p Iw * p :3o where: X = Exposure Factor Iw = Importance Factor ps30 = Base Design Pressure Iw =1.00 Ps30 = see Table 1609.6.2.1 (1) EARTHQUAKE PER SECTION 1614 Design Per ASCE 7 -02 Section 9.5.5 Equivalent Lateral Force Procedure Base Shear: V = C * W where: C = Seismic Response Coefficient W = Effective Seismic Weight SITE /PROJECT SPECIFIC VALUES: S, = 0.4767 per USGS S = 1.3691 per USGS Site Class D (Default) Seismic Design Category D R = 6.5 from Table 9.5.2.2 1 =1.00 C = 0.1405 per Section 9.5.5,2.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7 min. Embedment. V =1104 # / bolt CONCRETE DESIGN per Chapter 19 & ACI 318 -02 concrete f = 2500 psi rebar fy = 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 fax (425) 803 -3289 email: doug@jamiesonconsulting.net SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V3 :) 70 mph (Vf X =1.00 Exposure "B" (00') "Urban Clustered Area" I z Z D rU 00 Cl) CO Lu J = H S2 LL w LL Q CO D = a �w z t- HO w ~ w �p U O N oF_ wW �O .z W co O z SHEAR WALL SCHEDULE (see 2003 IBC table 2306.4.1 & Section 2306.4.1) ' All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12" o.c. along intermediate framing members. P1.6 v = 260 pif 7/16" OSB, w/ 8d (0.113" 0) nails @ 6" o.c. Anchorage (Interior walls only) to SINGLE joist or blkg below: 16d (box) @ 5" o.c. P1.4 v = 350 plf 7/16" OSB, w/ 8d (0.113" 0) nails @ 4" o.c. Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 3" o.c. P1.3 v = 490 plf 7/16" OSB, w/ 8d (0.113" 0) nails @ 3" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to 4x (min) BEAM or blkg below: 16d (box) @ 3" o.c. P1.2 v = 640 plf 7116" OSB, w/ 8d (0.113" 0) nails @ 2" o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to 4x (min) BEAM or blkg below: 16d (box) @ 2" o.c. (stag) The shear values above are based upon the use of 8d box nails with a full head, a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15/32; 8d values with a 0.719 factor wl 1.4 Increase for wind. RIM J01° 16d 016" O.C. LOCATE SHEATHING JOINT CAA COMMON MEMBER 5HEAR TRANSFER 0 EXTERIOR WALL J JAMIESON CONSULTING Consulting Engineers 733 7TI-I AVE 5TE 108 • KIRKLAND WA 98033 (425) 803 -2581. FAX (425) 803 -3289 h Fwlel:�lri:k'a' /*�)T:'�1NM"J:tnS.4T%LW� � � d z = Z w o JU UO (n 0 Cl) UJI J = H Cl) U- 0 u_ ac c =C, F. w z = �-- O w ~ w U ON o ff wW 2 H L): u_ O. ui z U= 0 F- z i SEISMIC ANALYSIS # 24423 FOR TRYON CONCEPTS SEISMIC: V = 0.1405 W Wr =1024 SF a@ (15 + 10) psf = 25,600 # Wuf = 1578 SF C (10 + 15) psf = 39,450 # Dead Loads: V = Leff) Roof = 15 psf (horz. framing) & 10 psf (partition) v = Length Floor =10 psf (horz. framing) & 15 psf (partition) 16 Vertical Distribution 10.66 Level w h w x h % Roof 25,600 18 460800 54% Upper Fir 39,450 10 394500 46% Total 65,050 855300 REAR therefore: Vr = 4924 # 20 Vuf = 4216 # MID Total = 9140 # Redundancy Factor. Check max "v" for p = 1 v = 2 x V / A ** 1 /2 A = 9024 sf v max = 308 plf SIDE/SIDE: V = Wall Leff) MID 16 FMID 16 TOTAL 32 UPPER FLOOR SHEAR WALLS 4924 Leff) = 32.0 v = V Section Lengti 154 pif shear Notes 2462 4,924 9.16 FRONT /BACK: Wall V = Leff) 4924 Leff) = 32.0 V Section v = Length LEFT 16 2462 10.66 RIGHT 16 2462 29.91 TOTAL 32 4,924 REAR 108 269 max S/S LI 154 shear Notes 231 max F/B 82 tedundancy Factor. Check max "v" for P =1 = 2 x V / A * *(1/2) A = 9578 sf v (max) = 460 plf FRONT /BACK: V = MAIN FLOOR SHEAR WALLS v = 132 SIDE /SIDE: V = 4216 L(eft) = 58.0 v = 73 Wall L(eff) V Section Length shear Notes REAR 10 727 20 36 MID 26 4352 11.5 378 FMID 19 3171 7 453 max S/S FRONT 3 890 6.83 130 TOTAL 58 9,140 FRONT /BACK: V = 4216 Leff) = 32.0 v = 132 Wall Leff) V Section Length shear Notes LEFT 16 4570 53.25 86 RIGHT 16 4570 18.75 244 max F/B TOTAL 32 9,140 NOTE: Redundancy Factor "p" =1.0 z z �w Y- D 0 U) 0 J = H �IL w 0 Ua �D = d �w z F- t- O z F- w �o ON o F- w T U ti O. W z CO 0H O z ' L2 COMBINED WIND & SEISMIC ANALYSIS # 24423 FOR TRYON CONCEPTS For ALLOWABLE STRESS DESIGN use Wind or ( Earthauake 11.4 WIND: side /side Fr = 32 SF @ 12.9 psf = 413 # A <30 psf min" 76 SF @ 8.8 psf = 669 # B <30 6260 # "10 100 SF @ 10.2 psf = 1020 # C <30 230 SF @ 7 psf = 1610 # D <30 10.00 psf = Total Roof sis: Fr= 3712 # Fmf = 305 Fuf = 124 SF @ 12.9 psf = 1600 # A <30 313 SF @ 10.2 psf = 3193 # C <30 189 SF @ 7 psf = 1323 # D <30 Total Upper Floor s /s: Fuf = 6115 # Total s/s = 9827 front/back Fr = 28 SF @ 12.9 psf = 361 # A <30 64 SF @ 8.8 psf = 563 # B <30 199 SF @ 10.2 psf = 2030 # C <30 82 SF @ 7 psf = 574 # D <30 Total Roof s /s: Fr= 3528 # Fuf = 67 SF @ 12.9 psf = 864 # A <30 238 SF @ 10.2 psf = 2428 # C <30 Total Upper Floor f /b: Fuf = 3292 # Total s/s = 6820 side /side Fr = 438 SF @ 10.00 psf = 4380 # "10 psf min" Fmf = 626 SF @ 10.00 psf = 6260 # "10 psf min" 1.12 # Total s/s = 10,640 front/back Fr = 373 SF @ 10.00 psf = 3730 # "10 psf min" Fmf = 305 SF @ 10.00 psf = 3050 # "10 psf min" # Total f/b = 6,780 SEISMIC: V = 0.1405 W Wr =1024 SF @ (15 + 10) psf = 25,600 # Wuf =1578 SF @ (10 + 15) psf = 39,450 # Dead Loads: Roof = 15 psf (horn. framing) & 10 psf (partition) Floor= 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h % Roof 25,600 18 460800 54% Upper Fir 39,450 10 394500 46% Total 65,050 855300 therefore: Vr = 3517 # Vuf = 3011 # SUMMARY.• Wind controls both levels, both directions. SIDE /SIDE: V = Wall Leff) MID 16 FMID 16 TOTAL 32 UPPER FLOOR SHEAR WALLS 4380 L(eft) = 32.0 v = V Section Length 2190 a 22.75 2190 a 2.5 b 6.66 4380 9.16 Total 6529 137 plf Seismic shear Type Factor 96 P1 -6 1.12 239 P1 -4 1.35 239 P1-4 1.12 z Z �w aa � JU 00 CO 0 J H CO U- w U.Q a z F- E- O z F- w D0 O� o f- wW U- O. w z U= O z L�) COMBINED WIND 8 SEISMIC ANALYSIS # 24423 FOR TRYON CONCEPTS FRONT /BACK: V = 3528 Leff) = 32.0 103 pif shear v = 110 pif LEFT 16 Seismic ' Wall Leff) V Section Length shear Type Factor LEFT 16 1764 53.25 a 5.33 165 P1 -6 1.40 18.75 182 P1 -6 1.34 b 5.33 165 P1 -6 1.40 10.66 RIGHT 16 1764 a 4.25 59 P1 -6 1.40 b 25.66 59 P1 -6 1.40 TOTAL 32 3528 29.91 MAIN FLOOR SHEAR WALLS SIDE/SIDE: V = 6260 L(eft) = 58.0 v = 108 pif Seismic Wall Leff) V Section Length shear Type Factor REAR 10 1079 a 20 54 1 0.86 MID 26 4996 a 4 434 P1 -3 0.97 b 7.5 434 P1 -3 0.86 11.5 FMID 19 3643 a 4 520 P1 -2 0.97 b 3 520 PI-2 1.22 7 FRONT 3 922 a 3.5 135 P1 -6 1.10 b 3.33 135 P1 -6 1.16 TOTAL 58 10640 6.83 FRONT /BACK: V = Wall L(eft) 3292 Leff) = 32.0 V Section v = Length 103 pif shear Type Seismic Factor LEFT 16 3410 a 28.5 64 1 -6 1.34 b 24.75 64 P1-6 1.34 53.25 RIGHT 16 3410 a 18.75 182 P1 -6 1.34 TOTAL 32 6820 HORIZONTAL DIAPHRAGM SHEARS LOAD PATH ROOF DIAPHRAGM FMID: @ 2.5' wail; v = 2.5 x 239 /13 = 46 pif OK @ 6.66' wall; v = 6.66 x 239 / 12 = 132 plf OK LEFT: v =1764 / 32 = 55 pif OK UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. MID: v(net) = 26 x 108 / 19 =148 plf OK Prov cont sw sheathing & nailing to sw abv. See shear trans @ ext wall detail FMID: v(net) =19 x 108 /19 =108 plf OK RIGHT: v(net) =16 x 103 /18.75 = 88 plf OK ANCHOR BOLTS USE 518" 0 Anchor Bolts @ 5'- 0" o.c. Unless Notes Otherwise (U.N.O.) v (11) = 830 x 1.33 =1104 # 15 = 221 pif NOTE: If v ( //) > 350 pif Then V(bolt) = 110412 = 552 # M_ ID: @ 4' wall; V = 4 x 434 =1736 # (4) 518" A.B. req'd @ 7.5' wall; V = 7.5 x 434 = 3255 # (6) 518" A.B. req'd FMID: v = 3643 / 15 = 243 pif ( <350 pif OK), (4) A.B. OK z �w QQ J U UO CO w� LD LL wO LL co CJ =w ? F- !- O z �- �o oCo o H- wW O z U N Z OVERTURNING - HOLDOWNS FOR TRYON CONCEPTS Note: 0.67 DL +/- W >>> 0.9 DL +/- E / 1.4 END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L / FR R / BK UPPER FLOOR WALLS SIDE/SIDE MID 22.75 96 8 17520 801 13871 3649 160 1 3 FMID 2.5 2391 8 4782 80 168 4614 1846 5(2) 5(2) 6.66 2391 8 12738 80 1189 11550 1734 5(2) 5(2) FRONT /BACK LEFT 5.33 165 8 7056 80 761 6295 1181 5 5 5.33 165 8 7056 80 761 6295 11811 5 5 RIGHT 4.25 59 8 2005 80 484 1521 358 1 3 25.66 59 8 12107 80 17646 -5539 -216 OK OK MAIN FLOOR WALLS SIDE/SIDE REAR 20 54 9 9714 90 12060 -2346 -117 OK OK MID 4 434 9 15640 90 482 15158 37891 7 7 7.5 4341 9 29326 90 1696 27630 36841 7 7 FMID 4 520 9 18735 90 482 18253 45631 3&7 3 & 7 3 520 9 14052 90 271 13780 45931 3&7 1 & 7 FRONT 3.5 135 9 4250 90 369 3881 11091 6 6 3.33 135 9 4044 90 334 3709 1114 6 6 FRONT /BACK LEFT 28.5 64 9 16426 90 24489 -8063 -283 OK OK 24.75 64 9 14265 90 18469 -4204 -170 OK OK RIGHT 18.75 182 9 30690 90 10600 20091 1072 1 6 *END CONDITIONS Pdl Dead load reaction at end of wall 1 Perpendicular Exterior Wall T(max) = V(corner) = H x v(min) 2 Perpendicular Wall (min) 5 - 16d nails = 5 x 109 = 545 # 3 Over / Under openings T(max) = h(net) x 198 # / ft 4 IA 35 Framing Anchors = 450 # each 5 CS 16 Strap= 1465 # 6 STHD10 or STHD10RJ 0 2990 # 7 STHD14 or STHD14RJ @ 4430 # E z = z JU 00 CO w= J F C0 w w 2� 9¢ a �w z H z w D O N. o E- ui .z w U= ~O F-, z i t ' i r r-- - -- — ---------- - - - - -- - -� 1 �� I I 1 I I I I • I j � I I , A n c s r _ n • I I . I 1 I L --------- ---- IL -- - -- - -- - - I fli F1 ! 1 I 1 I I i -- - - - -- - - i 1 I 1 I L 4 R .7 i STM D to R? (8) RL 2 ID ' USE SW O ANCHOR BOLTS W/ Z" X 0 X 3 /id WASHERS C 6-9 O.C. U.N.O. 1 A (4) 5/8" A,B. req'd OB (6) 5/8" A.B. req'd F OUNDATION PLAN Z �_- Z �W 2 D UO a C0 w J Cl) LL W O J LL CO_ d = W ZO W W U� ON o�- WW H FU!- O --Z W U� O Z dc JAMIEE30N CONSULTING Consulting Engineers 7337TH AVE STE 108 - KIRKLAND WA 98033 (425) 803 - 2581- FAX (425) 603 - 3289 JOB NAME KAPPLER / TRYON CONCEPTS JOB NO. 24423. BY TC DATE 17_ - S ^ay 5HEET NO. - OF a DETAIL B PROVIDE BLOCKING BEHIND C516 STRAP TYP. WINDOW HEADER ADD C516 STRAP FULL WIDTH OF SHEAR WALL PLUS 12" END LENGTH. ADD C516 STRAP FULL WIDTH OF SHEAR WALL PLUS 12" END LENGTH. PROVIDE BLOCKING BEHIND C516 STRAP TYP. Z S Z' '~ W UO N o: J H co u- W O J u- (1) H W z F- F- O z I- 25 U O � cl WW H U u. O Z UN O Z (3) 8,1 0 EACH TRU55 TYPICAL END CONDITIONS I i i i t i i I I 1M L E ll N CUT I LEN- Typical CS Installation as a Floor-lo- Floor Tie (CMST requires minimum 2 -2z studs) Provide min. M end distance for CS and CMST Equal number o'. specified nails in each ent MST48 w/(34) 16d T = 2995 # CS16 wi 22 10d T = 1465 # i NAILED PORTION i INSTALLATION 3 Typical HPAHD Single Pour Rim Joist Installation 1 .1 mD 22 w/ 16d sinkers: T = 2030 x .85 = 1725 k 1:r � . t. ,�. : vwv� .�.�.�: . ril:... vrifwk. bi,+: Sa: �xS .di�y'ri.?w�nit«S�;R'.xSS'+r 2`J;tir � .ScL+ ,� 3thtA ."- f.:'��RS�ll- .d�+:ai :::Lv:1 }t»'i.4t�4�LILL+ifi � . ' (n�I. }i�w�"u 20 30 based on fastener but not 10 exceed table load z ;~ z �W QQ 2 JU 0 N Cl) LU J H Cf)LL W OC LL ?. to �. = W F— _ Z �.. O R Z F-- 2� U� ON � f— WW I.. F- LL 0 •• Z W U= ~O }' z =t , � X469' 1908 August 19, 2005 i City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Don Tryon 8210-154 1h Avenue SE Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -262 Junction West — Lot 1— 5408 South 149'" Lane Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Building, Fire and Public Works Departments have no comments. Plannine Department: Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not he accented throueh the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D05 -262 Z �Z '~ w f QQ � 2 JU U CO) CO LU NLL w� 95 LL = N = w Z� �- o. Zr- w �o CO) w w U u. ~O. W Z U co O Z PAplanninglbrenda\D05 -262 — cortection Itr 91.doc bb 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 9 Phone: 206 - 431 -3670 a Fax. 206 - 431 -3665 •r 1 t4 PLANNING DIVISION COMMENTS DATE: August 4, 2005 CONTACT: Don Tryon RE: D05 -262 ADDRESS: 5408 S. 149 Lane The Planning Division of DCD has reviewed the above permit application that was submitted on August 2, 2005. Planning requires additional information before issuing the permit. 1. The application notes that construction activities will require the removal of about 50 cubic yards of fill material. Provide a map showing where all fill material will be stored during construction. I 1 i I I ~p "� July 22, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Don Tryon 8210 — 154 Avenue SE f Newcastle, WA 98059 I RE: Letter of Incomplete Application # 1 Development Permit Application D05 -262 Junction West — Lot 1 — 5408 South 149 Lane Dear Mr. Tryon: This letter is to inform you that your application received at the City of Tukwila Permit Center on July19, 2005, is I determined to be incomplete. Before your application.can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have questions concerning the attached memo. i Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other ! documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. S' cerely, i l�Gt, Bren a Holt, Permit Coordinator Enclosures 1 File: Permit File No. D05 -262 pA\Brenda\D05 -262 — incomplete ltr #Ldoc bh Z - w u�D JU UO U � W= N LL W O J LL ?. � = W Z �. W O E p' U O N � H W W, S H (Y: Lll Z O H Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 i I l i { Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. r 2 W 2 Determination of Completeness Memo 00 N 0 W =. Date: July 21, 2005 N U- Project Name: Junction West - Lot 1 W O Permit #: D05 -262 Plan Review: Allen Johannessen, Plans Examiner LL. C �w z = A Building Division has deemed the subject permit application incomplete. To assist the �- applicant in expediting the Department plan review process, please forward the following w comments. o w, PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same v CO size). — Oo � (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) = cWi 1 Provide additional plan details to identify a footing drain or a crawl space water discharge system. The O Z_ discharge system will generally be separate from the roof drain system. Coordinate any combined v CO) discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not 0 ; accumulate in the crawl space. z 2 Complete a Residential Heating and Ventilation Compliance Form. Forms are available at the City of Tukwila DCD Building department. