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HomeMy WebLinkAboutPermit D04-323 - GOUGH DEVELOPMENT - LOT 3GOUGH DEVELOPMENT LOT 3 16802 53 AV S D04 -323 • Cit y aY Tukwila' Steven M. Mullet, Mayor Departbnent of Community Developne»<t 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 8125200282 Permit Number: ;- ;;Address 16802 53 AV S TUKW Issue Date: Suite Exp On: No Permit Ex p Steve Lancaster, Director D04-323," 03/07/2005; - 09/.03/2005�, r "F"'• Tenant: Name: GOUGH DEVELOPMENT - LOT 3 Address: 16802 53 AV S, TUKWILA WA Owner: Name: GOUGH DEVELOPMENT Address: k 3002 S WALKER ST, SEATTLE WA Contact Person: Name: THOMAS GOUGH Address: r. 3002 S WALKER ST, SEATTLE WA Contractor: Name: GOUGH DEVELOPMENT INC Address: 3002 S WALKER, SEATTLE WA Contractor License No: GOUGHDIO16CD Phone: Phone: 206 - 328 -8122 Phone: 206 - 328 -8122 Expiration Date: 02 /04/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,010 SQ FT SINGLE FAMILY RESIDENCE AND A 414 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND UNDERGROUDING OF POWER. HIGHLINE WATER DIST. & VAL -VUE SEWER DIST. Value of Construction: $177,147.66 Fees Collected: $3,459.95 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Number: 0 Start Time: Volumes: Cut 200 c.y. Start Time: Size (Inches): 0 End Time: Fill 50 c.y. End Time: Private: Public: Profit: N Non - Profit: N Private: Public: V doc: IBC - Permit D04 -323 Printed: 03 -07 -2005 Z i~ '~ w 5 00 w= f~ U) w. w LL? co a =w r~ _ Z L z r O w w U O N o11._ wW LL O •• Z W U O� Z "1 City of Tukwila Steven M. Mullet, Maya• Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us I * *continued on next page ** Steve Lancaster, Director 1 I i i doc:IBC- Permit D04 -323 Printed: 03 -07 -2005 Z Z': W' u� D J U" U O ND W= J �-.. CO) LL; W O; J LL < _ d f- _, Z H- O. Z ~. WW uJ, C D o ': O N W uJ W �. — Z. 111 O H'• Z City oY Tukwila Departrr:etit of Concmuitity Develop»iew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Permit Center Authorized Signature:— ' L . LG fi I — Date,. I hereby certify that I have read and examined this permit and know the same to be true and ordinances governing this work will be complied with, whether specified herein or not. Steven M. Mullet, Mayor Steve Lancaster, Director D04 -323 03/07/2005 09/03/2005 �3 - - 7-b5 :orrect. All provisions of law and The granting of this permit does not resume to ity to violate or cancel the provisions of any other s ate or local laws regulating construction or once o ork. I uthorized to sign and obtain this development pe727, Signature: Date: I Print Name: 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc:IBC- Permit 004 -323 Printed; 03 -07 -2005 Z ;3: Z . � W� J U. U O: rn Cl J H N LL. w 9 - LL? S2 d 3: z I' O Z h-' w U� O N. D F- W W U. tii Z U N s o� Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8125200282 Permit Number D04 -323 Address: 16802 53 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/02/2004 Tenant: GOUGH DEVELOPMENT - LOT 3 Issue Date: 03/07/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits doc: Conditions D04 -323 Printed: 03 -07 -2005 z Z UO N O to ul J � U. W O LLQ U) D = d �w z �O z �- W5 U� 0 c O F— wW H LL O z U= z �u:at ,-a.., ..c• . t: �a.::: r-. i�: dv.. st :,ein,.ss...f,.r....wa. •;,§: �.h �.Ca;,,,e ?�1.tt�J.t3. ,.. ,. .�. ..,�,5.. a.:?+ ".s:1G:sl:�'s�±i.�+7� '.+�.ts .a{,.. ''z+'�'Tf.�w�!a -Uory �..e i�.•F •S"4s��, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 Q Building Official from requiring the correction of errors in the construction documents and other data. z 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** �w n -1 U 16: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and N o completion of work at least 24 hours in advance. co H 17: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be N w O underground. W gas 18: Any material spilled onto any street shall be cleaned up immediately. u- j � 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation w off -site or into existing drainage facilities. z_ H 20: The site shall have permanent erosion control measures in place as soon as possible after final grading has been F- O Z UJ w completed and prior to the Final Inspection. v o 21: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 50 cubic yards of fill. If the final co o quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference w w in permit fee prior to the Final Inspection. v 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed v co areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this 0 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. Z 23: 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. * *continued on next page ** doc: Conditions D04 -323 Printed: 03 -07 -2005 .. City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 i 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 1 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 s regulating construction or the performance of work. i Signature: Oc J(/ .� Date: Print Name: i j r. �f 7 i. . i f i. doc: Conditions D04 -323 Printed: 03 -07 -2005 Z I � _3 UO. U1 N L L w O 9-5 U. Q =w z �-O z�- w W , D o. o CO o J• wW - U U. }" O ti! Z: CO O .z CITY OF TUKWILA � Community Development L dartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Penn 4o. Mechanical Permit No. Public Works Permit No. Project No. (For o ice use onl 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 ' (a A5Z King Co Assessor's Tax No.: Site Address: -19 x` S1 AU %,S . 'TO tCVJ i LA. L-O'r kk- 3 Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name `� _ `-' ° "' t ' O gig M51 � C7 t L-B C f'�'� fir-! 11`1. Mailing Address: 002 .3c:) k\t L-KArZ 9:r L-E V3 fit. 'kE 144 City State Zip CONTACT PERSON Name: Z uk& Gav)ve.1 -1 Day Telephone: Mailing Address: VA N Utr?2 S`r trk "Zi-6 _I0 t44 City State Zip E -Mail Address: t�`�py��n �'� S 'Q Fax Number: 6O(o1 :5er a_ - :GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: L" oy c h N i s - L C), tom, -sax7' n Mailing Address: 002- 5� W PttX i-TL Qr S L5RTTLE W k "1 ? 1 41' City State Zip Contact Person: Tt-t �IAAtI ��� C -�-r Day Telephone: �_Oo E -Mail Address: &_!?0! 1Q A C--GtiA L01 S p?ed + C �nl Fax Number: 2C3 Co 1 ( C.306- � � Ib /G. 4 � Expiration Date: O z 0+ 1 z.«o L . Contractor Registration Number: p * *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: Mailing Address: I q 13 d l s� iryv' - 0 -=1 . SL, L K tqr W K Qeb 32 Contact Person: � `a" (� Q-� 1-L-- City Day Telephone: State Zip Z -S-Rh, %�2 "25 feb E -Mail Address: S U4,VV% ItQZ1 . Caw► Fax Number: 6Z -S 3 q *z- -3(4 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: e�_Ot.J_ T 120 c_ 0 r.-I t O L J0 I cs'IC: f Mailing Address: l �(ol .� . �. �t2�' �: i2 s'f sU�"i c 7�A a gL-Lss ,1s WN c igclo , j City State Zip Contact Person: ��N V Ro*i l--L Day Telephone: ZS E -Mail Address: Fax Number: \permits plus \icc changcs \permit application (7 -2004) Page l .?