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. 9 ACTIVITY NUMBER D05 -262 DATE: 8 -22 -05 PROJECT NAME JUNCTION WEST - LOT 1 SITE ADDRESS 5408 S 149 LN Original Plan Submitta Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-30-0 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ! TUES /THURS 7INIG Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: r DATE: Documents /routing sllp,doc 2 -28 -02 z �w J0 00 (/) 0 J � U. w �_ U. CO =w z� Wo UC3 O N C3 �_ wW z. U= z i t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -262 DATE: 8 -2 -05 PR03ECT NAME ]UNCTION WEST - LOT 1 SITE ADDRESS 5408 S 149 LN Original Plan Submittal Response to Correction Letter # Fire Prevention DEPARTMENTS &(' 6 Bu'iTdChg Division Public W Comments: Planing Division Permit Coordinator Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS bR C ORRECTIONS : DUE DATE: 9-1-05 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 6 j R Departments issued corrections: Bldg ❑ Fire ❑ Ping (V PW El Staff Initials. X Response to Incomplete Letter # 1 Revision # After Permit Issued ❑ No further Review Required DATE: DATE: Documents /routing slip.doc 2 -28 -02 z �z �w aa J0 UO Cl) t] CO W W = S2 LL w LL Q �D = �w z F- HO w �5 UCl o F- = w U- 8 , - . .z W 01 O z DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8-4-05 Complete 0 Incomplete ❑ Not Applicable ❑ ^EPMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -262 DATE: 7 -19 -05 PROJECT NAME ]UNCTION WEST - LOT 1 SITE ADDRESS 5405 S 149 LN X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART MENTS: KI Bui g vision Public Works x � jz IV 6L Fire Prevention Structural ❑ Planning Division' Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) I Complete ❑ Incomplete Comments: DUE DATE: 7-21-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: �' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg po Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: u APPROVALS OR CORRECTIONS DUE DATE: 8-18-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing slip.doc 2 -28.02 z '~ w �U UO UU J = H C0 LL w 0 La co = �.. w z Zo W w. U� O C0 o r~ w U LL ~O .. w z U= O z i i i City of Tukwi Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: httn: / /tivtipiv.ci.tufivila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g ,2- ("G Plan Check/Permit Number: D05 -262 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name JUNCTION WEST - LOT 1 Project Address 5408 South 149 Lane Contact Person Don Tryon Phone Number: ZO 6 3 55 YTo Summary of Revision: aV e d Md e N a (` 642 /S S� r ed ' o u S'. - 61 --r/Ct e V Pf- S e 6,1' -7 e_. .,, .Q 6e O )e AO r ' PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: ,� W Entered in Permits Plus on U applications forms - applications on IineVevision submittal Created: 8 -13 -2004 Revised: Z iF— Z W QQ� JU UO W= F- CO w WO LLQ CO = �w z = ZO W w U O -; o�- WW H F- LL O .z w CO O z i� 0 REVISION SUBMITTAL 0 City of Tukwila Department of Community Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /tii M Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D05-262 ® Response to Incomplete Letter # I ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name JUNCTION WEST -LOT 1 Project Address 5408 S 149 Ln Contact Person Don Tryon Phone Number: 4 0 (0 3 5 5 g 1 6 Summary of Revision: 1ze S v � L,w. 0 �{ECENo CITY OF TUKWILA Sheet Number(s): pERm1T CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �r Entered in Permits Plus on app IicationsWor ms- applications on lineWevision submittal Created: 8 -13 -2004 Revised: 6 r(:; ,OoS e V e - t z r` w � D JU U Co o to w J = H U) LL w O. U - Nd =w ?P F— O z H w w U� O N. off wW �Z ui U =, O z Rrw, Re " iential Sewer Use Certific ion (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 within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate 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 or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. ( e PI i t t ase pr n or ype) "w Owner's Name �`'r�IJ Cc ACe 0 (Lest, First, Middle Initial) Property Tax I.D. Number - 766 /60 ^D4D6 -- 6 7" Subdivision Name J uts ,� Lw Subdiv. # Lot # Building Name (if applicable) Property Street Address Block # City, State, Zip � � K W f k LJ n g 9 t a Owner's Mailing Address PO (�e-v, (40 IF "Kuk W65 (If different from above) Owner's Phone Number (4 25 ) 228 97,5'0 Property Contact Phone Number _ ZZY 97 Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District L>KLjt 41 Date of Connection Side Sewer Permit # Demolition of pre- existing building? 51Ps ❑ No Type of building demolished? G- (4 tvf eQ- Sewer disconnect date? NA Please check appropriate box: fd 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) Residential Customer Equivalent (RCE) 1.0 1.6 2.4 006 3.2 No. of Units x 0.64 = L I ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 111111110 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 +^ L a Date Print Name of Owner /Representative M6 :U qG A) 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer f ao v.a ': .emu c �xnl uex nrrrac!e u taZZru2-1 tn�t i !4 z JZ-z w w 00 fn o w= H CO LL w �_J U_ ¢ F- w Z 1-- H O w �5 U O CO 0 1-- W LLJ F— H u. O w z U= O ~' z Look Up a Contractor, Electric. -ian or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License TRYONCL013DH Licensee Name TRYON CONCEPTS LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 601931182 Ind. Ins. Account Id 56230303 Business Type LIMITED LIABILITY COMPANY Address I PO BOX 146 Address 2 City RENTON County KING State WA Zip 98057 Phone 4252289750 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 3/8/1999 Expiration Date 2/11/2007 Suspend Date Separation Date Parent Company Previous License CLASSCL019BK Next License KIRKWCLOI IND Associated License Business Owner Information Name Role Effective Date Expiration Date FERGUSON, DEBRA PARTNER/MEMBER 01/01 /1980 JONES, WAYNE PARTNER/MEMBER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date I Amount Date DEVELOPERS Pagel of 2 Z �Z '~ W lr � UO U) C3 Cl) Uj J = I— NU. WO U- Q = �W Z 1-- HO Z H W U� O co, O H WW H U- 0 .Z W L) =: O Z 304 • L=1.7 CD cn 8 , 754 sq.ft.± 0 � � �' AVE. WIDTH 68.38'k 06 QD ROX. LOCATION 0 ITARY SEWER MAI p - RLE Co" 040 a, It fte N88 °30 ' 04 " W PIN NAW aPPrOval 1.) 9)bJect tDerrars and 014mmill 0 -@I of aons trucbon doaxn does not mAhaft WW i of an &4ftd code or Ord narcF 5 ef BSBL �� ItIll B j , * I . vuld Pald Copy -.A— -A— — -a- W4 ----- --- o p- NEW WA R LINE TO 0 J EXISTING TE - ,ti 40 PERF UNE FTG. DR111111,11,11,1111j 11 1,11, 11 , 11j E Qj__ 1/D-1 F PLANS co �TY 1 F aY of Tukwb Do Do S. DIVE= Z) d I I L A\ 4N. f 0 , � \ \\ 0 J FIE m s - U) V \ \ '-pe Ufld ;>" I ft be "Oe �A V A�- Ire? 6 APOR 0 "' F ITI ZD 0, 0 co LO Do rL* (!) C7 \ \� \\ \ \ . 0 Nom`' . ............ M COY) co ovlw\ c • ;r Do 0 �N �i!. r 4 E.S6 (D . So' m % Z REVIEWED FOR - S CODE COMPLIANCE • 60 RO DR S TO CON CT T -PROPOSED* UNE M W_AMAIM 141rT EXI G C ANOUT 0. -CQ� PER .. > 0 • • CONNECT AT r FOR. Q ,DRlVEWAY.-"- z SEP 2 3 2005 38 % E)aSrG a-EANOUT Me&an!c2l 36 0 ao � � -- 2 0 r • Mmlb._3 c Qf TwKwIla 0 N 0 . 06 BUILDING W4MON Cz-:; P,-*---, L Cw Of BUILDING D1 I STON 0 TRACT 0 0 F-H- 3,154 sq.ft.± C) 14 T 1. A E o CT now: on 0 'ThC-C '�avC bv tYe P: C IT Y SM. 70 MAIN - -SEE N&IFE- 1 0 o . - I.. . Tor -h NOM 6) r6 _c zhe adltqt�acv rs or 7L T2U-_49 RIM 131.88 a:7. wili rei.--,l, a %-- . ofj-_7­� .:; -; E 123.98(N — S) 92-69 _= , - Ld O � .01-t tv t3 Ld ob 0 z - T - 1 LjLj Lj U) 6\0 �EW 3�1VEVVAY A\vD G,.iZ3 Cf CMCFnWWLA 0 Ert Dr--:Z Cj`l/ G= AUG Pe%WCOMR I DZVE-KAY ::)AVE) =;2ry1A E. OVA &,FcP-Y NAACADAY �. - 0 GARAGE C0Nf*Z-C - 0 AA 752< LT:; L^W OF 4" ME 115"LOPE _0 e 43 if&- BE '�W OF =0L?0A7K)\ Y %44NEN�7 Y 4z­�AaL- BY 7) E = DQAJ% - CGE - AER Lsw :)A N SPCY-Z- le SOLD __vc _AE BY 0 06t: BY Pos"ww- S-cFr--: 'o`0 l5ocpm ORAJ% 7 Ap?Y CON S oommo c -oo- jo\ blow— smoms. SOQ 14 4 9 ; A.;;?. CA ._C%..0n.._A_"7l0\S 7C BE S"�AW CN - -E DOW*4. � �� `�_ '14 AY CN A At SLR CZ-A\ SCE OF '%-f - O'l =..R 9* <a L�OT I JUN T ION SH ORT FLAT 868 o - 0 c_y N=0c_Z'"_Zjc lQE_ SPACE WAS -MANUL Lo'"" Am?=..-A Ifto S7ANDAQM 50% A6-,.'OVVABLZ— 4342,;; AGQ CONC, 3Wj=._wA y A. AA"� Sj=._y =QOM Am=,,NM w %.# wQM '70 P5Wi CONX 0& TAX ID 0 . 151 %4AX S.CFr,--' a Pow . TRB:44M " CA&E =A.2. A' NkAN r- 0VA7.9Z LAKERm, DEVEL GA;;2AGE 400 100 1 DATE: IA4105 68 F R XE TCN 11 1 A Vw ""70"'A... 256 -c 4342-5 7 518_ CQ.&-eD QOCK UL ­9-- _._....Y,._. - -m -,a 4db Side Elev ation Rear Elevation Side Elevation % ior Lryon % PLAN Junction West V.409M IN" 11 MW I P. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 i I.o�u�Opt IO'X10' A r 97211.10 Lot 1 4 M. 'Bdrm 11'a'xl470' V r _ lrm. #3 -� Ift1w - - Hal lrm. #2 10'`x10' T ukwila, WA �•� w a .ALES "'M "& ------------ S1 UPPER FLOOR SHEAR WALLS SDL LATERAL DETAILS Kitchen Family 154'x12'6' �r V Pwdr Covered Porch i Garage 1 1 f e � ----- - - - - -- ------- Nook r r r M r � r 1 1 • r Upp er Floor Plan h L ivi � i - roxw1a CffyOF V U w Q fA C- 0 C U LL � z o X NOS t� — 4-4 Z u � c, o y} V �+ o v � v V 0� O -� Z V < Y �J �o h 141t ts C Al. r MAIN FLOOR 1042 SF AZ FOUNDATION & i MAIN FLOOR FRAMING a A3. MAIN FLOOR PLAN TOTAL 2022 SF A4. UPPER FLOOR FRAMING GARAGE 406 SF A5• UPPER FLOOR PLAN . �3 A6. UPPER ROOF FRAMING A7. ELEVATIONS & c 5Qt1ARE ~ ° oTAGC i M`A�` � '� '° T`" C'1.T3 D =ACE OF LoA- 57A I R5 ARE BUILDING SECTIONS to DL STANDARD DETAILS NO' NCLUDED ;N C ALCULATI ONS. DI STANDARD DETAILS SL FOUNDATION SHEAR WALLS S2. MAIN FLOOR SHEAR W I �I mom: lily m CD. �� ca 0 NI I U w Q fA C- 0 C U LL � z o X NOS t� — 4-4 Z u � c, o y} V �+ o v � v V 0� O -� Z V < Y �J �o h 141t ts C JOB NO MU30 srwrnwG ra. -� 174'XIY 1 it c i f C 1 9,111try e x innnm k. e: EL 3r-C Main F loor Plan SQUARE FOOTAGE Al. r MAIN FLOOR 1042 SF JOB NO MU30 srwrnwG ra. -� 174'XIY 1 it c i f C 1 9,111try e x innnm k. e: EL 3r-C Main F loor Plan SQUARE FOOTAGE Al. CODE NOTES MAIN FLOOR 1042 SF AZ FOUNDATION & UPPER FLOOR 980 SF MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN TOTAL 2022 SF A4. UPPER FLOOR FRAMING GARAGE 406 SF A5• UPPER FLOOR PLAN DECK PATIO 70 SF A6. UPPER ROOF FRAMING A7. ELEVATIONS & c 5Qt1ARE ~ ° oTAGC i M`A�` � '� '° T`" C'1.T3 D =ACE OF LoA- 57A I R5 ARE BUILDING SECTIONS COLN= ONCE N CALCU A"OrvS. OF 'O BELOW SPACES AND GAR,46-dE5 ARE DL STANDARD DETAILS NO' NCLUDED ;N C ALCULATI ONS. DI STANDARD DETAILS SL FOUNDATION SHEAR WALLS S2. MAIN FLOOR SHEAR W COVER SHEET r.cr - - --.�` _ i.�_ . _ _ _^ _._.....�• .�.._._._._. ,,....�i..._.. .�.� _...�........�........ .n.A...� .rns�7 fir-- _ , .!'.l,:.w.,......_.�. 1 ..�•_.. -_ If 0 vsor GENERA, REOtr RE"EN'5 I. ins covershet has beer prepareo r a aerar c Out'ire r Onr ro`` or.4rel the Var018r06 set the COM$V�Xt Or 5taIrCla•06 net cute. G5 r t b '^0- trhe cower Since W' t+9e Co% TKs out me s irtw000 to .onk .r'tr a Tater a. seiesrct Or 6t 'O; on no the i C5 ) ro-at Not a, tenors a re nec e6 sa► :y r eta.. ►eta to cehrrrv,e;e v"s spec VC Dec ect Coo►o hate W ter %onvactor /Owner ror cowip!ete 6t rig or svec r Jtr th s covarsneet :% w state 'Cooral .,:ter matsr Fr sr se, lsct!ew samsmw 2 These drawings are copy'�ghted KA�'.ER ARCH'TEC'S ooh P.5 •s a.: •'ghts o.+rero;p aro COpyr Seri O th -s C1e6:ei" a VCW VS redera- coby. rr. act Rsproduct of ,Atrat Oms or worttireg draw rhos it any rorr ib by au:horizat�on or KAPPLER ARCN'TEC'S PS. oriy 3 Autnor'zeo reproo,.ctions *,rs: bear trio name of KAPPLER ARC►+!TECTS P5 4. Con6t draw nos v their very nature are d,agramma c and d0 not purport to she; a' 081,6:16 Of een0 t one or cons tructor Questions aendra!ly a► to the arch'teCturai /eras gr ; tent anp to construction toohn;Ca: Gletaiilna within these d►awrnas As c'ar Feat ors. 4+terpretavons, are revisions are all part of trio Cierstructior process KAPPuER ARCi­i PS., the:•erore sha!' not be :;able for any direct, indirect, or eon6epequuert'a, ola*nages as a result of not partrc.pating :r the construction process. 5 Do not vary or modify the work shown, except u.ith. wr ftt uct or^ from KAFIPLER ARCW P 5 Report d screpancies a nd/or omissions to the areilnitect iw"ediately 6 Due to the na ture or construction acid tine b lna process there w* ! be bidder design and Cor•t►actor/Awner selection of the bu ilaing products. componertb, aro assemblies This set or working drawings is considered a 'builder set' and dices wit include spec ;rlcat;Oro or M. 'alna materialb list * herefore it is the Contractor /Owmars responsj to provide and coordinate specifications, including product selection and installation or assembly. KAi *"LER ARCNITEC'5 P.S. assumes no liability or responsibility For discrepancies or conflicts wnid- occur through Cortractor10 ran specifled materials and the respective ins taAti on KAPP"ER ARGr41TEC P.S. a ssumes no liability or responsibility For any ;tens which nay be tailed out or rarer►ed to by manufacturer as brand name. Items ealleso out are done so for co+verience only. Do not scale these drawings For critical dimensi verify a ll dimensions and datw's before commencing work and be responslbis For their accuracy. Report 66crelpancies andror a- 4slons to the arcl"itect immediately. 8. The Contractor /0aw is responsible for coordinat work with all traeies to ensure proper ano adequate !w,erface of all trade works 'he contractor ahali be responsible for all requ!rea 6afety precautions and procedures required to ao this work 3 Except as epeciricaliy defined otherwise, interpretation for al: def rlitiors, abbreviations, and supplementai definitions she!' Follow accepted referenced standards. 10 Ai, Work within this contract "!: rep•asert that of industry standards For the respective trades it the location it which the project 16 Milt K I LM M '- KIi► AhL A, 'icier$'. RLQ,0 1f,N7 $ � co t ) G) Clea Prov!de clearance net'Aller 'rasorry r'rep ace or e- +irrneS and camb,ustbie rrafiirg When or exte► .Ma.: '!r' wmer a.i ri is g.ruV) Provide 2' c:ea•ence Detwee .. masonry $'!replace or chimney rec r co"+bust!b a Frarn' when snt!rety W tr•r the building ilding structure per 1-kc sect R100; -1 C*+p oustib'•e mate► shat be min (p' c,sar from rtr p iaee openi No b x.r , materia w!thtr T of tve opering shat' project more than ./8' nor each !' or clearanc from the opening per !R 00 bactlor RI312 Provide mineral wood firestowwq at ail separatore between fir eplace ara Wood frar; soul! header to be min. 21' above fireplace Opening For a fireplace bv , it ft4w Witt the wait, i ncr ease header height 6' for every 4' or masonry pr o jection into the roof!. W) Srmoice Camber - 5111110kef chamber to be constructed o so d masonry units 9'MLdd solid. stone or conerste Lining to be or 2' thick r rwridk or of 5/8' thick v:trlfied czar, with minimum thicArass of 6' For front maul and bide ,,;ails, 8' where n0 lining is provided Per; R.C. section 10038. I) Damper - Damper to ve tight ri tt ing, operable W qtr+ a reedy accessible manual or an approved automatic control. Dampa fully opened shalt nave free area equal to or greater than the recurred min im;rr rl s j) Incom►bus0bis Ilnnte! typical. K) Hearth and Extension - ►bard^ to be lor'M stone, concrete, or other approved nor - combustible ma aria ►s - nrorced to carry its own weight and all imposed loalm per IRC section ROW.% kearth oust extend beyond rirepiw4 as ro!lows. Opening 0 sq. ft. to 599 sq ft. 16' in front. 8' eac?n side Opening 6 sq Ft or larger, 20' in front, t2' each side per IRC. section R1003.10. Concrete hearth and exterslons to be reMforced with 0 4 bars s 6' O.C. sawn way. Pre -cut stone or pre -cast concrete hetlart►" and extensions to be supported by 3'x3'x3/W angst a 24' out. Provide antx+oraos to Floor framing as noted above grade. Hearth to be distinguishable From adjacent flooring material'. L l Firebox M) Combustion - Provide an outside air combustion passageway of 6 sq. Inches minimum for combustion air per !RC. section RXV5 N) Folneda t i on I. Foundation wai!s min. 8 thick, 2. Footing to be main. 12' thick and extend 6' beyond Fireplace wails, re- inforced wtrr r4 tzars at 6' O.c. each way, and beaming on rim udisturbable soil. 3. SpliCe rooting bars to verticai chimney re- enrorcement per IRC, section WL1.1. 13 FireblotkIng per I RC sections RiII i6 and R1003.13. s° P 3 �Jc - t Al. construction shall conform to the 2003 International Residential Code (IRC and 2003 International Building Code (iBL.) and be in accordance with all State Laws and Regulations aria various codes Imposed by jurisdictional requirements and local authorities. 2. Arrange 'Inspections that are mandatory due to jurisdictional r 01500 C-ONSTRUCTION FACILiTIESAW TET9_ Y Q2NTR2L5 I Provide Temporary Facilities - including electricity, water temporary toilet, per jurisdictional requirements. 2 F*ovide Comterepoii Controls - including erosion sediment and surface water cantroi and a'trapnent during constructior per 44dictionai requuirements. 9 4M MISCELLA ff.Q, 1� 44V�T, Mm ..O= DOOR5 (-cor _eve�, '"'"ash _SV8..ziloeir -eve) WOOD Alt:) F'L AST ICS E11`0 DIVISION It I. Provide crawl space access, minimum 18' x. 24' unobstructed access thrower. the Floor, L °erns'. aoea doors. A Comoina:e w_;r ma:a'as r .o r:sr seactr 6cradi a 16' x 24' through perimeter walls and beiow grade access, per iRC. section R4083 2. -. lull'' wo00 doors: A Coorca'ora:e e raatrr a+s r'rn:r seim= m sonam' t Insulate and weather -strip per u;.SE.C. section 5da7.43. Allow I8' mlm4w space under wood Division 2 joists and 11' minim,$' space user wood girders SITE WORK 2. Provide attic access, minimum 22' x 30' with 30' minimum headroom, at unobstructed a. Jrrner' A. Cooraxssta a'tr yea: as 'r sr se>e Sir sorheor.as readily accessible opening, vs iRC. section R8071. Insulate and weather -strip per W5EL. 02200 E section 502.43 requirements. Part 3 - Execution 3. Provide ventilation per IRC_ as f ra L RAF, grading- 4' below Finish grading unless otherwise spec A) r , Crawl apace ventilation. Mtnimtrr net area shall be not 18se than ' a9 per 150 suer. 2 - Finish g►adina: Landscaping division 029010. under Floor area. One such velrtila;'p! opening shall be placed within 3 reef of eacin carrier 3. Excavation, bachr:illing, and compacting For structures as needed. or the building and shat; provide cross ventilation on at ieaet two, apl .oximateiy opposite, 4. Exca vati on, badkri iIing, and compact for pavement as needed. sides per section atior- B) Attic ve rttiiation "linimgrn net area shier!! be not less titan f s per 1 s.f. of 5 Hauling and disposal of excavated materia: as needed. _ attic area or t 00 sf. per 3 s r of attic area if at least 50 percent, and not more than 80 6. I of material as needled. percent, or the reauurred ven t ilating area is provided b ventila These ventilators are 1 Q r � Val as needed to tae iacated in the upper portior or the space to be ventilated, and is at 'east 3 Feet 02 PAVIN1Cs AND SURFACING abeove gave or cornice vents The baiance Of reciIk:ired ventilation to be provided b save 2 or corrice vents per :RC section 8806.1 and USFL. requiremer a. Pen 1 - Product A. Slope all eda ks. waMks, odriveuays, arnd patios away frori building. r'finim,rn 114' per foot I . wk road, an kins d par paving - 5. Provide approved nATbare or actresses in such a position as to Ilx ptainicj visible and a �-„ Eoress - ieaible Fran the street or road $'►tone ing the property per IRC_ section 8321.1 A l.6phal; A'. elese B. over 3' rsushhed rock or 2' ATB 6. Garage /i'+ause separation.- 5, rrushhod rock 5/8' nines_ A) rage ce! smparavima attic spaces "i' Garage be pro'.emeo wv I12' G.w,B slim C. Concret per Division 3: ga ra ges are beneath• ►habitable rooms. the ce i mss she!:. be covered with 5/8' type 'x' CAB 1. Finish and color. cr tire earane side. illney're! the saparacoar is a r!p,pr /ceiling a seeslbiy, the st ^uctum sl'hill bC Coordinate with materials finish selection sch dole. -- protaed w 1Q' G.W.B. per fRC. sec ::oh c 2. ;$'n Pavers: t. Coordinate with selec s eis Finish selec R3rM:. 3. °a velherht rarnikinp: L Coordirote with materials rwnibh selection schewld B) Door betwele n car age and house sra' er m ins a solid woo core, honega o core side!, P_ &� a Cc,O►a:.s .. - 'l rdSa al s, : ' , -w - sash --w savoi..4 or 20 - rin,i ire rated poor ha ving a rir;murr thicKness or ; -3/8' per 1R:. section R309J '� 1: 7, Std absently: VIVO.SBIAGE AND DRAINAGE A: '"inmw neaaroom nesar ar R �t 6 -8' o r sec:.on R3''5. Q 0 �_ ''��""n B; Mir'mrr star :rraao aeptr O' ;site a 38' rinir,,.r W,'dtr nwe above harnorai: height. Part 2 - Produc: "1ax:TUm r seer cheiarnt - -3 /4' oar i RL sectors +Q3 'S.' aria 83''53 '_ 5uvara niche "two. C; - on or karma'. ",, tie 34' #rim,rr aria 38' , "ax;mtr above tread nosina aro not less A = euhdetion drainage 4' ADS perforated pipe non - ri gid, tray - 1 /2' froo. the .,a Re:urr era . areas tc ua.: par 'RG senc:.or R3:!.5& � 2. Stour sewage "tam: - ^,) Arista: ire oioakino oetaaeer str' -noers at the top " oottorr oaf each err A Exterior sate rdsiro, gates. and Frames. or 6 Oar `RC. sect 079. � Coordinate ;;ith nMataials finis;" seioancCor sahux.ia E; Cover .oalloc space ,+ro r stairs - err J2' Gi.,E oar RC. serctior' 3:11 S. Cyrvers- 8 _asrcr•� Chutes t r a-tir Sultans - orov sae 5/8' cyoe 'x' CaM or 26 pace *, Coordinates whit? materials Firisi+ se+da se�Quid. 6heocrhe:a:.:tr �om ,orbs or a" overiras to she-: !.$'racers arha.' ce so.'-' c:os'rha so "c C. Drain vipex 4' ADS nor- perror tight iineM care door ' - 3/8'. 3. Santa$'•, eewege systems: S cure e,OCK:#C - as Der Q C Sect 0r R6C:B A Smage caiectior 'Ines be °VC ,mess cast mar is notes c .uct.,na ices 'a.' _- - hose notes a-e c- ov'aed nor corvarnce :a or► C_ 5 aria oo not 5. se sw"W; PW a'Bwirin f s o vier a A des-oner itr. � :What c,cm,we s...c-..ra. area s pas loser Qoame or tr'� s;-.uc•..re. =oft 3 - Exeaa;or C 0hw�-_zrs L 6 Vic e C- vie RS "- irks -s nor ri zr+-`I�­ --_ :aces Q&C 3 - ..r .-a 4 k . 5wo ra *tape systaii A% !runes _oaar+oa. A Sax to cr aw- and s,rrowmo :r we. era�•hg rata'a. ca, oata:is. oc ano►a ve iOtad 25 vs� 2 Serrate or aomaae tors - R;. satct -or R403. I o o cric ro dead - ' as: 3 mere. • . e; i°9e• :. - °$'sera~ Bio J" GThorO • yg gW a Ds' .s .� _.lulu : 41 ex . - "�� . 5 mil S L s E "'err ve raa- 25 vs- ` ' = ` °art ' G =eon v8 oaa *� asr 1. . -- ca:'or "ter: aimos oes4v C Sera - are coo• tav .'vie oat 00 as' .. 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' seBC v �e� .s►re,lsls u-�wes -n�owG Q 4P-G 4. - • .• = - store at � ac � .4 W1 r= Zai t = �� _ - W � VC � err= .4 � � : e7 tv .e : _- cum ca z0WW . pC t: am i C RS 1 ! Ir I A 4 tr : iG 1s: l -Jr�'r yptlf t 6 cG avers eerie: orb 4r7 a - ••*tI► l pert P '- k J = atsi re s sloe .Pia = - -ft* A - VK4rs - 0 ---. as a -WWWV0 :' .n*. sle-s!r +sob ,.c r vast 0.0 i =Yee a terns► v : xa oar vii salGO air Q► sRctv %@C3 6 CC ^'.7F err - in lCrct '$'rota;$' a zp� I t zem � Wier =0 war - . A zem stn! -'der! aide r ,.e W131111111111111112 n" - f_ M Fr : - 0---AC 6= l 6r%X%00 ZORC-1 s s ; steer s' s c - 30M sat - exp6p es at :! MA or IR. AM lint ' i n w gait vu6'01111111110 zw =r0_ 0" Z irk -jer1t 9Wrtlt 'Vn 8WXM W a99 1'l9 - _0%* aWJW 5 tie= tiler =C .:W O! at V A" ant Jut - CW0 a aomp * 03�W QAV - Q24CnTE (cont.) 3 Admixture A. A!' concrete loner'' have water reducing adm►(xture6 except rd FOOtingf. B. A'► eintralnmerrt wall be 5 - 7% in all concrete exposed to weather, !RC 2003, Table R4021 C Coloring agent i. Coordinate with materials rinlsi+ selection schedule Part 3 - Execution END DIVISION 3 Div�slon 4 MASONRY 04100 MORTAR Part 2 - Product I. Type 'M' or 'S' mortar with integral waterproorwg agent per I R.C. section 860 1.1. Part 3 - Execution I. Per I.R.C. section R*017. 04150 MASOt1 Part 2 - Product I. Anchors and Ties: To be corrosion- resistant metal ties per I RC, section 8103.1.4. 2. ,Joint reinrorceme'rt: Standard strand no. 9 U5, gage wire per I.R.C. section 8703.141 Part 3 - Execution I. Per I.R.C. Chapter 7. 04200 UNIT MAS,QWY Part 2 - Product I Brick mason: A Exterior locations. nameWe 1. Coordinate with materials finish selection schedule. B. interior locations: nameh+rg: 1. Coordinate with materials finish selection schedule, C Pavers /planters: namWO I. Coordinate with materials finish selection schedule. 2. Concrete masonry units: grade N -1 CMU, unless otherwise indicated sizes per drawings. A. Special units: I. Coordinate with materials finish selection scrmdule. 3 Glass masonry units. (glass block) Per IR;G. section R1610. A Exterior locations. nameh,rg: 1. Coordinate with materials finish selection schedule. B. int locations: nameMfg: i_ Coordinate with materials Finish selection 6chedtule. Part 3 Execution I. Brick and Veneer: A Brick veneer shall be supported on footings, roundation. or other non - combustible supports It shall have i5 Felt bathing and ties at I per bad 2 s.f. of veneer. Provide i' minimun air space between veneer and back.irng. Provide approved dashing at base or veneer with 3/16' min_ rood weepholes at 33' of max., located immed above the flashing, extending from the air space to the exterior. Veneer shali support no toad other than Its owr weight and the vertical dead lead of veraw above. B. Per !);Zr-. section R103.1. 2. Concrete masorry un (CMU) A Comore nasorry unit walls shall be constructed to conror i to ASTM C90. it shall! be laid up, reinforced, anal anchored as elhown On drawings 04400 STONE Part 2 - Product I. As shovel on drawings. A Exterior locations: rnam"Fg: i Coordinate with materials Finish selection scradule B. interior locations: namaMfg: 1. Coordinate with materials Finish selection schedule Part 3 Executlon L Stone Veneer: A Adhered per manufacturer's. instailation instructions and in a ccordance with IZZ.O. NES -Wi- END DIV150N 4 DIV15ION 5 METALS gb= "ETAL FASTENWiSi Part 2 - Product L Bolts: Use sizes and shapers per owgs, or as needed for irate nded purposes_ 05,E METAL FABRICATION °art 2 - c i Gt i_ •teneraiis and c Ircrra:,s. Provide r sires and; toms as wmr per *&,S _= ND DiYSiCv 5 Div *Or , 'NERMA. AND MO I STuW PROTECTION 19 - Part 2 - Product I Per i RC. sect ion R4O6 Part 3 - Execution I. Per I RC. section R406. gig•.: _.r Part 2 - Product I. Ground cover: b mil polyeth *w: olack 2 - Building wrap: bee the 'TYPICAL BUILDING MATERIALS' list on the edr Part 3 - Execution I See Division 11, Energy Req uirements @ 1200 iNSULAT iON Part 2 - Product i Fiberglass or minerai wood Batts, blown mineral wool, and extruded polystyr A_ UA!ls: 1. See the ' TYPiCAL BUILDING MATERIALS' list on the dugs. B. Ceiling: I. See dike 'TYPICAL BUILDING MATERIALS' list on the dugs. C. Floor: 1. See the 'TYPICAL BUILDING MATERIALS' list on the dugs. D. Slab on Grade: R -10 (per W.SEL- Table 6 -1) 7. Insulating roam: A- 5tanderd sealant foam. Part 3 - Execution I See division 17: energy requirements MA Part 2 - Product i Shingles and rooting tiles: A. See the 'TYPICAL BUILDING MATERIALS' list on the drawings 2. Marbram rooting: Q 3 -ply hot ;mopped. Part 3 - Execution L Install per manufacturer's recommendation and Chapter 9 or the IRC. 1 Part 2 - Product L Siding: A See the 'TYPICAL 8U!LDiNG MATERIALS' list on the drawings. 2. Trim: A 588 the 'TYPICAL 9U;LDi .s MATERIALS' list on the drawings. 3. Soffits: A See the 'TYPICAL BUILDING MATERIALS' list on the drawings 4. Other: A See the 'TYPICAL BUILDNG MATERIALS list on the dratufn Part 3 - Execution 1. install per manufacturer's recommendation and Chhaptar 7 or the IRL. 07600 FLASHINIG AND SWEET METAL Part 2 - Product L Gauge galvanized, prea:firlishned. Part 3 - Execution L Install per Chapter 7 and 9 of the i.R 01100 ROOFING SPECIALTY Part 2 - Product L Vents- A. Ridge vent: nanuract.ureed by: L Coordinate with materials Finish selection schaduls B_ Mushroom vent: manufactured by: I . Coordinate with materials Finish selection achmdule, 2. Gutters: A Continuous Blue precoated: 1. Style: K profile 2. Color- Match Fascia 3 Downspouts; A 2x3 rectangular aluminum precoated: 1. Colas "latch Fascia a trim B. Tie to 1 drain "tar. 9ZE00 SKY_ *WTS Part 2 - Products 1. 