�M• , �A '+Sfi!fas'_'iitun'":3a ++irti. Mks+ ��i. e�,* n,+ tt!+ �+ <.n <at•�ybtnar+•.vn�.w�..awn. rn ..... -.., +. E.S t an Q s t`1 L-_. -1 KA t'° L!;;1A Z W � D U W= �LL WO J LL co = W F- _ Z�_ HO Z W D0 co OH wW HF_ �- O W Z UN F_ _ O Z BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ �Z flod i'`� LO"r' Existing Building Valuation: $ Scope of Work (please provide detailed information): Pt!;tm .X FU9- At a 11J t:'�t l.�ts FlhMI x Q Will there be new rack storage? []..Yes S4 .. 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) SQ ET *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z. Compact: Handicap: Will there be a change in use? [] ....Yes ((..No If "yes ", explain: Z SZ W QQ JU UO (nQ co W J H WO J U. co W i ?H ZO U� ON O F,! W L U T. U_ O •Z W CO OF- Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 92 2ndFloor t (� 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage f Attached Carport Detached Carport Covered Deck / Uncovered.Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) SQ ET *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z. Compact: Handicap: Will there be a change in use? [] ....Yes ((..No If "yes ", explain: Z SZ W QQ JU UO (nQ co W J H WO J U. co W i ?H ZO U� ON O F,! W L U T. U_ O •Z W CO OF- Z PUBLIC WORKS PERMIT INFr- RMATION - 206 -433 -0179 Scope of Work (please provide detailed information):. E -l�or� v t"' W k CT41- "CU K W L L-A Qj-ik*T" 1,3 L ZD o fl /O'er Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wat District t Tukwila El ... Water District # 125 Highline El ... Renton Water Availability Provided Sewer District Tukwila X � ValVue ❑ .. Renton El ... Seattle ' � - ..Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of it current septic design approval by King County Health Department. Sub&itted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size -22" x 34 ") �t C��yy�� ❑...Technical Information Report (Storm Drainage) Ge'btechnical RepX ? ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) El.. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours El.. Right -of -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ' 9(.Construction/Excavation/Fil1- Right -of -way Non Right -of -way Total Cut 200 cubic yards -Total Fill 00 cubic yards (...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ Work in Flood Zone Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line Domestic Water _ �r El ... Permanent Water Meter Size... ;�t " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public _ ❑ ... Water Main Extension .............Public M WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ Trench Excavation %V( Utility Undergrounding ❑ ...Deduct Water Meter Size ........ FINANCE INFORMATION Fire Line Size at Property Line 10 ... Water Q... Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) _ ❑ ...Sewage Treatment Name: dna oyCa�-t L� a3�,�LOi4�/lal�`� Day Telephone: 44? � =32$ — 0 12Z Mailing Address: 300 2 — SIg"CZ LAT W t:k 0 1 e l ++ City State Zip Water Meter RefundBilling: Name: �►t�uC�6C ��s11,'= LO�fN►.�7t�1'7� Day Telephone: kotn) 3 �t2-'Z Mailing Address: 00L � MXC. �? �csdt+c'"1"(L�. X 61 fgt - + ,e +. City State Zip \pemtits plus \icc changes\permit application (7 -2004) Page 3 Z �W UO to 0 U) LLI J H CO U. WO }} J LL j N d = W H Z I- H O W ~ W UO ON C1 H WW ~ F- LL O W Z U= O Z MECHANICAL PERMIT INFOL .ATION - 206 - 431 -3670 ' MECHANICAL CONTRACTOR INFORMATION A Company Name: I'tL� — 1 Q?'•S i�tlZ._ C_43►jTr�1— Mailing Address: 1 S' l S _ ca rat2_ <. Tk-e_13M N City State Zip Contact Person: ti W A, c C U /L. < Day Telephone: E -Mail Address: G1.�LWU_y� ( CA Wcl s t CU, -Off�, &A Fax Number: Contractor Registration Number: kL_t_VJ'k A L O - f 4 C—S Expiration Date: 0 !97/ O 6) / 2 !v * *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): $ 4 L - o - Scope of Work (please provide detailed information): I alSfkrLt Emery_ t3A 1� � �"7RTt►JC9. Use: Residential: New ....� �velilacybifient.:...�}' - Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas....[ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Boiler/Compressor: Q Furnace <IOOK BTU Air Handling Unit >I0,000 Fire Damper -' _ Qty 0 -3 HP/ 100,000 BTU ` CFM Furnace >IOOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 B FEA... Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,00(YA"j to Single Duct i 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 <I0,000 CFM Equipment PERMIT APPLICATION. NOTES - Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE O,F WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ALMRIZED AGE n Signature: ov Date: 9 — Zl — ?-004 Print Name: T!-t 0.e_ N Day Telephone: 6 _00 3 28 -- f? 1 Mailing Address: 3g--Q Sc, S`^Ih•77LX r 9K . C 19 1-k-4 City State Zip Date Application Accepted: Date Application Expires: aff Initials: \permits plus \icc changes \permit application (7.2004) Page 4 Z ~ W t aaY � JU 0 Cl) J = U) LL WO LQ 0 = �W Z t`- 1- O Z F- W W U� ON 0 F- W III HF- �- O . Z • W UN F- _ O� Z i ti _ r Cit y of Tukwila 1906 z t 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8125200282 Address: 16802 53 AV S TUKW Suite No: Applicant: GOUGH DEVELOPMENT - LOT 3 Permit Number: Status: Applied Date: Issue Date: D04 -323 APPROVED 09/02/2004 Receipt No.: R05 -00321 Initials: BLH User ID: ADMIN Payee: THOMAS GOUGH Payment Amount: Payment Date: Balance: TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 4607 1,951.30 ACCOUNT ITEM LIST: 1,951.30 03/07/2005 11:37 AM $0.00 Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,773.30 PW LAND ALT PERMIT FEE 000/342.400 54.50 PW PERMIT /INSPECTION FEE 000/342.400 94.00 PW PLAN REVIEW 000/345.830 25.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,951.30 doc: Receipt 05 03`0 r J 6 i �' — ��ih r : 03 -07 -2005 z Z' W ar 2 6:3 . 00 0 CO H N LL W O U - cd �W E - 0, Z F- UJ U� O N OH W W, U- .. z N O Z r j � k� 1 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 I Z Z RECEIPT : � �W Parcel No.: 8125200280 Permit Number D04 -323 o Address: 16804 53 AV S TUIKW Status: PENDING N o Suite No: Applied Date: 09/02/2004 w W Applicant: GOUGH DEVELOPMENT - LOT 3 Issue Date: J w j 95 Receipt No.: R04 -01176 Payment Amount: 1 LL a Initials: BLH Payment Date: 09/02/200411:21 AM w User ID: ADMIN Balance: $1,901.30 z I— O W I � j Payee: GOUGH DEVELOPMENT INC v c o Ww TRANSACTION LIST: H �? Type Method Description Amount �_ ---- - - - - -- -- - - - - -- --------------------------- ------ - - - - -- z Payment Check 1162 1,508.65 U N i O z ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,152.65 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 69.00 Total: 1,508.65 I i i { i >600" 09 03 9716 TOTAL h'Ui • 70 doc: Receipt Printed: 09 -02 -2004 INSPECTION RECORD Retain a copy with permit INSPECTIO NO.. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 431-3670 Pre:ct: Type of Inspepefi; 'V4) V- --� 0 is TAApproved per applicable codes. Corrections required prior to approval. es Date Called: 1 0), 53 It 10� .9pltdaMnstructions: — Date Wanted: I I /Z /0 4s", p.m. Request I Phone No: I Receipt No.: I Date: I Z W W JU 0 (I)c C0 LLI W CO LL WO LL. < cl) =) CY LLJ 0 W �- LLI Uj 25 =) a 0 O WW H 5 u. 0 Z LU co O Z L—j paid at 6300 Southcentdr Blvd., Suite 100. Cali to sechedule reinspection. &, I Receipt No.: I Date: I Z W W JU 0 (I)c C0 LLI W CO LL WO LL. < cl) =) CY LLJ 0 W �- LLI Uj 25 =) a 0 O WW H 5 u. 0 Z LU co O Z L—j paid at 6300 Southcentdr Blvd., Suite 100. Cali to sechedule reinspection. f� INSPECTION RECORD Retain a copy with permit 3 INSPECTIOW40. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 ;reject: _ Type of In pRct' n: Address U Date Called r ' Special Instructions: - - Date Wanted: ' - - - I m Requester: A Phane o: " a — �0 Receipt No.: Date: Z H ~ W' JU U CJ) 9 C0 III W = �LL WO LL a = CY �W Z H F- O W � W U(3 O N a H W �O .. Z W U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspection. �.. � v� -..nv -t .vim 5 . s .- ..��._...... i..�v: �v.. ..... _ �.. ...... -. «. -. ... ............_.....��.. _ .. _. ...�... � , ' 2 " 2, Retain INSPECTION RECORD a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I L �� . Type of Insp i r A dress � � 5 3 '� • Date Called: I[� � Special Instructions: Q z f 7 ( 11��wC• � Date Wanted ,,;- -' a.m. cb Requester:.., v P one No: Approved per applicable codes. rNCorrections required prior to approval. It Receipt No.: Date: !J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule rein spection „r w Z JU U U �. J_ N LL W O 9: LL Q N �. T O �_W Z H WO W U� O - 0H W H� —0 .• Z W co H= O H- Z d ■ %WE I _ �. �1f�'f/ �►GG/ Receipt No.: Date: !J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule rein spection „r w Z JU U U �. J_ N LL W O 9: LL Q N �. T O �_W Z H WO W U� O - 0H W H� —0 .• Z W co H= O H- Z ns•F y�.v` dv >.,, n wa;a �;.:.�_y..�„�. r �:. r ., ;...a ;.: 2 INSPECTION RECORD Retain a copy with permit ° r INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670�v v Pr T Receipt No.: Date: s J Z ~ Q W CK W� 0 NO J = NLL WO 9 :3 N CY �W Z F- O W ~ W U� O co o�- WW H tL O LLI Z' co O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. of Ins ec'on: v Ad ms: 3 s Date Calle . Sp cial Instructions: Date Wanted Requester: Ph,�rie No: Receipt No.: Date: s J Z ~ Q W CK W� 0 NO J = NLL WO 9 :3 N CY �W Z F- O W ~ W U� O co o�- WW H tL O LLI Z' co O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD � Retain a copy with permit b ., 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �U1/�� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P GO a Type nspection: a i Address I Le X0 3 t Date Called: ) 0 ("I(j I Special Instructions: Date Wanted: a.m. Requeste . l Phone N/o: teceipt No.: Date: Z iH Z �W QQ� _3 C.) UO Cj) 0 CO) LLI J H CO) u_ W O 2� u - N� = a I .- W ' Z I— O Z H LLI 5 U� ON o�- WW H �. u. O W Z N U— O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. AN INSPECTION RECORD Retain a copy with permit - S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670�� P ect: Typ of inspect - n: e A�d� s: Date Called: � � � � Special Instructions: Date Wanted: a.m. Requester: Phone No: — receipt No.: Date: W Z Z '~ W JU UO (00 C0 LLJ J = C0 LL WO La cf) 2 C�. �W Z I— E- O Z I— �5 U ON 0H W U_ LL O- — •• Z W co O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. elf INSPECTION RECORD `-/ Retain a copy with permit * 2 06)431-36'70 INSPECTI N N0. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 Pr 'ect: L 1 -1/) (Z" 11� ieL. - le 1 Type of Inspection: W 1r7 �Y A r�ss�: S (Q O Date Calle g _ O Special Instructions: Date Wanted: Requester: Phone No: ®� .� O Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: i $58.0 IN paid at 6300 REQUIRED. Prior to inspection, fee must be lvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z F- �W JU U O Co 0 CO) �U- WO U - �d �W t— O Z I-- W U J �p U O� Q F- WW H ti l Z N U O Z INSPECTION C ON RECORD Retain a copy with permit s� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Pr ftict* Type of Ins ection: A dre s: I a - Date Called. o< Special Instructions: Date Wanted: ��O�OS _ rn p.m Requester: )., ud Pho a No: �� 0)19- 0 � kApproved per applicable codes. Corrections required prior to approval COMMENTS: r j l spec r: Date: $ .00 REINSPECTION F E REQUIRED. nor to inspection, fee must be p id at 6300 Southcenter lvd., Suite 1 . Call td sechedule reinspection. ipt No.: I IDate: Z 2 Z W JU UO W =. H NLL WO �a� U. Q co = C9 �W Z= W O � W U� O N. O F- W U. O. W Z U to O F.. Z i INSPECTION RECORD Retain a copy with permit �� r j° 3 INSPECTOON NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. P ject: Typeof Ins ectiop: A ess: /� _. • Date Called: D � Special Instructions: Date Wante a.m. P Re s � ICA /! v �.. G . 6 P one No: Receipt No.: Date: Z �Z `~ W _3 U UO W� N IL WO LLQ S20 W Z H I— O W UJ �p U ON 0 F- WW LL 2 111 Z U= O Z I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior x���I ��t� ` � °. Iv�t$�)t� r � ✓7 ?i,� ri; �'.�; a <.. t INSPECTION RECORD Q Retain a copy with permit b D(, j2J C r N0. PE N . CITY OF TUKWILA BUILDING DIVISION S� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 61431 -3670 Prprje)ct: � — � 3 T pe of InspectiorL �)a' f ( 16�2 Ad r ss: Date Called: 1� Special Instructions: +� Date Wanted: m, p.m. Requester: r , ire aw le Pbone No �10 Approved per applicable codes. Corrections required prior to approval. MENTS: Inspector: Date: $58.00 REINSPECTION F ! REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z a tu UO (/)(3 w J S2 LL WO ga� U. N =) = C'!. �W I- o W l'— W U13 CO) �H W W LL O 111 Z U CO) O Z 1� Z Z a tu UO (/)(3 w J S2 LL WO ga� U. N =) = C'!. �W I- o W l'— W U13 CO) �H W W LL O 111 Z U CO) O Z "� mow...........,_. .,... ... �... ._. _.. .. �. ..._ ._ � � � .. INSPECTION RECORD Retain a copy with permit PO r INSPECMN NO. PER F 6)431-3670 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Project: �� _� Type of inspection: -/ dress: V D &0 Date Called: 365 Special Instructions: V (J Date Wanted: 1 4( V p.m. Reques l Phone No: ZD u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z JU UO W= J co LL WO LL N :3 = �W ' Z l— O W ~ W co U� O W H H LL. O w z UN I•- _ O � z INSPECTION RECORD Retain a copy with permit INSPECTIOK NO. PE IT NO- S j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 31 -3670 Pr ect: 1 , Type of I s c 'on: A&D V IA Address: ` � I C) ! Date Called. ''f Special Instructions: wzi� Requesle Date Wanted: -- p.m. : C � ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: /< r -'o t_ $58.00 REINSPECTION FEE REQUIRED: -Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao sechedule reinspection. Receipt No.: Date: Z �Z '~ W J UO 0 w= �. N W WO J LL Q Z �W ' Z H HO Z H