5kyllghts to eonreonm oath iRC. section %Mk- 2_ Manufacturer, A Coord inate ;with mater finish wiection schedule. ED" SEALANTS AND CAt4 - K,NG Part 2 - Pn'o0ucts i- Gaining A Styrene mta de is caaking (SIN ' - Color- *rater sidina D! ISICN DOORS AND .r1NDOWS i vie'-or 6 Mm ..O= DOOR5 (-cor _eve�, '"'"ash _SV8..ziloeir -eve) WOOD Alt:) F'L AST ICS Par. 2 - !'roducts -% t % -- L °erns'. aoea doors. A Comoina:e w_;r ma:a'as r .o r:sr seactr 6cradi a /� p�� �+ X 600 9244- CARS�._i nTR- 2. -. lull'' wo00 doors: A Coorca'ora:e e raatrr a+s r'rn:r seim= m sonam' t U C 3. 50e alma - aiYsttare ldom)} A Coma .A-atgir a a r'rr:sr seieGor samze p_ Rar. 2 - 91 -odt.c: 4 R'aLo door: A Ceo►a•ha:e v-a4 r - - -sr Me=-or screm.at i �.W ltd •.•.amber_ vrar* mim er vu - oe memao r co�or"alncs nth :the .arn:teo 5ca;es Doer_ a. Jrrner' A. Cooraxssta a'tr yea: as 'r sr se>e Sir sorheor.as O •'.fir. -C, SLanhGiarO RCfCClmGG i�1C. a5 20? 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Bra? : rats srv1r _P err err. rot i xccs ' arena ter we as - Ems- : 0 1 6 4;K 8 e rr.c :c Viet ,- r ranas-cs or -a R -, ' v-e ..o►'a- :t 7't ' ai.rs+r -4 C 0hw�-_zrs L 6 Vic e C- vie RS "- irks -s nor ri zr+-`I�­ --_ :aces Q&C 3 - ..r .-a 4 k 1- art arc W- 0 0 W.-Am we ca' T* = we qbe-3 : -^-' .PW rALL C . = cr s !Sf - 1;_�.S__F7 �'" E_ - Ft:: °actn.uG L Lac-vats i°9e• :. - °$'sera~ rt .'.=wooers ov- torus$'+s ' -r sec cr wmoo.oa i .ne is lane rt - C.k S._C A[s "j-=_Q J._3' ale v► re !M'r►-M w - wo% a'C :aria A _ -:Si :4Cr*$-4ftR to _Pe-aav OWW mlfser.t sleeime77a ,c 0oe*oipars w v w • is =- W ass v fecsro4le I Ce va free :rile -- ...r.�a. Ji.:..- - `reKe� "A'?ta.5 at v► ra s+aisopm r. r" 0a v A = $''flit*' 2401 -- aoV- �hMWOO -'•r free O !C>�+t A - cTQIrae 4 T *.et a s ' "-W seal" a► 60WC 0 !! :chin -aaow gum k Sere - aria 4014" 0. A ' je - r :Ae as - giciiii.d"Ov OL r.ev'dholsta pry *arms '-%V srsr= or aw"O.16 . Sere 0rr04P am= fieec amem"t 7aw-w u e ssa der ww r Coc sec a■eweio� -60r.nAts P_ 40mo e.. date as Val a at am Cr doe scat airs or !C sect o► WC a; b 5iiowAmr aria Orr t - i svr-ooelis t a tlreeoc ant alt tv acelt .IWG d Cov'owate acv- vrAras ' +e► seem v arno re a -aw = rW tesa Wep4a 6 daft C OWWOM we 10 O furgClM w!!i _ Z4040406 air q ~4W riper s w=w eO�.re A OiCiMmRs a v. wet'a'ae - ►r usem or swso re "Wt 3 - $ems sp► 9C �v�.,a • IL fir% w -gawp is . .� amt - we 'Ape !'.33 r: o settee► W coos; Oyer uve _____ _ _-. .-."--. _.W__ - _ _ -_.__ __ - __ ____ _ _ __ ,_ _ . - _ - ­­_ _ __. _ ._ _ _ _ _ _ _ _ � 4D qp it ti • 4 T_4LE Part 2 - Product L Ceramic, quarry and marble tiles- A Coordinate wit$'. materials rin!61'1 retOCatr scredu!e Part 3 - Execution i Rotor to manuracturer's recommai dations 1 550 WOOD ; LOORk W.3 Part 2 - Products 1. Type• A. Coordinate with materials flnlsh selectlor schedule. 09650 RE5 I T FLOORING Part 2 - Prockict , 1. Type: A. Coordinate with materials finish selection schsduie. @*80 CAR°ETiI 2 Part 2 - Products !- Carpet and Pad: A. Coordinate wit?, materials finish selection schedule_ 0 W&P- AM TI�Part 2 - Products 1. Painting over prepared surface per manufacturer's recommendations A. Coordinate with materials rin!sr selection schedula 0°I950 WALL COVERINGS Part 2 - Products 1. Type: A Coord with Contractor /purer material selec tl on s. END DIVISION 9 Division 10 SPECIALTIES 10200 LOUVERS AhQ VENTS Part 2 - Products 1. Hardware cloth screw 1/4' x 1 /4' on soffit vents as detailed. 2. Cont imuexh 2' perr oarmed metal sOFF vent as detalied- 3. Roof vent (See Division 01100) 4. Other vents as noted per plans. 103010' PREFAEICATED FIREPLACES Part 2 - Products 1. LocationAriodel /Accassorles: A_ Coordinate with materials finish selection 6chhsd6ia Part 3 - Execution I See division 01002b For rise. assembly requirements for fireplaces. 2. See division 11 energy requiremei'nts. 10400 IDENTIFYING DEVICES Part 2 - Products L Building numbers A Coordinate with ematerla finish selection echedul8. Part 3 - Execution I Install in location per jurisdictional or" irame'1ts. 1800 TOILET AND BATH ACCESSORIES Part 2 - Products L Toilet and bath accessories: A. Coordinate with materials rtnish selection schedule. 10 UJARDRt:>'BE AND CLOSET SPECIALTIES Part 2 - Products L Storage Cioset: A_ Coordinate with materials Finish selection schadu 2. Clothes Closets: A Coordinate with materials finish selection srhhedule. 3. Pantry. ,ND DIVISION 10 Division 11 l5W PLI1'i_' a2N6 (cont.) Part 3 - Execution i The - nstailer to design the system to spp►eapr,ate j a sdicuoria requ'reener,ts and r,�m ct: on m a manner comel4tent With indu standards. Refer to 9eI r 1 5500 ±�VAQ Part 2 - Product I. Forked Air. A Furnace system: 1. Coordinate with materials Flnlsh selection schedule. B Duct work and nsulation: L Coordinate With materials r(nish selection schedule - C. Air cleaner. !. Coordina with materials finish selection schedule - D Controls: I. Coordinate With matwrials finish 6814lction srhOdUle. E. Registers with adll ultab!e supply 1. Coordinate with materials finish selection schedule F Provide ftr sstopping at 'B' vent location per iR_C. sectiora 86029 and 6242515.4 2. Faro - see division I1 energy requirawts. 3. vents: !. Coordinate with materials finish selection schedule. 4. Exhaust Ducts: A Terminate outside building and equip with bad"k dampers per UMC section 504.1 Par. 3 - Exeec utior I. The meta ller to de6lgn the system to appropriate juruiletiona l requirements and ru nc in a main$' consistent with irduistry standards. Rarer to general requirements. END DIVISION 15 Division 16 ELECTRICAL MAW GENERAL Part i - General 1. Electrical bystans to be bidder designed. 2 Regulatory requirements: refer to Division I - General Requirements. 3. Contractor to provide electrical diagramming laywts, design Circuitry• follow lighting plan If provided. A Coordinate with other trades. 16200 E O=R Part 2 - Product L Wire and Boxes. A Volt: 12 6A (3) Wire 1. GFI a Damp Locations B- Low voltage: standard type 2. Panels: C-rcult breaker box fully labeled A Capacity: Bidder Design B. Circuitry: Bidder Design 3. Grounding: A Provide (1) 2 1R' schedule 80 F'vC conduit at concrete stem wall for electrical servlce and (1) 5/8' diameter x 8'0' long galvanized rod For electrical grounding 4. Snolre Detectors: A- Provide and install per iRC section 8313. 5. Fire alarn: A Provide aril Wotall per NEC. and as required by governing fire marshal I, Pan 3 - Execution I. The installer to design the system to appropriate jurisdictional requirements and function in a manor consistent with the industry standards. Refer to general requirements aid IRC. 16200 Q.OP!S NiCATIQi6 Part 2 - Products 1 Intrusion alarm and see wits detection systems: A Coordinate with materials finish selection schedules 2. Prhoft system: A Coordinate with materials finish selection 6c heduiee: 3. Intercomruunication "tan - A Coordinate with materials finish selection schhecUst. 4. 5tereio system A Coordinate ;with , materials Finish selection schedule. EGIU r Pfi!"NT L IGHTMG IW MAWENANCE ECA:iPrENT Pan 2 - Products Part 2 - Product I. Cixtudb: i- Coordinate with materials finish selection schedule: 1. vacuum cleaning systw 2. Control- A Switches L Coordinate with materials finish selection v*00ulG A Coordinate ;with nateriais ren;sh selection sc h dulee 3. Des OW ; 1- Coordinate with materiais finish se.iection schedule 4. Boxes: L Coordinate with materials finish sebctior. schecsulia '= =1450 i E21DENTiAL EQiPMENT 5. Other: i- Coordinate with materials finish selection bel hedule. Part 2 - Product Par. 3 - Execution Garage 000► opener(a) !. The illstallel' to design tire system to appropriate j;ribd►ctiondl renc�,irenents and function irr . a caner consistent auth the indns standards_ Ra to a 1 requirements. A Goa wit? mercer ale F nisrh selector scihed;uia r gamer at 'roanin cl board cabinet (or drawer). END D vt510N 16 A Coor dirate ;,itr+ ra b ter ais F-m;w sec:'or sdvdi6•a 3 =rae standing app::ancas: A Coordinate alto materials rise seidctior 96>erea.!8. Division ,' ENERGY REQUIREMENTS END D _ V'51ON " It;0,&4WsTON STATE w CODE: .^, : v a or 2 Genera I Nottt: L Eiact• c water heater's) shat' rave a separate: porter or gas VuWff per JSEC Sec. 5044. `ZSi•;iAe[ 7. !�►ovi err rmcarlareMibi hse e. +.' a:ed su• sees, 1►!tJ'+ a m rhe in R•+C trs+si r ens.►•.ar-a r �r+er 7500 LJk ' �tEAT*'�'hh? a ;watt cheater is 'rotated it an atimateld spacer a 's set or, a concrete roof veer :r6cc Sec. = 2' Part 2 - 400e.C'. 3. .(later neatCrb are to -am a:i 'egerrre'Jrheaihtb or tire 18 !Vatidna AQplianhcC =resat. :o'sC'va:'or I ,wiridOC trentriamt. A Coiord:na:a , - tr TdtereS4 rrh,sr w..av_or scriaim"e Ac: '!vAEGA: and ve dbrsleta pier .u6EG Sec 504x'. � 4. - gimp s a bre etting s sia I : vo sal to 20' F or A9' C per ..SEC Seer 7043 =!� D:Y S'CN 5. 5 and av& -"As era:: ltreet side to. mass trww or • to, 25 qpm Der X:EC Sac = 9, aron .,.AC 5 -56 -0460 C OWAr A Sec 402323. D v`s;or '3 6. Raor/Ce"aw +s..:at:or to corn-err. 44J. i:aEC Sec. 5W. Sf'EC A� CONS'4rC' ON A Barr'sa to mama~ " a'- seac* soove vWkA.rt'on OW 'RC B. 3a Fr':eb to extera 6' ver titer .err. 00ovre tier t 4*" t or 33@ F'0b 5 C_ 9arrles to enema i' verrca:iy above moose r': ihs.at:or_ =a•: 2 - Oooa.ccs '. 8=onoer des -aerr -4. rs..At or to carro►r , i6EG Sec S02_:.4b. A A.. raced o t: •r6,,;atior to as race stav:eio to avoid carfa► Mon. M -C" .err; B_ » ='o► r: .eaeeo watts a s ^. 2 - °oomc ° = oor *$'..;atop to cor►o►r tv &GEC Sec 50-0': Es 4 - --r', A rh = oa +er tator vrs to on OW-8.60 so :.-ha: yha:ao or :the Wart 3 ciao'. :rho oe.oer sr �"aca A C oora -a:e - :r ra- -era s r- sr soot: a- soma- s :e ere v cr ^�I ti or ate - ow 0%_Jsr . r t=1 R ---- - '�` - A-.-.'c c ono ac svaos &=101" &=101" vrnee::s auto s..rev Ono rdB:rhs- sr,aoea to a errs Eti; '-'d' v5;7► 3 c�. V It l �;` , t 4I'r I B A l salli, va er..:o tie onsi or or :rho u►ovhamc i s.eaces ee► .. EC Sac 5$'02 '4 A - . rt3c e r .. _ � c . le. "'i;.re era :•: tc � orr �'r .5E... Sec Sew b ^n10 �.ICi1 A =ours to -sve a evhe x_ � Cr eels' a -av T: oaker✓z.ane or era=: -a ria vta:sa , -azalm :Jw£" Ys 5"5'E 'S • vaav or or na;a Leo 0 -n* ..err so we b o` w •+n. er at - err o .SEC Sec- 5=_ *2 - _ ,, � 8 .a s a vs ve a Bann" -r sraer IL ResrCesslled cr t n_e r n* :+o coop i. -r .15E- sac: err W,1 AA __` �i �.a` rA -=R � r - C. r J' i. _'S.rd: or s *s al CIO " shC7►..rB � :.O 70 "161. _W .J Q- era .ii'i d! Yhe7�l � iiiiii-CMIct yL °err: a - „ .41 es b or 6 -: :)4-=.a s A &►_'acr..ra- -iooe ri rnae � 3 arorr..e _ : - rasr'a s '• Sr s8eo.�ar sahera.e. 5 x "b: • $'tole ao�'�sns gc►rno cover sire . Je a a a�x :rho _aa,rod .. •r>r --&. sopacas ' PC Vo�4" Ctta.JUd :.Ortr s :C cc Over - -. - • - _ apoero a ;ns O:.' a : v ia - _ �a 0.0 ax-two D ♦59� 1V I Z a.o+a:. � cra. =#--a tc 70 =avnw:err .a :e• _Wz Sac S¢':_b A �, T h '•t'v' ... -r♦ n% - ssr'-er or doors smr: sei: +- :.a wors s*s oe wrier sr vvev ew JWC 5sc 3C: x 3r - l1rV - ' E 5W. cc -0 aro :,,e ..star or,-0 r .rccrreo :.0reeo W'scss she � rnerrso veer ..SEC Sec --s o' 3 "`�� i�L' a23' Ara . ou zh is S' -76 ,lo t- C � CA- * -ar. , c M=s r .rcomC7 : ortl0 , ilicia:e s ru tie M-4 10 a -r co R-8 sir -fSC'C 50-- 3C3 3 bo ff i�!41omi Wn§!- QCs _-A ='1." »R 3.', - =a^ - sam a A. °airs = =or'c. ii'. -r : °etc - 0a' •rte 4: orr - _W_- irao-.s var trna _Asirw4zo► 5r:s-.a 00-4p :a "_Sir :c 0e o order !2m a vr_ r_ a► a-o xarav 4 24 =- C.oraa i.:.12 S=ap 31103 Rea►.a:vr•. -sd.. -Sri r-a £ A- eelape sa►w-as 1c :ore : - M .fi C Sec 5C. A = A 8:s .c D v s v Samar a +�aat.•arrs C %he = d; .t?;. rIG Brews aro -beg., r'x on cibdC sera Sid �suc O' r dwr-wltrt:- oast t 3 : a--_ acz0- .o"� a4: c .afl __ aro - i1: a &. a.0..: ,err : f - ea mm yr ww : 5W_ Sic. .L-'- :•o?t7 $'tors . 7 Sir_ her ~;ores 1 r'.r-.w a• . c ry a VWC . "MM. MM. ono odor -o m I ocar -a6 vs.,how .,a a arse = =sera: Or .& �yi = OC7wpr t 0W.+M .a is ar"ti7 - 0& PC .4 fiat• 'era^.: - ft vo.G . o cm are t:.: -hOS it 'tiW-4! at Zionist Z:zr's Cut .z � ser'✓Can .r-7 .a s 'Coo -A a'7?! B"L'! ' :.. s se Zas dam c c' s � ee -b a ' a► era �,o 0- -aaset 5 ers• a-M - -ra a.. one ss veoe at. -- tam Ctrs :.ass; - 3" ..7 a■nv lwii r 9=W W" : loom Mar coca Ors briers 01 7: ers.re s - E>;_ C 115011 ' : s >- •Jere GW -O*U a: OW I: :am 4 == o!' acs: or � at7= •a"hci � ^ 1�` ° 's'`+ a* a- t9P_`Weea or -no-00 s�LtC = is vs oua eC - 7n! a. 0- C %.= v rue q - - L V J iirslsas � ;t :a .rte sat -l.,a 4 0 'd .s sure eve oc.rea ere -Sow 7 718 9V.c..r! � � � i a►rc are aa:ssslL-is G .i: -so PC T CDOW Sec$'► Crass W :� c .., 3P 00 s were$' : AM WO Sralm . IM _ s•!cF'_ soar : ° oowyc sawcoMt A - Ct mail$' "eat;! ":turf s or J'10w► A 7 :ammo! 'Uer..era sit_ te r 11 5 -.Gets sic 'rimier era? :It ', Wa .r.%* C " P. ~ -e'-'r w we OF aeraas 4 0 X !~ •hstvrire -s►..a c vats arty Ammer• wrot st amcp I I -awe bier emalir. 4W 6017- A �vC8 ... MPNGC 4 v wr► tae v to lilt "W ~-CW .eve 4&%P samelea erwt -der anti: 4 .suers a A.aliowc 3v•wt spowr boar aelro' i --•-- _\ I .: _- `--, � i kk � i `� � 1 ) - - § . � t.-I 44 O I-- II I -% t % -- I E=41 r� Xz U C 8 ;60 I I _, ...0 ,`. I I I i W z } m Iii Z ��1 - i i L_ . CD a I C0 �! I I � 1111111111111 CA t.-I 44 O I-- PA -% t % -- 'N h E=41 r� Xz U C (D ;60 I- _, ...0 ,`. Ie" U L_ W z } PQ Iii Z G CL 0 V C0 �! 0 Q 0 -N :�� \_1 U H Ig - < A L_ .. - , I ;a a Z 2 _* F :_ �' PQ C ;.; 44 4 W a 04 � 0 ry- a I xz b-4 )_ o � q x0 02 x (f) L 4 L etrr� x � � E111111111111111 %� rA - '� 1: � • t.-I 44 O F A' -% t % -- 'N h � =+ t= N � p :o N �� EM+ PON" ( .Iv 1 � tz '4 _, ...0 ,`. 04 % i % 6 '1 4 z � � . _* F :_ - _ . 3'~ •.c Zl _ - - I� _ __ _ ._ _ _____._ -.._ _ _ _ _ _ _ _ - _ - r a L Is CRAWL SPACE VENTS CRA, ', SPACE ARE � Sr 2. CRA„ui_ 5PACE AREA / 150 ( - 5F OF VENT AREA REQu'iRED 3. VENT 5'ZE _ 1 4'x8'x."Q- ( - 15% EF'FIC.ENC "i _ .58 5-- =ER VEN NE'' FREE AREA 4 VENT AREA / 58 = i2.' VEN REQUIRED. 5. i3 VENTS ; 5E E PLAN FOR L OCA b. I3_ VEN75 x .58 = _ - I.•54 SF OF VENT AREA PROVIDE ✓. T. VENTS SWALL BE COVERED ;JITI4 CORROSION RES WIRE NIES+4 WlTN OPENINGS OF 1/4' MAX. 8 VENTS LOCATED 'N R'" JO`5T 'I U57 BE PERMAN BAFFLED. WSEC 502.1.4.7 .D r-- .n ! i t i DI .. v FOUNDATION/MAIN FLOOR FRAMING PLAN ° Rwv r r -C 7 ^ /^ �. opt n I� L i4 z Porch Cry "y ',�k�frt'';� r, SON �� 1:� ���� Iv s t4 A dT GENERAL FRAMING NOTES 1. SEE TYPICAL ". ATERiAL5 -IST ON 5EC "ON 5}4EET 2. SEE 5+ -+EET A -1 FOR AL:- GENERAL 'VOTES 4% FOR ALL REQU!RE?"E'NTS CONCERNING "'1EC:4AN'CAL, PLUMBING, AND ELECTRICAL, 3. TRU55 DESiGN BY MFG. TRUSS PLAN 5HOWN 'S FOR GENERAL LAYOUT ON LY. SEE D :v. 600 5WEE' A -I - TRUSS LOADING SEE DIV 0i0001.A SWEET A -1 - TRUSS SPAN PER Fi00R PLANS - TRUSS TYPE PER R FRAMING PLAN 4. ROOF FRAMING SPACINCs, 24' o.c U N O 5 ROOF PITC"- EXTERIOR PER ELEVATION INTERIOR PER SECTION. b. RAFTER TAIL 2x4. VERIFY- ROOF TAIL AND RAKE OVERWANG PER ROOF PLAN. 8. ALL HEADERS ARE 4x10 DF 0 2 UN.O- PROVIDE (1) TRIMMER -STUD UP TO 4' -0' SPAN AND (2) TRIMMER 5TUD5 OVER 4' -0' UN.O. SEE DIV. 06100 SWEE A -1 3 STUD NOTCHING AND BORING PER I.R.C. SECT. 8602.6 - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 409'0. - 60% MAXIMUM BORING IF DOUBLED WITH NOT MORE THAN (2) SUCCESSIVE STUDS BORED. - NON - BEARING MAXIMUM NOTCH 40%, BORING 60916. - HOLES NO CLOSER THAN 5 /S' TO FACE OF STUD. FOUNDATION KEYNOTES CONCRETE STEi"s WALL 8' WIDE WITW MIN. 15'x7' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SWEET A -1 L -2 CONCRETE STEM WALL 6' WI WITH MIN. i2'xb' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Div. 3 SWEET A -1 CONCRETE SLAB ON GRADE SWALL BE A MINIMUM FP -3 OF 3'/2' THICK STEEL TROWELED FINISH, W/ 6x6 Wi.4xWI.4 WWF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SWEET A -1 FP -4 rox6 POST ON CBb6. I• ABOVE SLAB ON 36'x36'x6' ? FOOTING ON SOLID SU55TRATE W /(4) 0 4 BAR EACH WAY. SEE D!V. 3 SWEET A - 1 FP_S CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. 1 SWEET A -1 FP -6 ALL CRIPPLE WALLS ARE TO BE SPACED a 16'o.c. UN.O. AND TO BE OF A SIZE NOT LE55 TWAIN THE 57UDDING ABOVE. WHEN EXCEEDING 4' :N HEIGHT, THE STUDS ARE TO BE S 1 ZE D FOR AN ADDITIONAL FLOOR PER IR-C SECTION 8602.9. SEE Div. 6 SWEE A - 4x10 BEAM LINE. MINN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. (p SWEET A - ! FE,_g 4x4 PRE55URE TREATED P057 (5CA5 POST AND BEAM WIT" 2x4) ON SO* FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST i BEAM SPLICE 4 POSIT ! 'vlE CONNECTION F ROM POST TO FOOTING. PER DETAIL 161DI_ SEE DI b SWEET A -1 FP I -9 II b MIL BLACK POL`KETWYLENE GROUND COVER ON GRADE. SEE DIV. 7 54-.4EET A - ! FP - 10 ELECTRICAL SERVICE: PROVIDE ( i) 2 1/2' S , 80 PVC CONDUIT FOR ELECTRICA, SERVICE AND (I) 5/8'x20' L ONG GALVANIZED ROD FOR ELECTRiCAL GROUND SEE D!V. 16 AND VERI W/ 517E CONDITiON5 [ BLOCK OU? IN STEM WALL FOR DOORS, W VAC, ETC. AS REQUI � -1 '8'x24' C RA;UL SPACE ACCESS :NSOU A7E AND WEAVER STRIP. SEE D +v. x1002.; 5+ -,EE' A -122 55URE BLOCKf!NG OF 54" iE 5 i ZE AS ADJACENT JOIST. F 4 I 24'X24'X7' I"' =OOT iN.G ON SOLID 5U5S W/ (2) •4 BAR EAC"i L"Y OR '2'X'7* STRIP FOOTING PER DE T AL :la/D1 Ep _ i5 30'X30 'X'' ?"AT FO07!NG ON 50L 5U55'RA :../ (2) 0 4 BAR E AC+-• ;.;A" ' OR 15'X ' STR, t* =00"' • NG PER .^)E -A1:_ 1 61D'. 36'X36'X'2' ^"AT FOOTING OR 50LiD SuBrTRA'E (2) 0 4 BAR E AC*- ;aA e ST,.B 5 '2' -N-0 5_A!5 SE �� 5v b5w -EE A -- 4 x8 5=-A? - NZE. 50- D B_O'.- <%Cz OVER S�:"OOR�- SEE D v 5*ON 06100 5•-EE' A- -22 °4OV DE 50 - D BOCKNG `-- R,..;0 5- ^. c N?iV DE 5 A' - -7 AREA 0= AS ABCVE ADD BE_0A... SEE D V. b A -' C-E ARA.NCE O= B EA�s - r' -° -[L EX =N✓ a E ` 1. ac- ' 3 A.'' E -- EDGE '' COtiC'� SYMBOLS &LEGEND _✓'.� - R.'- NS- = R\!.s yeti 7 r v_ qy- y = BE rSE T = .J04 9F 01. - G* �. - •ebCvE - me. cu v Z-ow N C - S - 1 1 LNC tf EN qj 0 4 �4 ll'"� 11IQ esu3M STARTM MOB OnOM A2 $0 • 4 q U w C fA � � � L G u � y o w r L o Z m - iI F- �-- L o y fA W} u� 0 Q v 0 N tf EN qj 0 4 �4 ll'"� 11IQ esu3M STARTM MOB OnOM A2 $0 • 4 q U w C fA � � � L G u � y o L o Z u N F- �~ L o y fA W} u� 0 y V z r-- tf EN qj 0 4 �4 ll'"� 11IQ esu3M STARTM MOB OnOM A2 $0 • 4 q �- '�- ��• -. a a. • - fir. -�.r -s i..-..�.� . HEATING SYSTEM SIZING TOTAL SF OF HOME DESIGN HEAT LOAD FACTOR DESIGN HEAT LOAD 2022 SF 20 Btu /h -ft2 l 0,000 Btu , -IVAC DE54zN LOADS CALCwi A'ED PER WAS«41NGTON 5'ATE ENERGY CODE. C- O`M;°L ANCE LJ:T" CHAPTER 9, PRESCRIPTIVE 4 FOR CL I1"1ATE ZONE ' - 4,N,O. 1 .D nj GLAZING CALCULATION TOTAL SF OF HOME 2022 SF TOTAL SF OF i G LAZING 16.9 F S TOTAL % OF m GLAZING _ 3 42.5_ % S.F. 5 CALCU U5 THE REQU'REMENT5 SET FORTH !N THE wAS+4!NGT!ON STATE ENERGY CODE. REFER TO ADD ' T OVAL DOCUMENTATION TO SUPPORT 1"MET;.�ODO.OGY OF PERFORMANCE GOMQL I ANCE i m i i � r � at- SYMBOLS AND LEGEND - - wmmwm� LF_1 FAN- DIREC'' VENT 'O OUTSIDE rlECHAN!CAL, PLU1"1BING. AND ELEC'RiCAL. -BAT +'4ROOMS /LAUNDRY 50 CP11 "iN 6�'STEf"q FCR ;.NITS: PER DIV. 15,16 SEE S1-+EE7 Al - KITCHEN 100 CFM *'111, -WHOLE HOUSE FAN 100 CFM 1'11N., vT05 FURN 1( 9 W�40LE HOUSE EXHAU5T FAN CONNECTED TO A 4 H OUR TIMER - 110 CFM MIN., VTOS A. PROVIDE " DIAt"IETER FRESH AIR NTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE [T] THERMOSTAT * 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. C`O IIOv SMOKE DETECTOR PER 5' PROV TH ERMAL EXPANSION TANK AT WATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER H EA T ER TO FRAMING AT TOP AND BOTTOM. PER UPC 5E C. 608.5 A UMC SEC. 303.4 T 24 LLOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRE55URE RELIEF LI PLUMBED TO OUTSIDE- fir_.._ T '0�- i Covw P" .MAIN FLOOR PLAN � A7 i \ soft weff R CE fl ..� I mot- 't wgizook col q %a65 *0 vowoomp r GENERAL PLAN NOTES I. SEE SHEET A -1 FOR ALL GENERAL NOTES AND R.EQUIRE"IENT5. 2. ENERGY .AND AIR QUAIL iTY !NFOSU lATlC)N SEE DIV. 17 SWEET A -I 3 SEE BU!L. ELEvATION FOR WINDOW OPERATION SEE D!V. 8 S HE ET A -1 4. SEE TYP M ATERIALS LIST ON SECTION SHEET 5. SEE SHEET A - FOR ALL NOTES AND REQUIREMENTS CONCERNING M ECHANICAL., PLUMBING, AND ELECTRICAL. FLUOR PLAN KEY NOTES D�l OCCUPANCY SEPARATION: APPLY (1) LAYER OF '/?" G.W.B. TO GARAGE CEILINCs UNDER ATTIC SPACES AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR - CEILING ASSEMBLY. APPLY (1) LAYER OF 5 /9' TYPE 'X' G.W.B. TO GARAGE CEILING WHEN UNDER H ABITABLE ROOMS. DUCTS THROUG WALL OR CEILING COMMON TO HOUSE 5µALL HAVE MINIMUM 26 GAUGE STEEL PER I.R.G. SECTION R309.1.1 SEE DIV. 01002.6.A. SHEET A - P - I MIN. SOLID WOOD CORE, HONEYCOMB CORE STEEL, OR 20- MINUTE FIRE RATED DOOR SEE DIV. 010026.8. 5►4EET A -1 P - STAIR ASSEMBLY NOTES: PER I.R.C. SECTION 83115 AND DETAIL 12/D2. A. 4 MIN. 6' - 8', WIDTH MIN 3' - 0'. B. TREADS 10' MIN. DEPTH AND MIN. WIDTH OF 36' ABOVE HANDRAIL HEIGHT, RISERS 1 MAX. HT. TREAD NOSING TO BE MINIMUM 3/4" AND A MAXIMUM OF 1 1/4' ON STAIRS WITH SOLID RISERS- C- HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL TYPE 1 CIRCULAR TO HAVE 1'i MIN. TO 2 MAX. CROSS SECTION DIMENSION AND 1 1/2" MIN. CLEAR FROM WALL, RETURN RAIL ENDS. HANDRAILS SHALL BE STRONG ENOUGH+ TO RE515T A 200 POUND POINT LOAD IN ANY DIRECTION PER I.R.G. TABLE 8301.5 D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER I.R.G. SECTION Rb02B- E. COVER USABLE SPACE UNDER STAIR W/ '/p' G .W.B - PER 1 R_C. SECTION 831122. F. INTER`1EDIATE BALUST SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. G. PROVIDE STAIRWAY !LLUMINATION PER I.R.C. SECTION R303fo. SEE Div. 01002.6 SHEET A - P_4 5AFETY GLAZING PER I.R.C., SECTION 8308 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZING IN DOORS E. WiTHIN STAIRWELL F_ WITHIN 36' HORIZONTALLY OF WALKING SURFACE, 60' ABOVE NOSE OF TREAD OR WALKING SURFACE. SE E Div. 08800 SHE ET A -1 EGRESS WINDOW PER I.R.C., 5ECTION 8370 SEE DIV. 08600 SHEET A -I IGNITER5 FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 54 T A P- COVER WALLS ADJACENT TO TUBS AND S�- +OWERS WITH NON- AB50RBENT 1"1ATERIAL TO 72' ABOVE DRAIN iNLETS, PER I.RC. SECTION 3012. SEE DIV, 09250 SHEET A -1 (2) LAYERS OF FLOOR 5HEATHINCs OVER FRAMING. 73 /4' MAX. R 1 5EFP- WIT4 -•I ?m' "!N. >RUN, ;F '*IORE T-44N P -9 (3) RISERS, rANDRAIL REQUIRED PER I.R.C. SECTION R31 SEE DIV. 01002.1 5:4EET A -' 18'x24' CRAWL SPACE ACCESS. !NSt LATE AND WEA 7 HER Si - R!P. SEE DIV. 01002.1 SHEET A -1 p 22'x30' AT71C SPACE ACCESS ,:J/ 30' HEAD CLEARANCE. IN51.,►LATE AND WEA""-4ER STRIP - SEE DIV. 01002.2 5+ - +EET A - ' 0_12 =LOOK "'1ATERIAL BREAK _N- E P - u:AL�_ LrNE ABOVE o _ � WAS_ _ ENE BE-!0:. ' . VEIN' RED_ \ .ACES. SPEC'= CATIONS, 5p,-A-_ COh� - O mac. RE= a6� RE'"'E!N'5. 5E= D'V. 0'002B A- �. Z;R O c ^EARANCE ='REEa_ACES 5•- A__ SEE D'V. 0�002b A -' �..,� AR S-.A -_ CO�OR REO.. RE"^N�S. SEE D 0 AND o .^.. = W - 3 - O�',..+G EN NaS ARC'..`NZi ==-\E "R'A' A' EAC-- =_O'JR ' . ZC. SEC ON IW003.'3. SEE 5 '= C> =OR Oc ...A`t5 AND 36' "RDRA _ 'ER R.C. 5E� O'N R32 <+- .C► 50 Rs 5_Or -'ES A` 3z Avc T 5 - A R P o •+_ 5 :E5 =cR - SE - a rc 2oS 3 SEE " 1 7 0 7: ... V. ? 5• �E L - 0 _ 2 • .:'OC »� _ J..,E _ �� :,1..8 � 5 so SQUARE FOOTAG E MAIN FLOOR 1042 SF UPPER FLOOR 980 SF TOTAL 2022 SF (GARAGE X06 SF DECD PATIO 70 SF L ACE '.:r ASS 6 - .& qm AIm 'C 9E, 0.. S=i*CES • WNC CvA0UC cS AfW C1- o ao Sch c� V4 ri � (4 JOb %Q 1i STPARTM "a: - swim A3 � -. - -� .- _- � �_.._• � -. -� - -.�-�- ate... ii/. �� �_�_ � .'+.n�..'_en..�� -� - .-� ...rw.� l.-'- �/�_ ^- T►.'...1w.+ �.-� -� -_•fir �n �"1.►wv� - -. 1�� - -- _t.ii ..._�.-� '-!�i -•mow �..s- .._ '+�.- � _ e�l�.yy�. -ter -.�. .R - !._... ...mss - w. ! 1 9' iv i � m � cn � Q rA � a � �} E CO � v a H I� �- . (0 0 0 a U O C1- o ao Sch c� V4 ri � (4 JOb %Q 1i STPARTM "a: - swim A3 � -. - -� .- _- � �_.._• � -. -� - -.�-�- ate... ii/. �� �_�_ � .'+.n�..'_en..�� -� - .-� ...rw.� l.-'- �/�_ ^- T►.'...1w.+ �.-� -� -_•fir �n �"1.►wv� - -. 1�� - -- _t.ii ..._�.-� '-!�i -•mow �..s- .._ '+�.- � _ e�l�.yy�. -ter -.�. .R - !._... ...mss - w. 9' iv Z L w c Q rA � a Z r- �} cv t a H O U 0 a U O 7) v m q go" LLJ �~ o N C F O v a- *.+ 0 L Ua �, V Z C1- o ao Sch c� V4 ri � (4 JOb %Q 1i STPARTM "a: - swim A3 � -. - -� .- _- � �_.._• � -. -� - -.�-�- ate... ii/. �� �_�_ � .'+.n�..'_en..�� -� - .-� ...rw.� l.-'- �/�_ ^- T►.'...1w.+ �.-� -� -_•fir �n �"1.►wv� - -. 1�� - -- _t.ii ..._�.-� '-!�i -•mow �..s- .._ '+�.- � _ e�l�.yy�. -ter -.�. .R - !._... ...mss - w. bb As 9' iv C ao� N cv t ;n Ilk bb As FTERS AT 24' OL. '. 5i4EO ROOF GENERAL FRAMING NOTES UPPER FLOOR / LO WE R ROOF FRAMING PLAN W , r:w 1 Kr r . 1 1. SEE TYP ICAL MATERIALS LIST ON SECTION 504EE 2. SEE S A - FOR ALL GENERAL- NOTES AND FOR ALL REQUIREMENTS CONCERNING MECHANICAL, P LUMB!'NG, AND ELECTRICAL. 3. TRU55 DESIGN BY MFG. TRU FLAN SHOWN IS FOR GENERAL LAYOUT ON LY. SEE DIV. 6100 5+ -+EE7 A -! - TRU55 LOADING SEE DIV. 01000 ".A SHEET A -I • T L55 SPAN PER FLOOR PLANS • TRU55 TYPE PER ROOF FRAMI PLAN 4 ROOF FRAMING SPACING, 24` oz. U.N.O 5. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 6. RAFTER TAIL 2x4. VERIFY. 7. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S ALL HEADERS ARE 4x10 DF "2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -(d' SPAN AND (2) TRIMMER STUDS OVER 4' -m' U.N.O. SEE D!V. 06100 SHEET A -I 9 STUD NOTCHING AND BORING PER '.PC. SECT. R602b - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 4M*o - (o09e MAXIMUM BORING IF DOUBLED WITH NOT MORE Ti-4AN (2) SUCCESSIVE STUDS BORED. - NON - BEARING MAXIMUM NOTCH 40%, BORING 609'x. - HOLES NO CLOSER THAN 5/8' TO FACE OF STUD. FRAMING PLAN KEYNOTES L f-1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEE A -I r RAKED PONY WALL ON TOP OF LOWER ROOF �_ FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. F_ ALIGN EDGE OF JOIST WITH FACE OF WALL F - 'ALIGN INSIDE FACE OF BEAM WITH OUT5IDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF F _ 5 j J015T AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F - TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WI NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. Q F _ ATTIC SPACE VENT 7 SEE CALCULATION SEE DIV. 01002 SHEET A - F -$ FLOOR J015T - SEE SCHEDULE DWG. SEE DIV. 06 SWEET A -1 F_g I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM Or- BEAM EVEN W/ BOTTOM OF JO STS F-12 TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOIST5 TOP OF BEAM 5' BELOW TOP OF J0157 TO F -13 ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOU N BELOW J015TS F -14 2x6 OVERFRAMING * 24' OC. PROVIDE 2x6 STRONGBACK PURL!NS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. F -15 2Xb CEILING= JOISTS s 24' OC ROOF VENT CALCULATION DAM oN to 7 om Homes Pm Ve" Mom ROOF VENT CALCS BASED ON .R G. SEC7 IQN RS" TOTA_ ROOF AREA 471 r. -F /15o _314 S- OF VENT AREA RE 50 �. A"' SAVE ; 16 5F REC LAZED 5o 0 36' ("N) ABOVE EA = 16 5F REQI.:tRED 3 ROOF AC KS AT 50 5C. IN. EAC-,- 150 S. ti.- 104 5F 55 L 0 EAVE VEti-5 A. 33.50. " �✓_ 1815 SQ %112 126 SF 1 AB -= EN0 V=.TS x 240 5Q. SFAS; :A. =24 5�_ ti.�.n 5F 0 E\:) VEN -5 x o s� •,_ (B=AS; EA. =o so. •,.zo 5F ' 0 GAB_E E ; 5 x o Rr,-'F .'ACKS = 144 5F EAVE V^` - S t 126 tr GA3_E END VEN - 5 R O17 '.^.',C►.. 5F 0= VEN'S r- ^V iE : r 247 5F • \ '/A r� BARR ER CN - --E ,..AR" 5 O= OE _ Ys. -A/ NG G �. �` -�` a ��a - % ° CR .R.::_ SEC a ,,s /=-\- �� B a ,� 30% a i.-E - C '4' � 5- �CC Ir 46 AO dm 41 k 14 SYMBOLS do LEGEND pj r'� ?� 5 M :Ai.O,.