W W �p O CO. 0H W H6 W Z to 0 — F _ O Z ai *' {'FS - f INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T O. CITY OF TUKWILA BUILDING DIVISION- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 $Approved per.applicable codes. Project: Type of inspection: Addre ,ss: Date C1 led: Special Instructions: Date Wanted: C mod' 7` -� 7 w n. Requester: r' Phone No: Receipt No.: Date: O Corrections required prior to approval. i i Z S~ �~ W UO CO 0 C0 H � WO 9-1 LL Cl) = a W Z �_.. ' H O W ~ W U� O -, W H� LL! Z U (. H Z. O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 4 INSPECTION RECORD Retain a copy with permit r cy � INSPECTIM NO. W0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206)431 -3670 Pr 'ect: W U � � T Type of Ins tion: �. Ad ress: � D Date Called: Sp cial Instructions: • Date Wanted a.m. Requester: 1 , Approved per applicable codes. Corrections required prior to approval. Ik k 1614 1 s J $5$:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �H J U. 00 (0 W = I— LL w O LL co 2 �W Z� 1— O Z I— W LU �p U �O co o� W F- - !11 Z CO 0 H . O Z -1 Approved per applicable codes. ±C a� orrections required prior to approval. F I INSPECTION RECORD :5A Retain a copy with permit I s:g INSPECTION NO. PE 1 0, CITY OF TUKWILA BUILDING DIVISIONW 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 P"ject: Type of Inspection: VC F Addr'6s Date Called: • - 7 (-z.- 0-5 Spe Instructions: Date Wante a.m.' Reqyester: L - �C OMMENTS: M L it to inspection, fee must be Call to sechedule reins*tion. z 00 Cj) to LU LL W O 2 � 9-1 u- (n C11 LU z 0 W �- LU LLI L) co 0— OH W W M L) LL 0 iil z co P 0 z V 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P R I On CITY OF TUKWILA BUILDING DIVISION `? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. t • V . _''v l Ty a of Ins � t n: , y�r LA / A dress: oZ 5>3 D e Called: z/ � �/[•r�� Spec1 I Instructions: Date Wanted: a.m. Req ester: ' / L 0 I pe r Date: - X 1 ' � - 2 2" b 0 $ 8. 0 REINSPECTION FEE R QUIRED. Prio to inspection, fee must be P id t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. RecelD"o.: I Date: -V z H ~ W JU 0 0 0 W= J F- 0 U - W �Q co = �W z= F- I— O z F- LU W U� O N. O I-- WW I-- F. tL Z . Lll U= O z INSPECTION RECORD Retain a copy with permit I INSPEtTION NO. PERM CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' t: _ Z Type Inspection A d ss: A e Date alled: D S" Special Instructions: Date Wante a.m. RegU.e�t 1 ('' I P ne No: 03 Receipt No.: Date: r' zz . 2H W' UO W C0 L w 9-1 LL _ I.—W z H I O W ~ W U� ON 0 H w `-` O z U z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ...INSPECTION RECORD Retain a copy with permit INSPECTICIN NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 F] Approved per applicable codes. Pr ,le t: k Ve , T ye of Inspection: (l , A e r� (.c oy �3 Ave Date Calle o� Special Instructions: Date Want : I a.m. I o t3l 0 -S (En. Requ ter: .- P C e °, I $0 - Receipt No.: Date: b Corrections required prior to approval. iq COMMENTS: i Inspector: Date: r_ 3� / �. $58.0 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. A Z Z , JU UO N0: C0 LLI J = C0 L WO �-j u_ U � = d. F. W. Z= 1-- O W 0 0 o�- W H L). LL O .• Z W U N O Z 'P, �+ �¢ s ➢ k r t.+ 7 n . n✓ i t h r �� .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #109,, Tukwila, WA,_U 8,8 (206)431 -3670 P ect: , �1�3 Tyne/ ctjon A dress: na S3 Date Called - o Special Instructions: Date Wanteyf: _ �,c— a.m. Reque r• P pr+ No: =-11 Approved per applicable codes. Corrections required prior to approval. .; inspect uate: t $58.00 REINSPECTION & REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z �WW Q C JU UO N to W J = I— N LL WO J LL N a = W H Z �. 1= o W �p U O� 0 H W �O W Z Ham O Z (T.;(J': � - b'11t'•LJ, +�;�y4f?�� ;,`. i4 >1'rn't;.:�rr;:.f.'u: {�.;;:iR .. .. .. .. 4 INSPECTION RECORD Retain a copy with permit a r3� '� INSPECTION NO. PE O J(C� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 uect: 14 kk��Uk� b v�� Type of nsp ti on: re�: � � . Da e Cale: n Special Instructions: Date Wanted' �g� V p.m. fie_ uester :' Pho a o: 6 -- 9U Approved per applicable codes. Corrections required prior to approval. • 1 i► Receipt No.: Date: paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. � ^� � � Y i sl . �il�..�tii�� %�":�'���Fg11iA w tiG�.NIY Y- iiY ^Ibt$•k/firtiY i'7uii�.`�''w z �Z W � . UQ wf- CO LL WO LL N = W Z� H O W LU U� O� O F-- W W H� u. O z vM 0 z • INSPECTION RECORD Retain a copy with permit! DD INSPEC ION NO. PER CITY OF TUKWILA BUILDING DIVISION O. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 r4pject: A .-,"( T ne of I n y I /L) 0 io a r A ss - 1 U g )- 53 Date Called: � /)- Special Instructions: Date Wanted: M c- P Ml 1,17 In < Regi s I o ly nA- Pho No- D 'U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. l Receipt No.: Date: Z Z W WV 00 Cl) O CO) NU 0 LL co M CY LU z 0 W l!- uJ LLJ O 5 C0 Uj C.) u- 0 Z Z INSPECTION RECORD Retain a copy with permit �� I ION NO. PE I N J. J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 31 -3670 P ct: k v Type Mn : , 6f dress: Date ailed: Special Instructions: Date Wanted: .m. p.m Requ ster t Phon No: Recelpt'No.: Date: Z �Z Q�Q LU JU UO 0 CO) N LL W O. LL Q = W F Z F- O W ~ W U� O - 0 H W H O .Z w CO) O h-, Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r, INSPECTION RECORD R Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -3670 Pro'ect: Type of Inspectio ;_, Address: Date C led: Special In tructions: Date Wanted: p.m. Requester: Ph ne No: COMMENTS: 7 Nj Approved per applicable codes. Corrections required prior to approval. Inspector: Date: f [ 8.00 REINSPEC ION FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. d Receipt No.: Date: i' Z �Z W QQ � 3 UO W = H Co U. WO 9� LL Q = �W Z I— WO W U� . 0 — � H W W U. O .• Z W co O H- Z E INSPECTION RECORD Retain a copy with permit INSPECTION NO. E i E . S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21 -3670 P j � , Type si�sp tion: � Address Date Called: a r Special Instructions: Date Wanted: a. L4 I p.m. Requester U , M No: 13 Approved per applicable codes. Corrections required prior to approval. Inspd /4 tor: I Date: ,/ / / b $5 0 REINSPECTION FIE REQUIRED. P or to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z J U. UO W = H N LL WO LL N :3 = CY �w Z H ZO W W U� ON �H ww H� — 0 .. Z W U =, O Z l % Inspd /4 tor: I Date: ,/ / / b $5 0 REINSPECTION FIE REQUIRED. P or to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z J U. UO W = H N LL WO LL N :3 = CY �w Z H ZO W W U� ON �H ww H� — 0 .. Z W U =, O Z • Y} rt��; n. ig�v . .i, -. ... 4. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION � � � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 31 -3670 rgject: Type Inspectio : A d ft sss:. a S r_Y/� Date Called: Special Instructions: Date Wanted: l� .. a.m. Requester: Ph ne No: aS � � E Approved per applicable codes. M Corrections required prior to approva COMMENTS: �O 4 11.1C1,1 /i. 4.r1 4 2 V l-/-c d a . L I , I ctor: Date � 8.00 REINSPECT ON FEE REQ - IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.. Date: A Z UO CO J � N LL. W O 9 - LL. co = �W Z H F O - Z I` LU 5 U� O - o�_ W LL. O , . Z . W U= O F. Z .`3 tart. f.rk.2 =` r;Yi'` r4rtr� . �� � , a F :1� INSPECTION RECORD , I `( r Retain a copy with permit �'� INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 1431 -3670 , X_A Pr ject: Type of Inspection: Add VG Date Called: Special Instructions: Date Wanted, _ m. RL31 Requester: � . t.-�'� �Q,N,1 �• .�� �!?'f J Phone No: a5 — co�(e0- 5020 n Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: n n T dl - C- 1 jt . 1 : 1 { n ector: Date: $58.00 REINSP TION FEE REQU! . Prior to inspection, fee must be paid at 6300 Sout center ED Blvd., Suite 100. Call to sechedule reinspection. Z QQ SZ �QQ 2 JU UO WW J N LL W O 9 J LL i I- W Z= W O . W U� O N. �H W LL — 0 .. W Z U N H= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr jgct: 011A k e 40 Type of Inspec ' n: � via-p- Address: Date Called: C)/ ;2-7 o -Y --- Special Instructions: ��' 3 U M �r 0 t v I �Spe( f)/,n Date Wanted: a.m. Request e v e Phone No: o 4, �� ❑ Approved per applicable codes COMMENTS: i o • O Corrections required prior to approval. Inspector: cv— Date: &J 4 Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 3 Z *-Z �W QQ� JU UO W = NU_ W 9 - LL N = W ?H Wo W U� o� WW U U. O W Z N z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro ct: A Type of Inspection: LA Address: O 7-- rive S. Date Called: speciar instructions: 3 Date Wanted: a.m. p.m. Requester: Phone No: FlApproved per applicable codes. E] Corrections required prior to approval. COMMENTS: 61 0 1 Inspector: Date: v✓/ Receipt No.: Date: ,7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect Z JU L) 0 to (0 W LLJ 1: -J I.- Co U W 0 2 � go LL co CY W Z z W UJ 0 to 0 1 W LLJ T- L) F- 1I- u. LL 0 tii Z co Z ,t ' Project number 04 -389 sheet 1 of 35 E ; f { 'rta CITY RECEIVED zg TuKwLA ,Tt Clien t' Project Desi n Unlimited 9 S. 2 EP goo t f . r`by Plan 2010 PERMIT CENTER A/2 s rALC Q0" t ; (Seismic Design based on 88005 Zip Code) s t EXPIRES: 4/23/ : ;t'wlst Y c alculation Coh$.i rucoon.: Technologies Jan :V.- Rohlik P.E.'. 11661 S:E: First'Street; Suite # 204 Bellevue; -WA 98005 425- 450 = 0454 Phone 426 0507' Fax - Note V , ?fit These calculations were prepared for the above'client and specifically for this. project. s Project looation shall:be describe by'the address or specific plat- lot number. Ca lculationsshall match' iY 'r projegt location as well as the.plan date as shown above, with date on the plan s..Construction Technologies .: sp`ecifically'reserves the right to review and approve of each individual site (by written letter, signed and sealed'with.wet stamp) upon which the: plan is to be applied and does not warrant the design without such individual site,review and approval. The;calculations :are not valid without an original wet stamp. signed in blue Ink. Construction Technologies has been retained to provide engineering and design for the specific items as 4 Iridicated.within these calculations' Ao other.areas of the structure have been investigated nor are their Y.;;, ;.:; :.• : - suitability..implied by the wotic contained herein. 04 z '~ w � JU UO NO J H CO ti WO J LL u) d = W Z� �O z l­_ W W U� CO o� WW F� LL Z W N U= P z {F D@@ser tvon t p L Lateral Desi in . g : ;t'wlst Y c alculation Coh$.i rucoon.: Technologies Jan :V.- Rohlik P.E.'. 11661 S:E: First'Street; Suite # 204 Bellevue; -WA 98005 425- 450 = 0454 Phone 426 0507' Fax - Note V , ?fit These calculations were prepared for the above'client and specifically for this. project. s Project looation shall:be describe by'the address or specific plat- lot number. Ca lculationsshall match' iY 'r projegt location as well as the.plan date as shown above, with date on the plan s..Construction Technologies .: sp`ecifically'reserves the right to review and approve of each individual site (by written letter, signed and sealed'with.wet stamp) upon which the: plan is to be applied and does not warrant the design without such individual site,review and approval. The;calculations :are not valid without an original wet stamp. signed in blue Ink. Construction Technologies has been retained to provide engineering and design for the specific items as 4 Iridicated.within these calculations' Ao other.areas of the structure have been investigated nor are their Y.;;, ;.:; :.• : - suitability..implied by the wotic contained herein. 04 z '~ w � JU UO NO J H CO ti WO J LL u) d = W Z� �O z l­_ W W U� CO o� WW F� LL Z W N U= P z r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEA R - THAN it THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. = D O 0 0 m 3 3 i I.- `l NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS THE DOCUMENT.. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY LATERAL DESIGN ASSUMPTIONS LIGHT FRAME RESIDENTIAL STRUCTURE LOAD CARRYING SYSTEM EXTERIOR AND INTERIOR WALLS WITH HEADERS AND MISC. BEAMS KIPS KIPS EXTERIOR AND INTERIOR CONCRETE FOUNDATION WALL AND FOOTINGS PSF PSF WITH INTERIOR CONCRETE PADS AND OR FOOTINGS PLF PLF LATERAL RESISTING SYSTEM PSF PSF EXTERIOR AND INTERIOR SHEAR WALLS PLF PLF ROOF TRUSSES OR 2x RAFTERS MAXIMUM STRUCTURE HEIGHT FRONT ELEV. 27.10 FT LEFT SIDE ELEV. 27.10 FT RIGHT SIDE ELEV. 27.10 FT BACK ELEV. 27.10 FT PONY WALLS NO PONY WALLS ASSUMED 27.10 FRONT ELEV. 0.00 FT LEFT SIDE ELEV. 0.00 FT RIGHT SIDE ELEV. 0.00 FT BACK ELEV. 0.00 FT UPPER FLOOR EXT. AND INTER. WALLS PLATE HIGH 8.10 FT MAIN FLOOR EXT. AND INTER. WALLS PLATE HIGH 9.00 FT AVERAGE HEIGHT OF STRUCTURE 27.10 FT MEAN ROOF HT 26.00 FT TOTAL HT TO TOP PLATE UPPER FLOOR 18 .10 FT TOTAL HT TO TOP PLATE MAIN FLOOR 9.50 FT MAX ROOF PROJECTION 9. 00 FT MEAN ROOF PROJECTION 4. 00 FT ROOF DEAD LOAD Shakes 8.00 SF ROOF DEAD LOAD Clg Jolst,GWB CIg,Misc 7.00 SF TOTAL ROOF LOAD 15.00 SF ROOF SLOPE 6 12 ROOF ADJ FOR SLOPE 15.94 SF ROOF SNOW LOAD ( INCLUDED (9 SEISMIC CALCS) 0.00 SF TOTAL ROOF DL ( ROOF ADJ FOR SLOPE) 15.94 SF FLOOR DEAD LOAD 15.00 SF EXTERIOR WALL DEAD LOAD 12.00 SF INTERIOR WALL DEAD LOAD 10.00 SF ROOF AREA WITH OVERHANG . 1288.0 SF MAIN FLOOR AREA WITH LOW ROOF 1198.0 SF GARAGE Included above 0.0 SF SEISMIC FORCE TRIB TO ROOF PLATE SEISMIC FORCE TRIB TO FLOOR PLATE SEISMIC INERTIA TO ROOF PLATE SEISMIC INERTIA TO FLOOR PLATE SEISMIC INERTIA TO ROOF DIAPH. SEISMIC INERTIA TO FLOOR DIAPH. Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE End Zone WIND LOAD TO FLOOR PLATE End Zone Maxim Roof Projection = 27' -0" WIND LOAD TO ROOF PLATE Interior Zone WIND LOAD TO FLOOR PLATE Interlor Zone Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE End Zone WIND LOAD TO FLOOR PLATE End Zone Maxim Roof Projection = 28' -0" WIND LOAD TO ROOF PLATE Interior Zone WIND LOAD TO FLOOR PLATE InterlorZone 8.33 5.09 KIPS KIPS 6.47 4.25 PSF PSF 130.50 98.80 PLF PLF 6.47 7.83 PSF PSF 130.50 136.80 PLF PLF 130.50 98.80 PLF PLF 100.50 136.80 PLF PLF 100.50 98.80 PLF PLF Z F- �. w W 2' �0 UO CO) 0. W= J i--, W LL W O 9 -J LL Q N _. Z CY �W Z H F- O. Z �- W �5 U 0. O N. W i u" O W U O Z 4. LATERAL DESIGN WIND DESIGN EXPOSURE : "B" MWFRS wind force loading diagram IBC fig.1609.6.2.1 WIND SPEED: per fig 1609 V(3s) = 85 3- second gust wind speed ( mph) = Use Vfm = 85 mph Use IBC 2003 1609.6 Simplified wind load method Ps = I *lw • Ps30 Where I = 1.0 exp B - Adj.Factor for height and exposure Table 1609.6.2.1.(4) Iw=1.0 Importance factor from section 1609.5 - building category II ps30 = Simplified design wind presure for exp B at h =30ft from table 1609.6.2.1.(1) mr. qnn % T.hta irna R 9 1 N1 Roof rise Tabulated Pressure End zone Case 1 JCase 2 Height = ZONES 10.84 " =h•0.4" MIn.Horiz 28.00 Horiz. width = 28.00 Ft Horizontal Pressures 4Y. = 1.12 Vertical Pressures 46.00 Ft 4.60 " =V0.1" Overhan s In 12 " Load case A 11.50 B -5.90 C 7.60 D -3.50 E -13.80 F -7.80 G -9.60 H -6.10 Eoh -19.30 Goh -15.10 1.0 Ft Roof Mean Ht Flat 1 2 1 12.90 -5.40 8.60 -3.10 -13.80 -8.40 -9.60 •6.50 -19.30 -15.10 3 1 14.40 -4.80 9.60 -2.70 -13.80 •9.00 -9.60 •6.90 -19.30 -15.10 4 1 15.90 -4.20 10.60 -2.30 -13.80 •9.60 -9.60 -7.30 -19.30 -15.10 6 1 14.40 2.30 10.40 2.40 •6.40 •8.70 -4.60 -7.00 41.90 -10.10 2 •2.40 -4.70 •0.70 -3.00 7 To 12 1 12.90 8.80 10.20 7.00 1.00 1 -7.80 0.30 - 6.70 .4.50 -5.20 2 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 - 2.80 -4.50 -5.20 Building Geometry Tabulated Pressure End zone Case 1 JCase 2 Height = 27.10 Ft 10.84 " =h•0.4" MIn.Horiz 28.00 Horiz. width = 28.00 Ft 2.80 " =w'01" 4Y. = 1.12 Horiz.Length = 46.00 Ft 4.60 " =V0.1" Min 3' -0" 3.00 Roof slope = 6 :12 2.80 "= Min End Zone" Design End Zone = Main floor Plate Ht = 9.0 Ft Max Structure Ht 27.10 Ft Upper floor Plate Ht = 8.1 Ft Max Walls Ht 18.10 Ft Rims depth = 1.0 Ft Roof Mean Ht 22.60 Ft Main Roof Projection = 9.0 Ft 0.00 0.00 Zone Tabulated Pressure Horiz.Component Case 1 JCase 2 1 Case t Case 2 Note: Hor. Force Comp. Acting In minus X direction ...consider to be "0" A 14.40 14.40 I Pwall P roof B 2.30 2.30 P roof Ht =30' C 10.40 10.40 Ht =40' 14.40 11.70 D 2.40 2.40 9.16 GOVERNING CASE E -6.40 -2.40 0.00 0.00 F •8.70 -4.70 17.40 9.40 G -4.60 -0.70 0.00 0.00 H -7.00 -3.00 14.00 6.00 case 1 17.88 End Zone - Horiz Pressure Interior Zone - Horiz. Pressure Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Ht =40' 14.40 19.70 20.69 21.47 10.40 16.40 17.22 17.88 case 2 (End Zone - Horiz Pressure I Interior Zone - Horiz. Pressure I Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Ht =40' 14.40 11.70 12.29 12.75 10.40 8.40 8.82 9.16 GOVERNING CASE USE FOR DESIGN End Zone - Horiz Pressure I PSF Interior Zone - Horiz. Pressure PSF Pwall P roof P roof P roof Pwall P roof P roof P roof Ht =30' Ht =35' Ht =40' Ht =30' Ht =35' Ht =40' 14.40 19.70 20.69 21.47 10.40 16.40 17.22 17.88 5.60 Ft s Z it Z . ww W � Zi U O D CO W J to LL W O, 9 Ei LL � �W z� H O W W Ucl ON 0 H =W ~ FU-- �' O ill Z CO F- X O Z For Structures meeting design criteria as specified by IBC 2003 - 1609.6 use horizontal pressures for MWFRS P Ps = I •Iw • Ps30 IBC 2003 - EQ 16 -34 Maxim Roof Projection = 27'-0" End zones MAX PROJECTED HT OF THE STRUCTURE 27 FT Min Pressure per sec 1609.6.2.1.1. MEAN ROOF HT 27 FT (Zones E,F,G and H - Pres. = 0) MAX PROJECTED HT OF THE ROOF 9.00 FT Use P = 10 psf TRIG. HT TO ROOF PLATE h1 0 FT @ 2.42 PSF = 0.00 PLF 0 PLF h2 9 FT @ 2.30 PSF = 20.70 PLF 90 PLF h3 4.05 FT @ 14.40 PSF = 58.32 PLF 40.5 PLF h4 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO ROOF PLATE 79.02 PLF 130.50 PLF Governing Wind Pressure 130.50 PLF TRIB. HT TO FLOOR PLATE h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF h2 5 FT @ 14.40 PSF = 72.00 PLF 50 PLF 113 4.5 FT @ 14.40 PSF = 64.80 PLF 45 PLF h4 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 136.80 PLF 95.00 PLF Governing Wind Pressure 136.80 PLF TRIB. HT TO LOWER PLATE h1 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF h2 0 FT @ 14.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF Maxim Roof Projection = 27' -0" Interior zones MAX PROJECTED HT OF THE STRUCTURE 27 FT Min Pressure per sec 1609.6.2.1.1. MEAN ROOF HT 27 FT (Zones E,F,G and H - Pres. = 0) MAX PROJECTED HT OF THE ROOF 9.00 FT Use P = 10 psf TRIB. HT TO ROOF PLATE h1 0 FT @ 2.52 PSF = 0.00 PLF 0 PLF 112 9 FT @ 2.40 PSF = 21.60 PLF 90 PLF h3 4.05 FT @ 10.40 PSF = 42.12 PLF 40.5 PLF h4 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO ROOF PLATE 63.72 PLF 130.50 PLF Governing Wind Pressure 130.50 PLF TRIB. HT TO FLOOR PLATE h1 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF h2 5 FT @ 10.40 PSF = 52.00 PLF 50 PLF h3 4.5 FT @ 10.40 PSF = 46.80 PLF 45 PLF h4 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 98.80 PLF 95.00 PLF Governing Wind Pressure 98.80 PLF TRIB. HT TO LOWER PLATE hi 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF h2 0 FT @ 10.40 PSF = 0.00 PLF 0 PLF TOTAL UNIFORM LOAD TO FLOOR PLATE 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF Z W' ce �U U Off` N N W CO) LL WO LL Q co) H =. Z HO Z H- � Q :O N, 0 H WW U. - 0 111 Z O Z k Maxim Roof Projection = 28'-0" End zones MAX PROJECTED HT OF THE STRUCTURE Min Pressure per sec 1609.6.2.1.1. MEAN ROOF HT MAX PROJECTED HT OF THE ROOF 6.00 FT TRIB. HT TO ROOF PLATE Use P = 10 psf h1 0 FT @ h2 6 FT @ h3 4.05 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO ROOF PLATE 14.40 PSF = TRIB. HT TO FLOOR PLATE 0 PLF h1 0 FT @ h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 14.40 PSF = TRIB. HT TO LOWER PLATE 5o PLF h1 0 FT @ h2 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 0 PLF Maxim Roof Projection = 28' -0" Interior zones MAX PROJECTED HT OF THE STRUCTURE Min Pressure per sec 1609.6.2.1.1. MEAN ROOF HT MAX PROJECTED HT OF THE ROOF 6.00 FT TRIB. HT TO ROOF PLATE Use P = 10 psf h1 0 FT @ h2 6 FT @ h3 4.05 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO ROOF PLATE 14.40 PSF = TRIB. HT TO FLOOR PLATE 0 PLF hi 0 FT @ h2 5 FT @ h3 4.5 FT @ h4 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 14.40 PSF = TRIB. HT TO LOWER PLATE 5o PLF h1 0 FT @ h2 0 FT @ TOTAL UNIFORM LOAD TO FLOOR PLATE 0 PLF q 28 FT Min Pressure per sec 1609.6.2.1.1. 25 FT (Zones E,F,G and H - Pres, = 0) 6.00 FT Use P = 10 psf 2.30 PSF = 0.00 PLF 0 PLF 2.30 PSF = 13.80 PLF 60 PLF 14.40 PSF = 58.32 PLF 40.5 PLF 14.40 PSF = 0.00 PLF 0 PLF 72.12 PLF 100.50 PLF Governing Wind Pressure 100.50 PLF 14.40 PSF = 0.00 PLF 0 PLF 14.40 PSF = 72.00 PLF 5o PLF 14.40 PSF = 64.80 PLF 45 PLF 14.40 PSF = 0.00 PLF 0 PLF 136.80 PLF 95.00 PLF Governing Wind Pressure 136.80 PLF 14.40 PSF = 0.00 PLF 0 PLF 14.40 PSF = 0.00 PLF 0 PLF 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF 28 FT Min Pressure per sec 1609.6.2.1.1. 