��•' s►3 .AXE NC" =qCV =e= % ` -LW =�NCA r•1 � 1 r� f I I I I I I � .J; • tb 0 A a s me Ira _ ftu" START M. NQ : - Gn& i A4 ,- DIST ARE: S a oc q F- y w < QM _ �1 = O V L_ m : 2 n V 0 c_ �.y L_ J co _ � X LL_ I wood I o .J; • tb 0 A a s me Ira _ ftu" START M. NQ : - Gn& i A4 ,- DIST ARE: S a oc q F- y w < �1 = O V L_ n V 0 c_ �.y L_ J Q .N-i, X LL_ wood o p � 4.4 go C:K Z < N C T O � � y O u i•� Z < .J; • tb 0 A a s me Ira _ ftu" START M. NQ : - Gn& i A4 ,- DIST ARE: S a oc q SY AND LEGEND ' FAN- D RECT VENT TO OuT51 CF DE 7"AN!CA AND E_EC'RCA - BATHROOMS /LAUNDRY 50 CFM ". iN. SYSTEM FOR �,;NVT5: PER D!V. '5.16 SEE SHEET Al - K'TC;o4E'N '00 CF'"' "IN. - w -+06_E • 40USE FAN 100 CFM ".IN., VTOS FuRN ASH WHO: E HOUSE EX+ - FAUST FAN CONNECTED ,Q PROVIDE 7' DIAMETER FRFS+^+ A +R yT ,,4KE FRO", A 24 HOUR TI^'1ER - �0 CF"" M N, VTOS OuTSiDE TO RETURN AIR PLENUM AT FURNACE j T"Ege- IOSTAT * 50' ABOVE FL OOR WITS -; MOTOR ZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TA AT WATER 110v S"IOKE DETECTOR PER 1.R-C. « 4EATER. WIT" BATTERY BACKUP `NTERCONNECTED C. STRAP WATER "EATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 608.5 + UMC SEC. 303.4 T 24 +40UR TIMER TO W"OL.E + - FAN D. PROVIDE PRESSURE RELIEF LINE P TO OUTSIDE. ROOF _INE BELO1A. WALL LINE BE-OW - -- T i - -- __----- - -- - - - ---- ----- ___ --�� I I ' I , ' I ' I I i I � I r ; i I I ! I I I I t I I I I i I I I i I I I I I . I 3 1 I - I I i I i I I I i i n 0 cn — • s ti i > . P-* 8 r I - -_ 0 I ` - - - - t'l11 � I Loft 1 ' �•• _ I �, ! I o v �-- Opt � #2 .n - w Bath i _ .: --" _- �+'1 , Hall - - ��- 1 ., �� 1 I 4"32 — , jt•r :r_l' ' L• I4 f r 4 . E ' _ co v - - _ �,,,, -, -- _ 11 T VVIP V Pt fIfIlD ID1 AM 1 15 1w 0 ?� '!0111111111 InI '0 v ' I �f i n 0 cn — • s ti i > . P-* 8 r I - -_ 0 I ` - - - - t'l11 � I Loft 1 ' �•• _ I �, ! I o v �-- Opt � #2 .n - w Bath i _ .: --" _- �+'1 , Hall - - ��- 1 ., �� 1 I 4"32 — , jt•r :r_l' ' L• I4 f r 4 . E ' _ co v - - _ �,,,, -, -- _ 11 T VVIP V Pt fIfIlD ID1 AM 1 15 1w 0 ?� '!0111111111 6 ,_71 GENERAL PLAN NOTES BEE S+-4EET A -I POR ALL G=ENERAL NOTES AND RE QU I REf"ENTB. 2. ENERGY AND AIR QUA: -!'rY !NFORMAT;ON SEE DlV- I7 SHEET A -' 3 SEE BUILDING ELEVAT. iON FOR ; IINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYP MATERIALS LIST ON SECTION SHEET 5. SEE SHEET A -I FOR A_._ NOTES AND RE CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES � OCCUPANCY SEPARATION. APPLY (1) LAYER OF '/z" G.W.B. TO GARAGE CEILING UNDER ATTIC SPACES AND TO ALL 5EAr'15 AND POSTS 5UPPORTING A FLOOR - CEILING ASSEr'iBL'r APPLY (1) LAYER OF Sib' TYPE X' G.W.B. TO GARAGE CEILING aji 4 EN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING C OMMON TO HOUSE 5Y4ALL HAVE MINIMUM 26 GAUGE STEEL PER I -R-C. SECTION 8309.1.1 SEE D!V. 010021v.A. SHEET A -!. 1-%' MIN_ SOLID WOOD CORE, HONEYCO"B CORE STEEL, OR 20- MINUTE FIRE RATED DOOR SEE DIV. 01002bB. SHEET A -1 STAIR ASSEMBLY NOTES: PER i.RC. SECTION 83115 AND DETAIL 12/D2. A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH AND MIN. WIDTH OF 3b' ABOVE HANDRAIL HEIGHT, RISERS I MAX. HT. TREAD NOSING TO BE MINIMUM 3/4" AND A MAXIMUM OF 1 1/4' ON STAIRS WITH SOLID RISERS. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. +44NDRAIL TYPE 1 CIRCULAR TO NAVE 1 MIN. TO 2' MAX. CRO55 SECTION DIMENSION AND 1 1/2" MIN. CLEAR FR01"'► WALL, RETURN RAIL ENDS, HANDRAILS SHALL BE S ENOUGH TO RE515T A 200 POUND POINT LOAD IN ANY DIRECTION PER I.R.G. TABLE 8301.5 D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER I.R.C. SECTION R602B. E. COVER USABLE SPACE UNDER STAIR W/ '/z' G.W.B. PER I_RG. SECTION R31122- F. INTERMEDIATE BALUSTER5 5H ALL BE SPACED W/ LE55 THAN 4' BETWEEN 5ALU5TER5. G. PROVIDE STAIRWA ILLUMINATION PER I -R.G. SECTION R303.6. SEE DIV. 01002.& SHEET A -1. P -4 SAFETY GLAZING PER I.FRC., SECTION 8308 A. WINDOW6 WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZINCs IN DOORS E. WITHIN STAIRWELLS F. WITHIN 36' ii- 4ORIZONTALL*y' OF WAL<NCx SURFACE, 60' ABOVE NOSE OF TREAD OR WALKING SURFACE. SEE DIV. 08800 SHEET A - 1 EGRE W 1NDOW PER I .QC., SECTION 8310 SEE DIV. 08600 SHEET A -1 IGNITERS FOR C=AS FIRED APPLIANCES 'N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOL,ERS W.TL4 NON - ABSORBENT MATERIAL TO 72' ABOVE DRAIN INLETS, PER I.R.G. SECTION 30'12. SEE DIV. 09250 SHEET A -1 P _ 8 (2) LAYERS OF FLOOR 544EATL4fW_% OVER FRAMING. '' MAX. RISER WITH 10" "'IN_ RUN, !F "ORE -SAN Q_9 ' (3) RISERS, +-ANDRA;L REQ'uIRED PER '_4C. 5EC7ON R3 i1.5.6. SEE D: V. 01002.1 SHEET A -' 18'x24' CRAWL SPACE ACCESS. iNS E AND WEATHER 5T'R111=. SEE DIV. 01002.? S+4EE' A -I 22'x30' ATTIC SPACE ACCESS ;i/ 30' HEAD CLEARANCE. !N5l:LATE AND 'WEAT:;ER SCRIP. SEE DIV. 010022 51"EE"' A '2 ; _COR'"''ATER!A,- BREAK �"NE U;ALL L 4 NE ABOVE WA-L '_ BE-0It. VEV = RE=' - ' ACES, N5 - A.__ oc R+ `'ifs. RE= a.'RE" 1 E'r - 5_ 5=_ D V. 0 5-'= E' A-' B_ MRO CLEARANCE = RE °_ACES SEE D' V. V OCM B S_E E 04- i o- •EAR'. SrA` _ '' '^,• QG_ SEE : V. 0002E AND ? A -' D. = REB_OCK O=EN '%4a6 AR0.ti:. ONS A EAC-- =_OOR °ER ' R C. 5=_C' ON R*"3.'3. SEE 5 °_A\ =0R EX ='\- 0= � 3' o A"="ER 5'-_E_ = - --� 36 ' Cx_.AR:>QL _ =ER 2C. 5EC 0% R372 3z' 4r3C.ti/ a R ? •'-__ 5 D=5 °CR -Q-C 5ES' a I R OM 3 - SEE r r i II '0 v ' I �f l 6 ,_71 GENERAL PLAN NOTES BEE S+-4EET A -I POR ALL G=ENERAL NOTES AND RE QU I REf"ENTB. 2. ENERGY AND AIR QUA: -!'rY !NFORMAT;ON SEE DlV- I7 SHEET A -' 3 SEE BUILDING ELEVAT. iON FOR ; IINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYP MATERIALS LIST ON SECTION SHEET 5. SEE SHEET A -I FOR A_._ NOTES AND RE CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES � OCCUPANCY SEPARATION. APPLY (1) LAYER OF '/z" G.W.B. TO GARAGE CEILING UNDER ATTIC SPACES AND TO ALL 5EAr'15 AND POSTS 5UPPORTING A FLOOR - CEILING ASSEr'iBL'r APPLY (1) LAYER OF Sib' TYPE X' G.W.B. TO GARAGE CEILING aji 4 EN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING C OMMON TO HOUSE 5Y4ALL HAVE MINIMUM 26 GAUGE STEEL PER I -R-C. SECTION 8309.1.1 SEE D!V. 010021v.A. SHEET A -!. 1-%' MIN_ SOLID WOOD CORE, HONEYCO"B CORE STEEL, OR 20- MINUTE FIRE RATED DOOR SEE DIV. 01002bB. SHEET A -1 STAIR ASSEMBLY NOTES: PER i.RC. SECTION 83115 AND DETAIL 12/D2. A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH AND MIN. WIDTH OF 3b' ABOVE HANDRAIL HEIGHT, RISERS I MAX. HT. TREAD NOSING TO BE MINIMUM 3/4" AND A MAXIMUM OF 1 1/4' ON STAIRS WITH SOLID RISERS. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. +44NDRAIL TYPE 1 CIRCULAR TO NAVE 1 MIN. TO 2' MAX. CRO55 SECTION DIMENSION AND 1 1/2" MIN. CLEAR FR01"'► WALL, RETURN RAIL ENDS, HANDRAILS SHALL BE S ENOUGH TO RE515T A 200 POUND POINT LOAD IN ANY DIRECTION PER I.R.G. TABLE 8301.5 D. INSTALL FIRE BLOCKING BETWEEN STRINGERS AT THE TOP AND BOTTOM OF EACH RUN PER I.R.C. SECTION R602B. E. COVER USABLE SPACE UNDER STAIR W/ '/z' G.W.B. PER I_RG. SECTION R31122- F. INTERMEDIATE BALUSTER5 5H ALL BE SPACED W/ LE55 THAN 4' BETWEEN 5ALU5TER5. G. PROVIDE STAIRWA ILLUMINATION PER I -R.G. SECTION R303.6. SEE DIV. 01002.& SHEET A -1. P -4 SAFETY GLAZING PER I.FRC., SECTION 8308 A. WINDOW6 WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZINCs IN DOORS E. WITHIN STAIRWELLS F. WITHIN 36' ii- 4ORIZONTALL*y' OF WAL<NCx SURFACE, 60' ABOVE NOSE OF TREAD OR WALKING SURFACE. SEE DIV. 08800 SHEET A - 1 EGRE W 1NDOW PER I .QC., SECTION 8310 SEE DIV. 08600 SHEET A -1 IGNITERS FOR C=AS FIRED APPLIANCES 'N GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOL,ERS W.TL4 NON - ABSORBENT MATERIAL TO 72' ABOVE DRAIN INLETS, PER I.R.G. SECTION 30'12. SEE DIV. 09250 SHEET A -1 P _ 8 (2) LAYERS OF FLOOR 544EATL4fW_% OVER FRAMING. '' MAX. RISER WITH 10" "'IN_ RUN, !F "ORE -SAN Q_9 ' (3) RISERS, +-ANDRA;L REQ'uIRED PER '_4C. 5EC7ON R3 i1.5.6. SEE D: V. 01002.1 SHEET A -' 18'x24' CRAWL SPACE ACCESS. iNS E AND WEATHER 5T'R111=. SEE DIV. 01002.? S+4EE' A -I 22'x30' ATTIC SPACE ACCESS ;i/ 30' HEAD CLEARANCE. !N5l:LATE AND 'WEAT:;ER SCRIP. SEE DIV. 010022 51"EE"' A '2 ; _COR'"''ATER!A,- BREAK �"NE U;ALL L 4 NE ABOVE WA-L '_ BE-0It. VEV = RE=' - ' ACES, N5 - A.__ oc R+ `'ifs. RE= a.'RE" 1 E'r - 5_ 5=_ D V. 0 5-'= E' A-' B_ MRO CLEARANCE = RE °_ACES SEE D' V. V OCM B S_E E 04- i o- •EAR'. SrA` _ '' '^,• QG_ SEE : V. 0002E AND ? A -' D. = REB_OCK O=EN '%4a6 AR0.ti:. ONS A EAC-- =_OOR °ER ' R C. 5=_C' ON R*"3.'3. SEE 5 °_A\ =0R EX ='\- 0= � 3' o A"="ER 5'-_E_ = - --� 36 ' Cx_.AR:>QL _ =ER 2C. 5EC 0% R372 3z' 4r3C.ti/ a R ? •'-__ 5 D=5 °CR -Q-C 5ES' a I R OM 3 - SEE r r U U CIS O V � o 0 V W a i■i1 �1 X � 0 = Z < u C N � 4Y �~ L y v } v O U a :� o� .may Z < a� �I t I w O l > 1 _0 (0I i U U CIS O V � o 0 V W a i■i1 �1 X � 0 = Z < u C N � 4Y �~ L y v } v O U a :� o� .may Z < a� xw No. _ "um STAXTtNG ma AS • 46 Is y w O l > E xw No. _ "um STAXTtNG ma AS • 46 Is ROOF LINE BE L 04; UPPER ROOF FRAMING PLAN w.kF w.r:w GENERAL FRAMING NOTES 1. SEE T`►P!CAL MATER!AL5 L ON SECTION S *4 EET 2. SEE SHEET A -1 FOR ALL GENERAL NOTES AN FOR ALL REQUIREMENTS CONCERNING MEC"4ANICAL, PLUMBING, AND ELECTRICAL. 3. TRU55 DESiGN 13Y MFG, TRL;SS PLAN SOWN `5 FOR GENERAL LAY ONLY. SEE DIV. 6!00 5+4EET A -1 - TRUSS LOADING SEE DIV 01000I.A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS • TRUSS TYPE PER ROOF FRAMING PLAN 4. ROOF FRAMING SPACING, 24" or-. U.N.O 5. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION, 6. RAFTER TAIL 2x4. VERIFY 1. ROOF TAIL AND RAKE OVER"AW -2 PER ROOF PLAN. 8 ALL WEADERS ARE 4x10 DF 0 2 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 5+4EE T A-1 9. STUD NOTCHING AND BORING PER I.R C. SECT. 8602.6 - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 4096- - 6096 MAXIMUM BORING IF DOUBLED WITH NOT MORE THAN (2) SUCCESSIVE STUDS BORED- - NON - BEARING MAXIMUM NOTCH 40%, BORING 6096. - HOLES NO CLOSER THAN 5/8' TO FACE OF STUD. FRAMING PLAN KEYNOTES F -1 BACK FRAMING AND SOFF AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE Div.15 SWEE A - F -2 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. F -3 AL EDGE OF JOIST WIT" FACE OF WALL = -4 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL F - 5 UPSET - BOT OF BEAM EVEN W/ 1510 OF J015T AND TOP OF BE AM EXTENDS UP ABOVE JO15T5 TOP OF BEAM 15 FLUSH UJ!T►4 BOTTOM OF JOIST WITH NO TOP PLATE_ CUT ADJACENT FRAMING MEMBER'S INTO BEAM FOR ADEQUATE SUPPORT. F - � ATT!C SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -1 FLOOR J015T - SEE SCHEDULE DWG - F -8 SEE Div. 06100 SHEET A -1 SEE ELEVAT!ONS AND SECTIONS FOR PLATE "EIGHT F -la PRE 55URE BLOCKING SE_ DIV. 06100 SHEET A -1 1 FLUSH-4 - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH► W/ TOP OF JOIST AND BEAM P-1 J EXTENDS DOWN BELOW JOISTS F- t3 TOP OF BEAM 5' BELOW TOP OF JO IST TO ALLOW FOR F4v OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F - 1 2x6 OvERFRAM!NG 9 24' OC. PROVIDE 2x6 STRONGBACK PURL INS AND 2x KICKERS AT b' -0' oC TO TRU55E5 BELOW. F - i5 2X6 CEILING JOISTS 16 24' OC f ROOF VENT CALCULATION ' &A,00 L 0 M CO r DW �s RM VERY MCX:Ic I CA C5 ON jr-PC. .,!' EC ;" ICN TOTA:. ROOF ARE 471 SF/1so A14 SF OF VEN . AREA RE 50 96 AT SAVE = 16 REQ6:R D 5o 0 36' (!"!::N) ABOVE EAVE = 16 SF REQ..'RE D 3 ROOF JACKS AT 50 SQ_ ' N. =AC _y= 150 5Q. +N_: 104 $r 56 ! F_ OF EAV` VEN'S A' 3.3 -SQ. 1 GA5-.E END VEN . 5 x 240 5Q. ,►. "SPAS; EA_ =24 5Q. \_z.17 Sr I 0 GAS- E\D V-'v - S x 0 5Q. `N CN F AS: EA. =0 5Q. \. A 5r- 0 GA5 -= EtiD VEN - 5 x 0 SC. 'N : %,FA5: EA_ =0 5Q. \ 20 5►- ' !Y lAcl<S = 104 =- A V= ✓r\ - 5 I: 126 g= :aA5__= =ND VEN r. (IV 5F 'C't+` ST Or . � - 5 ^v .^. a 247 SF • 15'4_ A ✓AcI.7R 3AR)2 .Q aN - --E ,.,AR*' S -»AV NG A 'RAN$ 55 ON RA__ =X..==D Ys * =Etz"' - 0 A- . -.J... "i' .4 • - 5A5 ,� -:R_= 5A5;-=: CN 30% RGD ..0 — a • - A _ 5... 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Ak r .. / o _ 5 LW C � 1 r SIDE EL EVATION ftft mr • BUILDIN SECTION AwA 1 1 1 ifilTr Oi TUMIR,A Jut v TYPICAL BUILDI MATER 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: IV. 7) R -38 BLOWN -IN SOFFIT: (DIV. 7� U2 RE -SAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) IS# PAPER SHEATHING: (DIV. 6) 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) 1/2' GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) FINISH PER PLANS (DIV. 0100 SUBFLOOIL IV. 6) 3/4' TAG (PLYWD, COMPLY, OR EQa FRAMING: ( DIV. 6) PER PLANS INSULATION: IV. 7) R -30 BATT SOFFIT-. (DIV. 7) V2' RE-SAWN PLYWOOD TRIM:.(DIV. b� WINDOW: HEAD. 2x6 U.N.OL (WITH NO BRICK MOLD) JAMB: S/4x4 U.N.O. SILL 20 STOOLBOARD OVER 2x6 U.N.O. CORNER BOARDS: OU'T'SIDE. bc4,2x3 FASCIA: 2xi U.N.O. e r • 1 15' � « rll U T w < � � C C a �^ r� � V � a Lj Lo's o o� x v= 1 v it c Z u (A � U a JJ o .R Z V < C.A Ask A 1� C �� rQ STARTIPIG Va : an"* f�l - fie' "�M.'1�' +nl'�► �V'1 'l�.S.. "�i�'.n 7.�!'�.���a a . •�� 4 q I � �i I CID �I I m m cD i I 4 O � U T w < � � C C a �^ r� � V � a Lj Lo's o o� x v= 1 v it c Z u (A � U a JJ o .R Z V < C.A Ask A 1� C �� rQ STARTIPIG Va : an"* f�l - fie' "�M.'1�' +nl'�► �V'1 'l�.S.. "�i�'.n 7.�!'�.���a a . •�� 4 q 0 C SEE FOUNDATION DETAIL(S) I SEE FOUNDATION DETAILS 4 - o ' ` ' " CRIPPLE WALL o FOUND ATION \ �3/4!44r 05TC0- 0330;:- e�._. .TJI hcl_ ' BASE'MENT C-- MjST BE 'N oL ACE TYP- FLOOR FRAMING PER PLAN PRIOR TO FUi L BA(.KFILLI!vCs OF WALE. (DIY. b SWEET A -1) NO INSULATION BETUEEN BASEMENT SLAB AND STEM WALL 5 /8 AB, U/ 3'x3'xl/4' S.Q. z STEEL PLATE WASHERS • 4 - 0' FIN!8W GRADE ' O -G. V. 3 SHEET A -1) UNLE NG NOTED OTWERWISE PER EINEER, —; -• - TYR EXTERIOR WALL CONSTRUCTION 1' MIN_ EMBED- PER PLAN (Div. 6 SWEET A-1) �.. (2) 0 4 BAR • TOP 12. _ ._... _.— . - _... - - 0 4 VERT. BAR • 10' oc, FULL LIE!GHT OF WALL I a (Div. 3 SWEET A -1) ' OP OF DOWEL ' I @-- _ I I RIM JOIST o EXTERIOR WALL B I z ( ' I •4 VERT. J - BAR • 5' oc J (DIV. 3 54EET A - 1) DAMP PROOFING ( DIV. l SWT AI) - CRIPPLE WALL PER PLAN z w; (DIV. 6 SWEET A -1) • � + 0 4 +-IORZ BAR • tm' x � (DIY. 3 544EET A -!) TOP OF SLAB 1 1/2' CLR Lul IC*4TL NE ! - - - , I ,, 4' PERF. FT'G. DRAIN U V ILTER _ -e �, r e r. n FOUNDATION DETAIL CANTILEVER FRM'G AT FOUNDATION (r vv.:v r1- 15 4 ,a �iaJ 3SvZr -vC T FOUNDATION DETAIL 3/4' =Y-W 03300 - 00000 -18 r, G.W.B. TYP. ; p: V. 9 SHEET A ) PER A' AN INTERIOR BEAR!Vj v)ALL (D v. (p S+••EET A -') •� 1/7'•x10' AB i►i/ 3'x3'x' /4' 5Q STEEL PLATE WASWERS • 4' -0' O.0 (DIV. 3 SWEET A - ') 1/2'0 x 10' A.B. • 4 m' O.C. !0 V. 3 SLEET A -'/ R� f UNLE -818 NOTED OT++ERi11`SE PER ENGNEER, to s Q 1' MIN EMBED I EQ. E(Q. �_.._...� -- (2) •4 BAR TOP 12' w 711 + )C xx -- Q 3 Q; !�„♦ 0 4 P40RIZ BAR 10' OC., 1 -b' CORNER � al OVERLAP tiDIV. 3 SHEET A -0 la 9 0 4 VERT. BAR SAME AS 5TUB STEEL SPACING. Q SLAB ON GRADE PER PLAN (Div. 3 SHEET A -1) `�' -, (Dw. 3 SET A -u Z T IGHTL INE VAPOR BARRIER "OP OF FT 'G Z DAMPPROOFING (Div. I SWEE A -1) O 04 STUB STEEL FROM F- G • Ib' O_C Q J � I (DIv. 3 SHEET A - 1) t- CON T. SPREAD FTG. PER !ALAN (DIV. 3 SWEET A -1) • 45' d) 111 4' PEW. FT G. DRAIN Ui*ILTER IN 24' GRAVEL " 0) - Q I BED (D.V. 2 SWEE T A - i) LLI (2)'14 BAR GON lD. v. 3 SWEET A- I � U SOL V SUBSTRATE J z PER PLAN (2) •4 BAR CONT. (Dlv. 3 SWEET A -1) Q O _ _ 1 W FOUNDATION /FRAMING CONNECTION . FOUNDATION DETAIL - 3 14! —.T-W - 03300- 06 1100 -03 033 00000 -01 1 /2'#x70' AB. W/ 3'x3'x1/4' 5.0. STEEL PLATE WASHERS • 4' -0' O.G. (DIV. 3 SHEET A -1) UNLESS NOTED OTWERUISE PER ENGN?EER, 1' MN. EMBED. (2) 0 4 BAR • TOP 12' 04 VERT, BAR • 10' oc, FULL WEIGHT OF WALL. (DIV. 3 SWEET A - 1) D AMP PROOFING ( DIY. 1 SWT Al) 04 VERT. J - BAR + 5' m (DIV. 3 SWEET A - 1) 0 4 HORZ BAR • Im' oc (DIV. 3 SWEET A - 1) TY.:047L IN£ 4' PERF. FT'G. DRAM LLURLTER N 24' GRAVEL BED. (DIV. 2 SWEET A - 1) (b) 04 BAR CONT. (Div. 3 SHEET A - 1) SOLID SUBSTRATE CANTILEVERED RETAINING WALL � I i Cl l EXT. DOOR AND FRAME (DIV. 8 SWEET A -1) DOOR TWRESWOLD F - L AS44 I NG AS REaD. (DIY. 1 SWEET A -1) NERVESTRAL FLASHING 4' GONG. SLAB OVER 4' GRAVEL BED (DiY. 4 SHEET A -9 2x!2 TREATED TRESWOLD TRIM RIM JOIST TREATED r*W 51LL (DiV. 6 SWEET A -1) 04 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB T"P. FLOOR FRAMNG PER PLAN. (DIV. 6 SWEET A - I) EXT. DOOR THRESHOLD DETAIL 2 a F 04200 - 06100- 02_TJI 3 /4 + =T-0 08th- C330�•04TJ! �L�3 /4'= 1�-,Q" 03300- •00000 -32 -- T --� • ' y_ IN 24' GRAVEL BED. RJLL WIDTH TREATED "LD 51" SEE FOUNDATION DETAIL(S) FOR ANCHOR BOLT �O (DIY. b SWEET A -U _ — I 5/8'hd0' AB- W/ 3'x3'xl /4' Sa fir= ^� (DIV. 2 SHEET A - I) s - ' TYP EXTERIOR WALL CONSTRUCTION ,. .. O AND RE -BAR INFO. TYP. STEEL PLATE WA51WER5 • 4' -0' ---- -T - PER 1DLAN IDIV. b $HEFT A - 1) - TOP FLANGE GONDITiON FOOLING SPANS E�!ZCNTALLY. (5) 0 4 BAR GOn" � �0 �_ LO I =- �:.�._ -�— - LOCATE 5t$ATNMCs ,/OMIT • i- ►ANCsE12 PER MKs �N ' � ! I 1' M Ik EMBED. , (DIY. 3 SHEET A -!) <- Lij . - , 11 i / W MOOCMG OR JOIST • UAL_ u SOLI D SUBSTRATE L , Z T RM BOARD HANGER OPTION 4' CONC. SLAB OVER 4' ROCK Z = P.T. 2x FIRE BLOCKING - - 2 - 6' N.T.S. � 8' 1m' OVER VAPOR BAM OR Ys WALL FOUNDATION (D ;V. o 54ME A -') DETAIL 0 4 VERT- BAR • ib' oc, ! . CRIPPLE WALL ® FOUNDATION -- 18 x E �! 'OP OF .,,EL i-f 6WT OF WALL _ ' (DIV 3 SWEET A - I) Z., --t% 14 3/4 7 =1-W - < �- � Z J; DOOR =�5i -o : =_A -arcs A5 REO�. " r. S tF_R*. BAR • 8' x v _ 3/4 =14r i £333:0- o'<13t3QQ -34 06100-03300-07 �- Z Z y (DIV. 3 SHEE A -9 - Z = _ 7 M .. BASE" --% SLAB "16" BE IN PLACE 5/8'•x701' AB. W/ 3'x3'xU4' SQ pR OR 'O Fw-a BACKFI" NG OF U ALL. VAPOR BARRIER STEE.L PLATE WASHERS • 4' -0' Z '° , •j -HORZ BAR • kV oc NO BE'rXEv BAS-'MENT O.G. (DIV. 3 51 A -1) JNLE55 A. A 4 ..�.G. X49 -/,.� 4 CsRAV�. BED SLAB Ah0 57" WA`.. 6M4 VE+41CLE 5uiZC�,AFYsE NOTED OT4EFa31t!SE PER ENGINEER, ,. "IN. EMBED -OR OF SL.Ae ' i i 1' 1 1 ---- - T`�- EXTERIOR WALL CONSTRUCTION C PER PLAN (Div. 6 SST A -1) OOR FRA MIING PER AN (27 BAR • TOP Z2' 1 - (DAY. b SWAT A - iJ -' - SOLID BLOCKING OVER SuP'PIORT5 • vIERT. BA • i6' OC. Fir_ -- - ____ _ . -- _ .._�+_.. -s • -- -�- -- --- - T T Al �;R? Q of f E OF MAL ; CO. a Mme MEMBER BER 4_ Ilk V. 3 SHEET A -') I ' 2 w Q' (.. v. 3 S-E: T A -',' Z '/2' C_R bc3 v 84 -+ORZ- BAR • 0• x ` 1' :OtiT ' VEti I 'O° OF SL Y I -WA-=D "ia' : - -� • f - wr Q" D M _5 - -^� :YV. so-' A'; I (6; *A BAR :ON o `q u I _ SC_ D 5635 - RA - E ' I 1 SO< 5L-AE •G' RJC�C vA°OR BA t OF _ -e �, r e r. n FOUNDATION DETAIL CANTILEVER FRM'G AT FOUNDATION (r vv.:v r1- 15 4 ,a �iaJ 3SvZr -vC T FOUNDATION DETAIL 3/4' =Y-W 03300 - 00000 -18 r, G.W.B. TYP. ; p: V. 9 SHEET A ) PER A' AN INTERIOR BEAR!Vj v)ALL (D v. (p S+••EET A -') •� 1/7'•x10' AB i►i/ 3'x3'x' /4' 5Q STEEL PLATE WASWERS • 4' -0' O.0 (DIV. 3 SWEET A - ') 1/2'0 x 10' A.B. • 4 m' O.C. !0 V. 3 SLEET A -'/ R� f UNLE -818 NOTED OT++ERi11`SE PER ENGNEER, to s Q 1' MIN EMBED I EQ. E(Q. �_.._...� -- (2) •4 BAR TOP 12' w 711 + )C xx -- Q 3 Q; !�„♦ 0 4 P40RIZ BAR 10' OC., 1 -b' CORNER � al OVERLAP tiDIV. 3 SHEET A -0 la 9 0 4 VERT. BAR SAME AS 5TUB STEEL SPACING. Q SLAB ON GRADE PER PLAN (Div. 3 SHEET A -1) `�' -, (Dw. 3 SET A -u Z T IGHTL INE VAPOR BARRIER "OP OF FT 'G Z DAMPPROOFING (Div. I SWEE A -1) O 04 STUB STEEL FROM F- G • Ib' O_C Q J � I (DIv. 3 SHEET A - 1) t- CON T. SPREAD FTG. PER !ALAN (DIV. 3 SWEET A -1) • 45' d) 111 4' PEW. FT G. DRAIN Ui*ILTER IN 24' GRAVEL " 0) - Q I BED (D.V. 2 SWEE T A - i) LLI (2)'14 BAR GON lD. v. 3 SWEET A- I � U SOL V SUBSTRATE J z PER PLAN (2) •4 BAR CONT. (Dlv. 3 SWEET A -1) Q O _ _ 1 W FOUNDATION /FRAMING CONNECTION . FOUNDATION DETAIL - 3 14! —.T-W - 03300- 06 1100 -03 033 00000 -01 1 /2'#x70' AB. W/ 3'x3'x1/4' 5.0. STEEL PLATE WASHERS • 4' -0' O.G. (DIV. 3 SHEET A -1) UNLESS NOTED OTWERUISE PER ENGN?EER, 1' MN. EMBED. (2) 0 4 BAR • TOP 12' 04 VERT, BAR • 10' oc, FULL WEIGHT OF WALL. (DIV. 3 SWEET A - 1) D AMP PROOFING ( DIY. 1 SWT Al) 04 VERT. J - BAR + 5' m (DIV. 3 SWEET A - 1) 0 4 HORZ BAR • Im' oc (DIV. 3 SWEET A - 1) TY.:047L IN£ 4' PERF. FT'G. DRAM LLURLTER N 24' GRAVEL BED. (DIV. 2 SWEET A - 1) (b) 04 BAR CONT. (Div. 3 SHEET A - 1) SOLID SUBSTRATE CANTILEVERED RETAINING WALL � I i Cl l EXT. DOOR AND FRAME (DIV. 8 SWEET A -1) DOOR TWRESWOLD F - L AS44 I NG AS REaD. (DIY. 1 SWEET A -1) NERVESTRAL FLASHING 4' GONG. SLAB OVER 4' GRAVEL BED (DiY. 4 SHEET A -9 2x!2 TREATED TRESWOLD TRIM RIM JOIST TREATED r*W 51LL (DiV. 6 SWEET A -1) 04 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB T"P. FLOOR FRAMNG PER PLAN. (DIV. 6 SWEET A - I) EXT. DOOR THRESHOLD DETAIL 2 a F 04200 - 06100- 02_TJI 3 /4 + =T-0 08th- C330�•04TJ! �L�3 /4'= 1�-,Q" 03300- •00000 -32 TYP FLOOR FRAMNG PER PLAN RJLL WIDTH TREATED "LD 51" U �O (DIY. b SWEET A -U _ — NOTE: 5/8'hd0' AB- W/ 3'x3'xl /4' Sa fir= ^� LL s - ' TYP EXTERIOR WALL CONSTRUCTION ,. .. O FOOTING DOES NOT SLI,E N TW15 STEEL PLATE WA51WER5 • 4' -0' PER 1DLAN IDIV. b $HEFT A - 1) TT TOP FLANGE GONDITiON FOOLING SPANS E�!ZCNTALLY. O.C.. (DIV. 3 5HEET A -1) LNLESS NOTED OT�tERSIl1!��'E PER ENGINEER � �0 �_ LO I =- �:.�._ -�— - LOCATE 5t$ATNMCs ,/OMIT • i- ►ANCsE12 PER MKs �N ' � ! I 1' M Ik EMBED. , CO I" �'MON MEMBER <- Lij '"OP OF SLAB , 11 i / W MOOCMG OR JOIST • UAL_ LL r. L , Z T RM BOARD HANGER OPTION ZZ Z = P.T. 2x FIRE BLOCKING - - rP. BOOR =RA" NG PER PLAN - - - I2) •4 BAR •TOP 12' Ys WALL I (D ;V. o 54ME A -') L.Lj r, J V � 0 4 VERT- BAR • ib' oc, ! . " v ' r• AIR SPACE -- B<T. DOOR A%0 =RAMS IDIV. 8 S EE A - J x E �! 'OP OF .,,EL i-f 6WT OF WALL _ ' (DIV 3 SWEET A - I) Z., --t% - < �- � Z J; DOOR =�5i -o : =_A -arcs A5 REO�. " r. S tF_R*. BAR • 8' x v _ IDIV -' A -') i V z J7�-✓ O �- Z Z y (DIV. 3 SHEE A -9 - Z = _ 7 M .. =LA5 -NG VAPOR BARRIER f __ _ . _ -- - -- Z '° , •j -HORZ BAR • kV oc T A. A 4 ..�.G. X49 -/,.� 4 CsRAV�. BED '! L ,/�R 6M4 TYR ExTERlOR WA.- C0 PER PLANS IDIV b SWEET A - 1) 4' CONIC CVER 4' ROCK OVER VAPOR BARRIER R -IO RIG'D !N5ULATICN 2x12 TREATED PLATE OFFSET 3/4' 7A, MP x'ROOF frG , J r f. St+, A C. V 4 SF A- \.. Z• ' _ < < WE =JIJvDA':0N DEALS _ - •, �. ` !}�! IE of • .. . -�e ; ! ' _ 'REa '..: 5 /D v. b 5£=' :» -'J I '' �^�^ - 7Af'O v AA RE 5Ar ZRol"I0 - - - - :..�- S -ABacD %-.^. &_AB G 4 . c _ P05' 4� 9t A =ER _4\ :f '• ,� ^ s adQ.41F..._ Bcr FURRING DETAIL EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3/4 ".-V — -- - - - _ 3 lit __; o }-�- B.oC\G O'Set BE - NG _26 ' I 55C _ - {mac Ert Es 5 ­E - -` ~ r - ! : , • _ pcs am STEPPED FOUNDATION DETAIL POST/FOOTING CONNECTION P FL FRAMING PER P,. AN (0�v b SWEET A -I) - T`'= EXTERIOR WAL,_ CONSTfdjCTION PER P= _AN D'V 6 Si-+EE' A- I 04CATF C- FATHiw- JOINT • COMMON MEMBER - R'M BOARD LOCATE SWEAT,;ING JOINT • COMMON MEMBER Z jC W Uy0c� U �O < _ — U. VL fir= ^� LL < CYO O w �' v zZ -U C � �0 �_ oll 0 ILL > V� <- Lij LI:Cf)r.— a - -U W Ll.,�_. LL r. L , Z T G ZZ Z _ Q°C �- L.Lj r, J V � " v C E Z Z -:- Z >- Z., --t% < �- � Z J; r\ N Z < v z J7�-✓ O �- Z Z y - Z = _ 7 M .. 7A, MP x'ROOF frG , J r f. St+, A C. V 4 SF A- \.. Z• ' _ < < WE =JIJvDA':0N DEALS _ - •, �. ` !}�! IE of • .. . -�e ; ! ' _ 'REa '..: 5 /D v. b 5£=' :» -'J I '' �^�^ - 7Af'O v AA RE 5Ar ZRol"I0 - - - - :..�- S -ABacD %-.^. &_AB G 4 . c _ P05' 4� 9t A =ER _4\ :f '• ,� ^ s adQ.41F..._ Bcr FURRING DETAIL EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3/4 ".-V — -- - - - _ 3 lit __; o }-�- B.oC\G O'Set BE - NG _26 ' I 55C _ - {mac Ert Es 5 ­E - -` ~ r - ! : , • _ pcs am STEPPED FOUNDATION DETAIL POST/FOOTING CONNECTION P FL FRAMING PER P,. AN (0�v b SWEET A -I) - T`'= EXTERIOR WAL,_ CONSTfdjCTION PER P= _AN D'V 6 Si-+EE' A- I 04CATF C- FATHiw- JOINT • O 033:x1 - r. .i: 3/4 —1 :Jfii :�. -- V.s. •.1�, - ' ':i� '� If - - _ r.; f .1 3r4 t-W -- •► -,. _ 5 : f=8 0R ...._ :N _QX_ T =_ 01'74 �iT.4"hG �c ..\ 5LA8 ?fic V 5RA* 51E:. 3 �R ? +.\ C . b S•t�' » ., —�' _ _ - ClTV OF TUKWRA JLOL 23135 5EE -CUB, . v � ..... _ -. ,► w - - ^ - -v . ,. d WE= ZaAC4 - 04 _X -_ 8 I 3/ 4W-ar -- 5E= ���►'� ]ELLS CW �%J - 11 ION CONNE I = 50. '_1..'CK'Ys • Q"' .475' • X ..L_ SEAQ =P 0 !. 1% � � '�,-- � r� j'O► Dc's "= FP" lNWF0MDAlVN DETAIL Is COMMON MEMBER - R'M BOARD LOCATE SWEAT,;ING JOINT • COMMON MEMBER - CRIPPLE WAL PER PLAN wj O 033:x1 - r. .i: 3/4 —1 :Jfii :�. -- V.s. •.1�, - ' ':i� '� If - - _ r.; f .1 3r4 t-W -- •► -,. _ 5 : f=8 0R ...._ :N _QX_ T =_ 01'74 �iT.4"hG �c ..\ 5LA8 ?fic V 5RA* 51E:. 3 �R ? +.\ C . b S•t�' » ., —�' _ _ - ClTV OF TUKWRA JLOL 23135 5EE -CUB, . v � ..... _ -. ,► w - - ^ - -v . ,. d WE= ZaAC4 - 04 _X -_ 8 I 3/ 4W-ar -- 5E= ���►'� ]ELLS CW �%J - 11 ION CONNE I = 50. '_1..'CK'Ys • Q"' .475' • X ..L_ SEAQ =P 0 !. 1% � � '�,-- � r� j'O► Dc's "= FP" lNWF0MDAlVN DETAIL Is \,!�3/4' =14r 06200 - 06170 -1a f r 2X BLOCK NG WIT. (3) 2 'rl' • r4OLES 'M SCREE 11 SEE ELEVATION - - EXPOSED TR455 TAIL T.P. GUTTER ERA FASCIA PER ELEVATION 1 �R PLAN �- -- — (TYP. EXTERIOR WALL CONS FLASHING (DIV. 1 SHEET Al) DBL OR GIRDER TR 156 (PER PLAN) n T -- (TYP) ROOF CONSTRUCTiON FRAME OVER WALL DETAIL 3/4' =T-0" C 06100- 07300 -I1 BAFFEL - EXTEND 6' ABOVE BAIT. INSUL. OR 7 ABOVE BLOIIN N.& L. ( TYP. ROOF CONSTRJJCT ION ) 2' MM, GLR FOR VENTNG HI 0 48' O.C. AT INSIDE FACE OF WALL UXO, PER ENGINEER 2)c BLOC.KJNG WITH (3) 2' • 14OLE-8 WIrH SCREEN SEE ELEVATION EXPOSED R,4FTER TAIL I (TYP. GUTTER) OVERHANG PER PLAN FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTIRLCTiON) B_OCKNG BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SECTION o BEAM 01 - 0730 -15 FRAMING PER PLAN 141 + 48'O.C. AT OUTSIDE FACE OF WALL UXO. PER ENGINEER 2' MIN. CLR FOR VENTELATION \,!� 3/4' =T4 r' S 0s1x- 07300 -3 1 5K`'Lk"sH 51ZE PER °LAk PROVIDE rl 9 NG AS RECOMIEvDED BY "'FG. � \ \ 2x,6 CJi5 -rsa 2x4 a ROOF AND =RAM.NG -E - 5076 '-'°. ti \ G.5. CE 3 4Cs SKYLIGHT FLARE WELL DETAIL • � -ter �..�... �+..�^�'^�.�' -• --�._. � �. ,�. .w. - r+..� _- • w _ _ •-.r. -... ., rte... ► \,,�3/47=1`43r _?Wz,_c.6rlX_�A SAVE DETAIL 3/4" =T4r 06100-07300-02 00-02 { B { � , U � FF �� EL �� p F ��77 . ABOVE V� AB / O � V BATT. N SU -. OR W ��BOE BLOUIN M a- ROOF CONS TGTION) 2' I t k CLR C O R Y WING 4 is 48' O''. A 'k"S40E FACE OF 6AL.. L.'v.0 PER ENGINE 2X 5LOMNG J 7 ­ ./3; 2' • HOLES Jr" rJ' CRE--"N SEE SEE i E:EV. =ASC A ==-R cc ':�_ A\ F :r t I CODE EAVE DETAIL <r,��,. -- �fJ 3/47=T43r ...r T` i ` S A *- r-.- W — INE SEF d " 1 + -ate •j a clog 1' N � Q i W I Ul ul f t~ O Ld 0 -A Q Q F- u �U�.l oV� - Ul z Q O 0 z? W 1 i ! f i C O o � 1 m 'I ►il i I c[S ;2 A50VE BLO NQ'E p� C' Y P. ROOF C-0�5T W /+ ? ;O%) DE_E'F RA. F'N S• DECK i z �� E-EVA' ON 5 30' OR _ES5 INSIDE FACE OF I&A L ! -- ABOVE r- N 5s4ED GRADE 2X BLOCKING WI',+ (3) 2' • Ra R _AN �� R D s' B`Js NO' `0 EXCEED 4' - • - < r` Z — 50: D 5, OCK'N G OVER 5LPRORTS i EXPOSED TRU% TAIL 5i4 x 4 'K CDR DCNC G - ; N.O. O OVER CASC!A PER ELEVATION 0 PER PLAN =ER =!- J O Z ti c* _ EDGER PER PLAN, A"AC�- J/ \ rV LAG BOWS PER P_ AN 12- 0 . � ,� > TYP Tj F: OCR FRA" NG PER P_ 4 CK JS V R R PP_ L AS REQu'RED wL- -U i PE i x < - -- BEAN! PER PLAN -^ Iz E5 a- .� ` FL L-17 Z PER P_ - - - - - - SPAN ' POST CAP PER P;. AN I (CANT. TTT V z Z U %ZC - - 2x (2' GREATER DEPTH THAN ,JOISTS) i w C; Z C P05T BASE PER PLAN '4 r - FIN154 LANDSCAPE GRADE 12' MIN L � FOOTING PER PLAN ON SOLID BELOW GRADE 5UB5TRATE ,TYP, DECK CROSS SECTION \,!�3/4' =14r 06200 - 06170 -1a f r 2X BLOCK NG WIT. (3) 2 'rl' • r4OLES 'M SCREE 11 SEE ELEVATION - - EXPOSED TR455 TAIL T.P. GUTTER ERA FASCIA PER ELEVATION 1 �R PLAN �- -- — (TYP. EXTERIOR WALL CONS FLASHING (DIV. 1 SHEET Al) DBL OR GIRDER TR 156 (PER PLAN) n T -- (TYP) ROOF CONSTRUCTiON FRAME OVER WALL DETAIL 3/4' =T-0" C 06100- 07300 -I1 BAFFEL - EXTEND 6' ABOVE BAIT. INSUL. OR 7 ABOVE BLOIIN N.& L. ( TYP. ROOF CONSTRJJCT ION ) 2' MM, GLR FOR VENTNG HI 0 48' O.C. AT INSIDE FACE OF WALL UXO, PER ENGINEER 2)c BLOC.KJNG WITH (3) 2' • 14OLE-8 WIrH SCREEN SEE ELEVATION EXPOSED R,4FTER TAIL I (TYP. GUTTER) OVERHANG PER PLAN FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTIRLCTiON) B_OCKNG BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SECTION o BEAM 01 - 0730 -15 FRAMING PER PLAN 141 + 48'O.C. AT OUTSIDE FACE OF WALL UXO. PER ENGINEER 2' MIN. CLR FOR VENTELATION \,!� 3/4' =T4 r' S 0s1x- 07300 -3 1 5K`'Lk"sH 51ZE PER °LAk PROVIDE rl 9 NG AS RECOMIEvDED BY "'FG. � \ \ 2x,6 CJi5 -rsa 2x4 a ROOF AND =RAM.NG -E - 5076 '-'°. ti \ G.5. CE 3 4Cs SKYLIGHT FLARE WELL DETAIL • � -ter �..�... �+..�^�'^�.�' -• --�._. � �. ,�. .w. - r+..� _- • w _ _ •-.r. -... ., rte... ► \,,�3/47=1`43r _?Wz,_c.6rlX_�A SAVE DETAIL 3/4" =T4r 06100-07300-02 00-02 { B { � , U � FF �� EL �� p F ��77 . ABOVE V� AB / O � V BATT. N SU -. OR W ��BOE BLOUIN M a- ROOF CONS TGTION) 2' I t k CLR C O R Y WING 4 is 48' O''. A 'k"S40E FACE OF 6AL.. L.'v.0 PER ENGINE 2X 5LOMNG J 7 ­ ./3; 2' • HOLES Jr" rJ' CRE--"N SEE SEE i E:EV. =ASC A ==-R cc ':�_ A\ F :r t I CODE EAVE DETAIL <r,��,. -- �fJ 3/47=T43r ...r T` i ` S A *- r-.- W — INE SEF d " 1 + -ate •j a clog 1' N � Q i W I Ul ul f t~ O Ld 0 -A Q Q F- u �U�.l oV� - Ul z Q O 0 z? W 1 i ! f i C O o � 1 m 'I ►il i I c[S rf E R - Fi_ FM4 Q r h I rr e k�N ,N 1 i �1S1NR SECTM DETAIL _.. IO�WBLE END DETAIL EAVE DETAIL 5 P05ED RAFTER TAIL _J TYP. GUTTER FASCIA PER ELEVATION °. EXTERIOR WALL CONSTRXTION EAVE DETAIL 00-06 _11 PRESSURE BLOCKING 91RAC!NG TO ROOF SMI CTS TW PER E--E VAT CN BARGE BOARD PER E- 2X4 BLACKER FOR BA!WIE - P' AiL T- WR6 9C:P f* EAT"!NG W!7.4 6d + OL. T ` P. 2X4 0L - V5 0 A O.G. gr#- 2X2 5E-X-- FOR ?R" =Ff a AN: GABLE END DETAIL 5AFCE- - EX TEND 6' A80VE BA". 11145"L. OR ;2 A50VE BLO p� C' Y P. ROOF C-0�5T W /+ ? ;O%) 2' M1L CLR FOR 'I/ENTING i z �� - INSIDE FACE OF I&A L ! -- U PER ENG INEER 2X BLOCKING WI',+ (3) 2' • HOLES WIT» SCREEN 00- < r` Z LL EXPOSED TRU% TAIL C O OVER CASC!A PER ELEVATION 0 PER PLAN J O Z ti Z Cn Z `' rV Iz O0 12- 0 . � ,� > LL > u C G wL- -U � cr x < -^ Iz E5 a- .� L-17 Z TTT V z Z U %ZC - ~ ~ w C; Z C = , r - <�Z= L � . , u Q Z i z C 0 C QCZ„ - L ^, Lr3� z Z ,•,_ --- s' < T� Z C V1 z <� rf E R - Fi_ FM4 Q r h I rr e k�N ,N 1 i �1S1NR SECTM DETAIL _.. IO�WBLE END DETAIL EAVE DETAIL 5 P05ED RAFTER TAIL _J TYP. GUTTER FASCIA PER ELEVATION °. EXTERIOR WALL CONSTRXTION EAVE DETAIL 00-06 _11 PRESSURE BLOCKING 91RAC!NG TO ROOF SMI CTS TW PER E--E VAT CN BARGE BOARD PER E- 2X4 BLACKER FOR BA!WIE - P' AiL T- WR6 9C:P f* EAT"!NG W!7.4 6d + OL. T ` P. 2X4 0L - V5 0 A O.G. gr#- 2X2 5E-X-- FOR ?R" =Ff a AN: GABLE END DETAIL 5AFCE- - EX TEND 6' A80VE BA". 11145"L. OR SAVE DETAIL 3/4' =144 PRE55LAW 5LOCKN6 2X4 BRAaNG A' -4S' • 8 -O'oc FR'OP' -P - G RCiOF I\STA� �✓ P'RE5Exl� BLOC>*C\CS DO wa" " OE \A r,. ROCIP OR 3/4' =T-Or - "v` r1. � ✓r/�. `fwd.. ..� 5c_ c�_ a\ -aF --= 4SE a v_^ D s a t =vQ :". - %A - -A;L Ic r Sc. \C `S W_ x . C. QCs hG L - Acne O - �\ E . i - - z - cry `�A. _ = 5, N S - W Ace - l -L . i t ja - ;.W 'Clo R sAgLi SPACE JcE.R S-- Lfq ./'- - � '-`'a EX` -�44 AA__ .C.oe"�C`O� W %L� .r =-+� j' `.�7'.Si..E =EQ 's► a ""E SAS.:- '-.'C J.- WSW . ;m oapc mc% - ..c A 4* - E.L: VaNG C �1 ' - rw".r i x' &C L C W -0► 0R Rm - �0.� '° "" � j a► t'1!�! �J" 30. C 1�i5 BAPS.. - EX'E%C 6' ABOVE BAT'. !NSL4L OR ABOVE BL04Jv IN5U;. ROOF GONSTRUG' ON -- 2' *SIN. G_R FOR VEN TYPICAL ROOF CONSTRUCTION TYPICAL. FLOOR CONSTRUCTION NI 0 48' O.C. AT OUT5IDE FACE OF WALL UXO. PER ENGINEER 2X BLOCKING WITH (3) 2' • HOLES W SCREEN 4 ..•....r... - •� _.� _� .� ! r _.,, �... —. �� i ;2 A50VE BLO p� C' Y P. ROOF C-0�5T W /+ ? ;O%) 2' M1L CLR FOR 'I/ENTING i H! 4 48' O.G- AT INSIDE FACE OF I&A L ! -- U PER ENG INEER 2X BLOCKING WI',+ (3) 2' • HOLES WIT» SCREEN 2 - -- SEE ELEVATION C� EXPOSED TRU% TAIL r -�> ('YP. GUTTER) OVER CASC!A PER ELEVATION PER PLAN (T'!P. EXTERIOR WALL CONSTRUCTION) SAVE DETAIL 3/4' =144 PRE55LAW 5LOCKN6 2X4 BRAaNG A' -4S' • 8 -O'oc FR'OP' -P - G RCiOF I\STA� �✓ P'RE5Exl� BLOC>*C\CS DO wa" " OE \A r,. ROCIP OR 3/4' =T-Or - "v` r1. � ✓r/�. `fwd.. ..� 5c_ c�_ a\ -aF --= 4SE a v_^ D s a t =vQ :". - %A - -A;L Ic r Sc. \C `S W_ x . C. QCs hG L - Acne O - �\ E . i - - z - cry `�A. _ = 5, N S - W Ace - l -L . i t ja - ;.W 'Clo R sAgLi SPACE JcE.R S-- Lfq ./'- - � '-`'a EX` -�44 AA__ .C.oe"�C`O� W %L� .r =-+� j' `.�7'.Si..E =EQ 's► a ""E SAS.:- '-.'C J.- WSW . ;m oapc mc% - ..c A 4* - E.L: VaNG C �1 ' - rw".r i x' &C L C W -0► 0R Rm - �0.� '° "" � j a► t'1!�! �J" 30. C 1�i5 BAPS.. - EX'E%C 6' ABOVE BAT'. !NSL4L OR ABOVE BL04Jv IN5U;. ROOF GONSTRUG' ON -- 2' *SIN. G_R FOR VEN TYPICAL ROOF CONSTRUCTION TYPICAL. FLOOR CONSTRUCTION NI 0 48' O.C. AT OUT5IDE FACE OF WALL UXO. PER ENGINEER 2X BLOCKING WITH (3) 2' • HOLES W SCREEN 4 ..•....r... - •� _.� _� .� ! r _.,, �... —. �� i i w� i NaM V • A*owc t aws av rrla%x3m• aw&4E s • s -ar oc, 1na - r V 1�1 i Ic FOUNDATION SHEAR WALLS slam wer-C P ;,A gEJ JTMA R CODE CCPi?OI T` ICE s3� lT..t1T�'� n�T5T/lh: 1 + � u 16d &D 1(0" O.C. LOCATE SNEATHIN i JO 0 COtiWON MEM3,ER 1M cr" i Ut 1 5 zw P OW COMM SYMBOLS do LEGEND c• . � �-- f 4: jtQ ...�... "'�"r.'�. a.� -w ,�..i► .. %O"w -a r --- . �,,...�.�_ � -W -- .r..-- -.- •"— , — _ - .. - —r ..— - -.. ! — . .... '.we► . w - --'►'� - - _. �. _ +.r.��.� •...... .�.�� _ -,.".. _ -.�.. .,,w., Mb 4b 14P is 1% VID SHEAR WALL SCHEDULE (see 2003 18C table 2306.4. 11 a section 2306.41) Ali shear wails to be sheathed from top plate to buttom platy unless noted otherwise. Stock all panel edges Nail spacing is for all panel edge& Space nails @ 12' o.c. along intemtediate framing members. P1-6 v It 250 plf 71'6' OSS, w/ 8d (0.113' 0) nails § 6' o.c. An ( inteno wel only) to SINGLE joist or blkg below. 1W (box) S'' O.C. P14 v : 3S0 plf 7116" OSB, w! 8d (0.113" 0) nails ® 4" ac _ Archorage (interior wells only) to SINGLE joist or blkg below: 1Gd (box) a 3' o.c. P1 -3 v a 490 pit 716" OSB, w/ 8d (0113 0) nails @ 3" o c note: use min 3" nominal studs @ adjoining panel edges Anchorage (Interior walls only) to 4x (min) BEAM or tiAg below lfid (box) ® 3" o.c. P1.2 v = 640 pif 7116" OSB, w/ 8d (0.113" 0) nails @ 2" o.c. �. note: use min 3" nominal studs @ adjoining panel edges Anchorage (inter or wa ils only) to 4x (min) BEAM or olkg below: 16d (box) Q 2" o C. (stag) The shear values above are based upon the use of 8d box nails with a fud head. REAR a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15132; 8d values with a 0.719 factor w/ 1.4 Increase for wind. RIM J01C� SHEAR TRANSFER @EXTERIOR WALL MID. F. MID. FRONT I r • h � h I� �a STARTTIOG Pi S1 • L 'I 19 U s U w led y < y � Y VW } 0 U 0 o U w, o I o w oK C g z u N w o � u o 11A U v l o y z c C) 0 r l ! I • h � h I� �a STARTTIOG Pi S1 • L 'I 19 U s U w led y < y � Y VW } 0 U 0 o o �� o w oK C g z u N o � u o 11A U v l o y z • h � h I� �a STARTTIOG Pi S1 • L 'I 19 P14 P1.4 PI-3 SM ALi. E N W k 8% V. !E 0116i OW MAIN FLO SHEAR WALLS REAR SHEAR WALL SCHEDULE (sea 2003 IBC table 2306.4.1 A Section 2306.4.1) All shear walls to be sheathed from top plain to bottom plate unless noted otherwise. filock all panel edges Nap spacing is for all panel edges Space nails @ 12' o c- alon9 intermediate framing members . v s 260 pit ?/'6" OSS, w/ 8d (0.113" 0) nails § 6" o c. Archorage (mtenor wars only) to SINGLE lost or blkg below. 160 (box) Q0 5" o.c. v • 350 pit 7/16" OSS, w' 8d (0.113 0) nails @ 4' o c Archorage ;interior wars only) to SINGLE joist or bikg Wow: 16d (box) @ 3" o.c. V a 490 pit 7/16" OSS, w/ 8d (0.113' 0) nails @ 3' o.c note: use min 3" nominal studs @ adjoining panel edges ArchorAge (interior walls only) to 4x (m:n) BEAM or b"kg below 16d (box) @ Yo-c. v = 640 ptf 7116" OSB, w/ 8d (0.113" 0) nails @ 2' o.c. note: use min 3" nominal studs @ adjoining panel edges Anchorage (inter or wads only) to 4x (min) BEAP,A or olkg below: 16d (box) @ 2" o.c. (stag) The shear values above are based upon the use of lid box nails with a full head. a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15132; 8d values with a 0.719 factor w/ 1.4 Increase for wind RIM Jolla, 16d &D 1cb" O.C. LOCATE SHEATHING', JOINT 0 COMM MEM3ER SHEAR TRANSFER @ EXTERIOR WALL 410110� 0010� MID. z lk s z r% FRONT RL Y 1 - -`- E L. F-) .; CE C IN ! 1 HQ;A�Vittm CMOF TUKWLA PEFUT CEN 0 !1 SYMBOLS dt LEGEND r _.. : 4. _ sates ...U- _ Be- C6 r rl M 0 �}I f - 30. 1»n S N _ T03KM S2 ._._ _. - �.•.. - . .....- �„� -. �. � -. �. _ - .-� +r -.may .� ..� . - � �.. � —_ r S . in I $ P1.2 V m w rL Q V W u o � � H 0 0 o 7D v7 x 4 z V N � �- ..., o rA v � } � o •''" c� z I I I Ji CD Q N rl M 0 �}I f - 30. 1»n S N _ T03KM S2 ._._ _. - �.•.. - . .....- �„� -. �. � -. �. _ - .-� +r -.may .� ..� . - � �.. � —_ r S . in I $ P1.2 V m w rL Q V W u o � � H 0 0 o 7D O x 4 z V N � �- ..., o rA v � } � o •''" c� z Ji rl M 0 �}I f - 30. 1»n S N _ T03KM S2 ._._ _. - �.•.. - . .....- �„� -. �. � -. �. _ - .-� +r -.may .� ..� . - � �.. � —_ r S . in I $ P1.2 V d WIL /Ili.. A A6-b- AND CsAME 006 TO W !fJ►. X10. ) C) lrvr 2! 7 =04 UPPER FLOOR S EAR WALLS ■.w. ....�.�'!� -�.� .�- .rte....- .r-... ...... _..- ..�- -`-� ^. .�, w.�a. •....�.. -�., -„ .-..� .-w-,� .�.. N KIM J VIv C) ' r a ^j ) Uy T(1 MID. F. MID. FRONT SHEAR TRANSFER @EXTERIOR WALL led a 16" C.C. LOCATE SHEATHING JOINT 0) COMMON MEM3ER CM jut A " C811V SYMBOLS de LEGEND Farr r- 1 6 i, is ~ w :n r w 2 MfLL O C Q N T U w C lad w .� rA 3 0 } v � � H o 0 U C- a Q ^t X qM" y LU Wood O T O r► r■a Cl) 4.4 C:r% Z b < u N 7 T l� O � O � � U U U Q �s SHEAR WALL SCHEDULE (see 2003 19C table 2306.4.1 a Section 2306.4.1) All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. r 81cck all panel edges. Nad spacing is for all panel edges Space nark along intermediate framing members. P1.6 260 plf 7/'6" OSB, w; 8d (0.113' O) nails @ 6" o.c. Archorage ;interior wal's only) to SINGLE joist or blkg below: 160 (box) @ 5" o.c. P1.4 v • 350 elf 7116" OSe, w: 8d (0.113' 0) nails @ 4' n c Archorage (Interior walls only) to SINGLE joist or blk9 Wow: 16d (box) @ 3' o.c. tt i� P1 -3 v - 490 pM 7116" OSB, w/ &l (0.113' 0) nails @ 3' n.c note: use min 3" nominal studs @ adjoining panel edges AnchorAgo (interior walls only) to 4x (mm) BEAM or o.kg Wow lfid (hrix) @ 3' o.c- A �l P1 -2 v = 640 pill 7116" OSB, w/ 8d (0113' 0) nails @ 2' o.c. rrh� V note: use min 3" nominal studs @ adjoining panel edges Anchorage (inter or wads only) to 4x (min) BEAM or o;kg below: 16d (box) c�'"')i 2" oz. (stag) Fw+� The shear values above are based upon the use of Od box nails with a full head. REAR a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15132; 8d values with a 0.719 factor w/ 1.4 increase for wind. KIM J VIv C) ' r a ^j ) Uy T(1 MID. F. MID. FRONT SHEAR TRANSFER @EXTERIOR WALL led a 16" C.C. LOCATE SHEATHING JOINT 0) COMMON MEM3ER CM jut A " C811V SYMBOLS de LEGEND Farr r- 1 6 i, is ~ w :n r w 2 MfLL O C Q N T U w C lad w .� rA 3 0 } v � � H o 0 U C- a Q ^t X qM" y LU Wood O T O r► r■a Cl) 4.4 C:r% Z b < u N 7 T l� O � O � � U U U Q �s S3 M • V Is r N I tt � •• tt i� A S3 M • V Is i 1 r f I r t i t 1 i 1 • • v Q KD m G � > 70 Z � CI C? C: ri i 0 C7 p 70 y 'v (S 7— rn :t N C3 -n... n�� m�'rr_m .w r - Z U) M Drill > �N J. c.� .._. Q rn Z r- r - Z "'I -{ rn r 70 >Z 3-Q0 M - v Q a U) z CA STANDARD SHEAR DETAILS �n i r. U& "P Ap, 1C AgAAMU." UJIT. Ts,i).S. your can,. y�ire ro»upc 9 r�o�e ri � 1 43 11 .T 16tH S hVet. 30&vw, VA 98007 (425) 641 -S12 Tf, 7aX (425) 641:5318 (STANDARD DETAIL SHEET( N011 l l fi�� IS A I ANI )A1 iL) 1). I Ali S S1 it I 1 1 PAIH -- U 1013 SINGt F 1 AMII Y HOUSE +NG IYll V N()NlMI1 () (;()NII iUCII(_)N I it Sl 1)l IAll S I IAVI 111 f N 1'l if- I'Alit 1, 10 COVI li GI NI 1 iAl CON I f it )C;10N CONE )110% NO 1 Al l I)[ 1 AILS ON 1 � 1iS Si )L I I Wi 1H Of. 1 All_ Al ii Ni (:I 1 ; ";AI ail Y INC Oi W01 iA I I O IN 10 11 IIS SPI Cif 1C PROA C I COU1 i )INAI L f3lJHR I S ON III ANS I 1 IIS OI1AWiNG IS C ((,))i'YniC,i l7r AND IS TI IF f XC! USUF I ROrFRTY OF TNI" ARCHITFCI D rn r- 1 JQ p J b L NOTE: ALL iNFOW1 IAT�ON ON THIS 5+ NOT NECESSARILY' ;NCORPORA — E� INTO PROJECT. COORO'NATE &o '� PLANS. Date By Description 46 • FF'FE=C;TIVr- 51-IEAR WALL HEIGHT WITH TOP 5TRAP ONLY ,�- EFFECT ?VC 5HFAR WAIL HElGNT W! (2) 5TRAP5 j + ` f ol o G � > 70 Z � CI C? C: ri i 0 C7 p 70 y 'v (S 7— rn :t N C3 -n... n�� m�'rr_m .w r - Z U) M Drill > �N J. c.� .._. Q rn Z r- r - Z "'I -{ rn r 70 >Z 3-Q0 M - v Q a U) z CA STANDARD SHEAR DETAILS �n i r. U& "P Ap, 1C AgAAMU." UJIT. Ts,i).S. your can,. y�ire ro»upc 9 r�o�e ri � 1 43 11 .T 16tH S hVet. 30&vw, VA 98007 (425) 641 -S12 Tf, 7aX (425) 641:5318 (STANDARD DETAIL SHEET( N011 l l fi�� IS A I ANI )A1 iL) 1). I Ali S S1 it I 1 1 PAIH -- U 1013 SINGt F 1 AMII Y HOUSE +NG IYll V N()NlMI1 () (;()NII iUCII(_)N I it Sl 1)l IAll S I IAVI 111 f N 1'l if- I'Alit 1, 10 COVI li GI NI 1 iAl CON I f it )C;10N CONE )110% NO 1 Al l I)[ 1 AILS ON 1 � 1iS Si )L I I Wi 1H Of. 1 All_ Al ii Ni (:I 1 ; ";AI ail Y INC Oi W01 iA I I O IN 10 11 IIS SPI Cif 1C PROA C I COU1 i )INAI L f3lJHR I S ON III ANS I 1 IIS OI1AWiNG IS C ((,))i'YniC,i l7r AND IS TI IF f XC! USUF I ROrFRTY OF TNI" ARCHITFCI D rn r- 1 JQ p J b L NOTE: ALL iNFOW1 IAT�ON ON THIS 5+ NOT NECESSARILY' ;NCORPORA — E� INTO PROJECT. COORO'NATE &o '� PLANS. Date By Description 46 • FF'FE=C;TIVr- 51-IEAR WALL HEIGHT WITH TOP 5TRAP ONLY ,�- EFFECT ?VC 5HFAR WAIL HElGNT W! (2) 5TRAP5 pr File: D05 -0262 35mm Drawing #1 -2 F Lu FLOOR. SHEAR WALL. S., I .. .. I•) I I I'.. I�! tl { �I�'I +� I I F) I I . I^ i I I � ) I � 1• 7. � I.Y.I _._.�. __..,.. �. _ .._..... __ Inch 1 r ' r 1 � W'� �� � .� 7 � s F H �� ,1 + r = Y2.fZ,'a �' {s �i��'11', � r �, t { ; �� .P �Y i ih�.�; t ' 4 �1 R '• Ig�`.r .. �h,,,_ i ...i tti 4?,ml tl s � s r s �. �ryi�wxwy�rc7 C). ' "7� ! �' ��••� ""}} .. { t M nQti{ ;�° / r rct 1 f Muff �r r. ? d �,�� }�F`,i'� �F'xd 17 4 1 1.l- uil�� iiia�«�a��iCi.u_i.�iil 0 0 0 0 0 0 CS16 TO WALL BELOW CS16 TO WINDOW/ DOOR HEADER BELOW DOUBLE CS16 TO BEAM BELOW DOUBLE CS16 TO WALL BELOW DOUBLE CS16 TO WINDOW / DOOR HEADER BELOW ADD CS16 TO TOP & BOTTOM OF WINDOW. SEE DETAIL B ALL EXTERIOR WALLS ANI ENDS TO BE PI - 6 U.N.O. UP MID �M11> F L El MA MID O PROVIDE CONTINUOUS SHEAR WALL SHEATHING & NAILING TO WALL ABOVE. SEE SHEAR TRANSFER 0 EXTERIOR WALL DETAIL O ADD CS16 BLOCKING TO WINDOW / DOOR HEADER. SEE DETAIL B STHDfoRJ C5� RE6z'D FM m FRONT MAIN FLOOR SHEAR W, U.N.0. L - RT CS)R�'a I�I��� � � , � . Iij� . 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