25 FT (Zones E,F,G and H - Pres. = 0) 6.00 FT Use P = 10 psf 2.40 PSF = 0.00 PLF 0 PLF 2.40 PSF = 14.40 PLF 60 PLF 10.40 PSF = 42.12 PLF 40.5 PLF 10.40 PSF = 0.00 PLF 0 PLF 56.52 PLF 100.50 PLF Governing Wind Pressure 100.50 PLF 10.40 PSF = 0.00 PLF 0 PLF 10.40 PSF = 52.00 PLF 50 PLF 10.40 PSF = 46.80 PLF 45 PLF 10.40 PSF = 0.00 PLF 0 PLF 98.80 PLF 95.00 PLF Governing Wind Pressure 98.80 PLF 10.40 PSF = 0.00 PLF 0 PLF 10.40 PSF = 0.00 PLF 0 PLF 0.00 PLF 0.00 PLF Governing Wind Pressure 0.00 PLF I Z Z LIJ JU UO fA cl W =. J � co) LL W O' LL = N d W. f Z H O W H' W DO U :O N. � H W I` LL H - 0 W Z U_ N; H � O Z ,SEISMIC Building Category II Seismic Imp Fact 1 Seismic category 1 R - factor 6.5 Sd ( work sheet) 1.003 Overstrenght Fac. 3 Soil class D Seismic Use Group D Seismic Coeff. 0.1542 WHERE Wt= W(ROOF) + W(FLOOR) SEISMIC LOADS P S F ROOF (SNOW) 15.94 ( WHERE APPLICABLE) FLOOR 15.00 EXT. WALL 12.00 INT. WALL 10.00 1) LOAD TRIBUTARY TO ROOF PLATE LOAD WIDTH LENGTH LOAD [ KIPS ] ROOF 15.94 26.00 46.00 20.54 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF 15.94 0.00 0.00 0.00 ROOF OVERH 15.94 160.00 1.50 3.83 EXT.WALL 12.00 4.05 148.00 7.19 EXT.WALL 12.00 4.05 0.00 0.00 EXT.WALL 12.00 4.05 0.00 0.00 EXT.WALL 12.00 4.05 0.00 0.00 INT.WALL 10.00 4.05 214.00 8.67 TOTAL ROOF PLATE 40.22 2) LOAD TRIBUTARY TO FLOOR PLATE LOAD WIDTH LENGTH LOAD ( KIPS j LOW ROOF 15.94 10.00 5.00 0.80 LOW ROOF 15.94 0.00 0.00 0.00 LOW ROOF 15.94 0.00 0.00 0.00 LOW ROOF 15.94 0.00 0.00 0.00 FLOOR 15.00 28.00 46.00 19.32 FLOOR 15.00 -20.00 7.00 -2.10 FLOOR 15.00 0.00 0.00 0.00 FLOOR 15.00 0.00 0.00 0.00 EXT.WALL 12.00 9.00 148.00 15.98 EXT.WALL 12.00 4.00 0.00 0.00 EXT.WALL 12.00 6.50 0.00 0.00 INT.WALL 10.00 4.00 214.00 8.56 INT.WALL 10.00 4.50 94.00 4.23 Z Q W UO: N O W = J CO) LL W 0 LL Q' M a , 1 - _. Z� I- O Z F- W �j UO O O I-. W UJ ` LL Z W C.) O Z 4 3) BASE SHEAR Vb = BASE SHEAR COEFFICIENT ' W(ROOF)' W(FLOOR) Vb= 0.154 40.22 46.79 y; Vb= 13.42 KIPS 3 rt 4) STORY SHEAR = Fx PLATE-HT WI HT • WI Story Force Story Force Diaphragm Force Diaphragm (Ft j ( KIPS ( K -FT j Fx Coefficient. ( KIPS j Fpx Coef. 18.10 40.22 728.03 8.33 0.21 8.33 0.21 9.50 46.79 444.52 5.09 0.11 7.22 0.20 87.01 1172.55 13.42 15.55 5) ROOF DIAPHRAGM SHEAR = Fpx ( using Story Coef.) Sd I W x Force Kips I area Em Inertia PSF Min Design 0.2 Sd•I'Wpx 1.00 1.00 40.2 8.07 6.26 Fpx Fx coef.'Wpx 40.2 8.33 6.47 Max Design 0.4 Sd•I'W x 1.00 1.00 40.2 16.14 12.53 Fx = Governing 8.33 6.47 6) FLOOR DIAPHRAGM SHEAR = Fpx ( using Story Coef. ) EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS SEISMIC FORCE -ROOF LEVEL Sd I W x Force Kips / area Em Inertia PSF Min Design 0.2 Sd'I'Wpx 1.00 1.00 46.8 9.39 7.83 Fpx Fx coef."Wpx 46.8 9.39 7.83 Max Design 0.4 Sd'I`W x 1.00 1.00 46.8 18.77 16.67 EQUIVALENT SEISMIC UNIFORM LOAD TO HORIZONTAL DIAPHRAGMS SEISMIC FORCE -ROOF LEVEL 9.39 SEISMIC FORCE - FLOOR LEVEL WIDTH OF STRC.@ ROOF PLATE N- S WIDTH OF STRC.@ ROOF PLATE W- E KIPS WIDTH OF STRC.@ FLOOR PLATE N- S WIDTH OF STRC.@ FLOOR PLATE W- E UNIFORM LOAD ROOF PLATE N -S Wn -s UNIFORM LOAD ROOF PLATE W -E We -H UNIFORM LOAD FLOOR PLATE N -S Wn -s UNIFORM LOAD FLOOR PLATE W -E We -m WIND GOVERNS YES/ NO ROO FLO( SEISMIC GOVERNS YES/ NO ROO FLO( ROOF UNIFORM LOAD RATIO SEISMIC TO WIND N -S FT RATIO SEISMIC TO WIND W -E BASE SEISMIC LOAD N -S BASE WIND LOAD N -S .FT BASE SEISMIC LOAD W -E BASE WIND LOAD W -E BASE UNIFORM LOAD FAC.E'0.7 RATIO SEISMIC TO WIND N -S RATIO SEISMIC TO WIND W -E 0.93 0.93 i i Z Z U. UO. moo. CO W = J �. N LL W � LL Q _ d W Z � 1- O Z F_ W UJ � p. ON O H W W LL - 0 , Z W U_CO O Z Fx = Governing 9.39 7.83 8.33 KIPS 9.39 KIPS 50.00 FT 50.00 FT 50.00 FT 50.00 .FT SEISM FAC.E'0.7 WIND 166.6 116.6 130.50 166.6 116.6 130.50 187.7 131.4 136.80 187.7 131.4 136.80 130.5 PLF 136.8 PLF 116.6 PLF MAX 131.4 PLF MAX 0.89 Max Wn -s 130.5 PLF 0.89 Max Ww -e 130.5 PLF 248.0 Max Wn -s 267.3 PLF 267.3 248.0 Max Ww -e 267.3 PLF 267.3 0.93 0.93 i i Z Z U. UO. moo. CO W = J �. N LL W � LL Q _ d W Z � 1- O Z F_ W UJ � p. ON O H W W LL - 0 , Z W U_CO O Z Uniform Loads to Roof plat e N- S Trib. L Seis. Inertia Seismic loa PLF Wind Load 46 6.47 w1 = 298 101.00 Uniform Loads to Roof plate JW.E Trib. L Seis. Inertia Seismic load PLF Wind Load 28 6.47 w1 = 181 130.50 Uniform Loads to Floor plate N- S SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 45 4.25 w1 = 191 13630 Uniform Loads to Floor Dia h. N- S DIAPH. Trib. L Seis. Inertia Seismic load PLF 45 7.83 w1 = 28 7.83 w2 = 353 219 Uniform Loads to Floor plate W -E SHEAR WALL Trib. L Seis. Inertia Seismic load PLF Wind Load 28 4.25 w1 = 119 136.80 Uniform Loads to Floor Dia h. W -E DIAPH. Trib. L Seis. Inertia Seismic load PLF 28 7.83 w1 = 20 7.83 w2 = 219 157 to i f Z f+� ~ Z �W W� J U UO to o CO) =' J F. N LL WO ' LL a N C = W H O. UJ Z H 2� U �' 0 (0, D W it•- u. O tll Z N O Z St�isr-t C$ji Nr7 t )( kiv 5tsf�. 131.E t.r, �f � �3 1�61. 5s o ¢�I o Z, 6-TT T 920 C 4-40 f� Vt p .NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 V � • � • 2 -:fib a z . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._._-. SEISMIC NORTH SOUTH DIF DIST -CUCL ROOF 4 DIST -CULL SEISMIC NORTH SOUTH DIF DIST -CUCL ROOF FORCE TOT L DIST -CULL FROM TO CL FLOOR FROM TO CLA 4618.0 46 28 CLC 4618.0 46 0 CLA 6530.0 46 20 CLB 2674.0 20 8 CLC 5382.0 20 ,ECTION FLOOR FORCE TOTL CL WIND NORTH SOUTH DIRI DIST -CUCL ROOF FORCE DIST -CUCL FROM TO CL FLOOR FROM TO CLA 1615.0 46 28 CLC 1615.0 46 0 0 CLA 2985.0 46 0 20 CLB 1920.0 20 0 8 CLC 2170.0 20 0 = CTION FLOOR FORCE CL i ' SEISMIC WEST EAST DIRECTION DIST -CUCL ROOF FORCE 4977.0 28 DIST -CUCL FLOOR FORCE FROM TO CL FROM TO CL 0 CL1 1720.0 28 0 CL1 4977.0 28 16 CL2 2896.0 28 24 CL3 7831.0 20 16 CL4 2368.0 28 22 CL5 /CL6 4154.0 20 { 14 CL5 1192.0 20 WIND WEST EAST DIRE CTION DIST -CUCL ROC FROM TO CL CL1 16 CL2 16 CL4 14 CL5 FORCE DIST -CUCL FROM TO 1250.0 28 2100.0 28 24 1970.0 28 22 1120.0 20 FLOOR FORCE CL CL1 4977.0 28 CL3 3608.0 20 CL5 /CL6 4154.0 20 /y 2 D U O N J � w O, r, L � = d' W ' Z� Z� �p U O O F-: =a ..Z w O ~. Z.. N - S DIRECTION SEISMIC ROOF ROOF FLOOR FLOOR FLOOR CLA CLC CLA CLB CLC MAX TOT.SHEAR Vmax 4618 4618 6530 2674 5382 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8,1 RM - L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 12.0 DL FLR 15.0 15.0 15,0 15.0 15.0 DL ROOF 15,9 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 1.0 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0,0 0.0 L1 16.0 20.0 38.0 19.0 16.0 WALLS LENGTH L2 17.0 17.0 0.0 0.0 9,0 L3 0.0 0.0 0.0 0,0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0,0 0.0 OVERTURNING TOT L 33.0 37,0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 O.T.M. 12954.4 12276.0 37780.7 15471.0 11209.9 R.M. WDL 12441.6 14045,4 70178.4 17544.6 3936,6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 9263.7 - 12806.1 - 35126.8 - 2755.9 7120.2 C=T -579.0 -753.3 -924.4 -145.0 791,1 HOLDOWN FORC T MAX -579 -753 -924 -145 791 ,�,{ U S E - HOLDOWN Holdown Type ✓ Dw �� l `� 1 SHEAR v not fadd 139.9 124.8 171.8 140.7 215.3 SHEAR (E/1.4) v max 100.0 89.2 122.7 100.5 153.8 REDUND.FACTOF 1.001 100 123 191, 154 SHEAR WALL TYPE P1.6 ` i P1.6 ` P1-6 ! - P1 -6E 016 NOTES . Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin' hmax "((Vmax1.4)'1 /L) RM - ((0.5'(Lmin ^2)'hmax•DLWALL)) DOTM OTM- ((RMDL +RMRDL +RMFDL)•(0.9)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) I IMIT - QW;:AR \/marlTC1T 1 Z � H Z V 0 N 0 J � CO) LL w J u. j. N 0 Z 1- Z0 LU 5 U� 0 N, O 1- WW ~ H LL- 0 ..Z U = 0 ~ Z 0 N - S DIRECTION WIND ROOF ROOF FLOOR FLOOR FLOOR CLA CLC CLA CLB CLC MAX TOT.SHEAR Vmax 1615.0 1615.0 2985.0 1920.0 2170.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 8.1 87 L 33.0 37.0 38.0 19.0 25.0 WALL LOADING DL WALL 12.0 12.0 110 12.0 12.0 DL FLR 15.0 15.0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 1.0 1.0 1.0 T.W.ROOF 6.0 6.0 0.0 0.0 0.0 L1 16.0 20.0 38.0 19.0 16.0 WALLS LENGTH DOTM - OTM- ((RMOL +RMRDL +RMFDL)'(0.67)) L2 17.0 17.0 0.0 0.0 9.0 L3 0.0 0.0 0.0 0.0 0.0 L4 0.0 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 0.0 OVERTURNING TOT L 33.0 37.0 38.0 19.0 25.0 L MIN 16.0 17.0 38.0 19.0 9.0 O.T.M. 6342.5 6010.4 24178.5 15552.0 6327.7 R.M. WDL 12441.6 14045.4 70178.4 17544.6 3936.6 R.M. RDL 12245.2 13823.7 0.0 0.0 0.0 R.M. FDL 0.0 0.0 10830.0 2707.5 607.5 D.O.T.M. - 10197.6 - 12661.9 - 30097.1 1983.1 3283.2 C=T -637.4 -744.8 -792.0 104.4 364.8 HOLDOWN FORC DESIGN T -637 -745 -792 104 365 USE - HOEDOWN TYPE SHEAR v max 49 44 79 101 87 SHEAR WALL TYPE P1 -6 P1 -6 P1.6 P1 -6 P1 -6 w I Wind 40% Incr. P1 -6 P1 -6 P1.6 P1 -6 Pi -6 NOTES: (L Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM Lmin'hmax'((Vma)'1 /L) RM - ((0.5•(Lmin ^2)'hmax "DLWALL)) DOTM - OTM- ((RMOL +RMRDL +RMFDL)'(0.67)) C =T - DOTM/Lmin HOLDOWN FORCE (C =T) j UNIT SHEAR Vmax/TOT L 1( 14e 9 Z Z � 7-; J U. UO co o J H co W. W O. La N H =. Z F- Z f- W W U� ON Q 4- W H cy. LL W Z co) O Z CHECK REDUNDANCY FACTOR NORTH SOUTH DIRECTION MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q <= 1.0 V story 13.42 KIPS AREA FLOOR 1198.00 SF Vumax 775.31 PLF MAX ACTUAL WALL SHEAR 216.00 PLF RHO" q -1.61 USE "RHO" = 1.00 i r�- �QQ � J U. UO CO A W ; W = CO LL WOO J LL. Q. N cy` .H W ' ? H, H- O, ZH 5 U � O co � H W W' U F— — LL �n —O LLi z' U N O ~. 0. i W- E DIRECTION SEISMIC ROOF ROOF ROOF ROOF CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1720.0 2896.0 2368.0 1192.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 TOTAL WALL LENGTH (L1 ..... L6) L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 DOTMILmin DL FLR 15.0 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 15.9 T.W. FLR 0.0 0.0 0.0 0.0 T.W.ROOF 1.0 1.0 1.0 1.0 WALLS LENGTH L1 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 L4 0.0 0.0 0.0 0.0 L5 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 OVERTURNING TOT L 15.0 8.0 12.0 10.0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 3980.6 16755.4 5708.6 1724.1 R.M. WDL 1749.6 3110.4 1215.0 303.8 R.M. RDL 287.0 510.2 199.3 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2147.6 13496.9 4435.7 1405.9 C = T 1 357.9 1687.1 887.1 562.4 HOLDOWN FORC T MAX 358 1687 887 562 USE - HOEDOWN TYPE / y<G � b ,UO L �1,� &� (/ � y ` SHEAR v not.fact'd 114.7 362.0 197.3 119.2 SHEAR (E/1.4) v max 81.9 251 REDUND.FACTOF 1.08 88 2 SHEAR WALL TYPE P1 -�1 , P NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin'hmax'((Vmaxl.4)'1 /L) RM - ((0.5'(Lmin^2)'hmax•DLWALL)) DOTM - OTM- ((RMDL +RMRDL +RMFDL)'(0.9)) C =T - DOTMILmin HOLDOWN FORCE (C =T) UNIT SHEAR Vmax/TOT L WORKING STRESS VALUE SHEAR WALL = Vmax/1.4 'TOTAL L Z J U. UO co) W= N u W O 2 J LL Q. d = W Z H. F- O Z E- W U co °O WW 3:U `L Z W N . o F, O Z W - E DIRECTION WIND ROOF °. CL1 CL2 CL4 CL5 MAX TOT.SHEAR Vmax 1250.0 2100.0 1970.0 1120.0 WALL GEOMETR hmax 8.1 8.1 8.1 8.1 L 15.0 8.0 12.0 10.0 WALL LOADING DL WALL 12.0 12.0 12.0 12.0 P1-4 DL FLR 15.0 15.0 15.0 15.0 P1 -6 DL ROOF 15.9 15.9 15.9 15.9 T.W.FLR 0.0 0.0 0.0 0.0 hmax - T.W.ROOF 1.0 1.0 1.0 1.0 WALLS LENGTH L1 9.0 8.0 7.0 2.5 L2 6.0 0.0 5.0 5.0 L3 0.0 0.0 0.0 2.5 RM - L4 0.0 0.0 0.0 0.0 OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) L5 0.0 0.0 0.0 0.0 L6 0.0 0.0 0.0 0.0 UNIT SHEAR s I I I OVERTURNING TOT L 15.0 8.0 12.0 10.0 L MIN 6.0 8.0 5.0 2.5 O.T.M. 4050.0 17010.0 6648.8 2268.0 R.M. WDL 1749.6 3110.4 1215.0 303.8 R.M. RDL 287.0 510.2 199.3 49.8 R.M. FDL 0.0 0.0 0.0 0.0 D.O.T.M. 2685.5 14584.2 5701.2 2031.1 C = T 1 447.6 1823.0 1140.2 812.4 HOLDOWN FORC DESIGN T 448 1823 1140 812 U S E - HOLDOWN TYPE i C SHEAR v max 83 263 164 112 i SHEAR WALL TYPE 01-6 P1-4 P1 -6 P1 -6 w / Wind 40% incr. t P1-6 P1 -6 P1 -6 1 -6 i NOTES: Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (L1 ..... L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin ' hmax•((Vma)'1 /L) RM - ((0.5'(Lmin ^2)'hmax "DLWALL)) i DOTM - OTM- ((RMDL +RMRDL +RMFDL)'(0.67)) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) UNIT SHEAR s I I I Vmax/TOT L Z W JU UO N(3 J = H N LL. WO 9 _ LL. Q N = W H O W Lu 2 U� O N 0 H_, W S tL O w z. p _; .O H-. Z W- E DIRECTION SEISMIC FLOOR FLOOR FLOOR CL1 CL3 CL51CL6 E40: MAX TOT.SHEAR Vmax 4977.0 7831.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5.0 S' wvtkm L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 296.3 DL FLR 15.0 15.0 15.0 320 DL ROOF 15.9 15.9 15.9 P14 T.W.FLR 8.0 16.0 8.0 T.W.ROOF 0.0 0.0 0.0 WALLS LENGTH L1 6.0 8.5 2.0 L2 6.0 0.0 1.5 L3 0.0 0.0 0.0 L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 1.5 O.T.M. 15997.5 47380.8 6358.2 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 12303.9 37358.4 6175.9 C = T 1 2050.7 4669.8 4117.3 HOLDOWN FORC T MAX USE - HOLDOWN TYPE UNIT SHEAR v not.fact'd SHEAR (E/1.4) v max REDUND.FACTOF 1.08 SHEAR WALL TYPE 2051 4670 4117 S' wvtkm 4��. I40� 414.8 921.3 1186.9 296.3 658.1 847.8 320 711 916 P14 P24 P2 -3 i CHECK REDUNDANCY FACTOR WEST EAST DIRECTION i MAXIMUM ALLOWABLE WALL SHEAR ( Vumax) FOR q <= 1.0 V story 13.42 KIPS AREA FLOOR 1198.00 SF Vumax 775.31 PLF MAX ACTUAL WALL SHEAR 847.00 PLF "RHO" CALCULAT'D 1.08 USE "RHO" = I 1.08 z H W` �U v0 N � ui J (0 u,. W 0 E. LL Q N _ d �... W z� F- 0 z 1- W W 5 ON '(3 WW LL ui z co O z W - E DIRECTION WIND FLOOR FLOOR FLOOR CL1 CL3 CL5 /CL6 MAX TOT.SHEAR Vmax 4977.0 3608.0 4154.0 WALL GEOMETR hmax 9.0 9.0 5.0 L 12.0 8.5 3.5 WALL LOADING DL WALL 12.0 12.0 12.0 I DL FLR 15.0 15.0 15.0 DL ROOF 15.9 15.9 15.9 P1 -3 T.W.FLR 8.0 16.0 8.0 P14 T.W.ROOF 0.0 0.0 0.0 L1 6.0 8.5 2.0 WALLS LENGTH L2 6.0 0.0 1.5 L3 0.0 0.0 0.0 L4 0.0 0.0 0.0 L5 0.0 0.0 0.0 L6 0.0 0.0 0.0 OVERTURNING TOT L 12.0 8.5 3.5 L MIN 6.0 8.0 1.5 O.T.M. 22396.5 30561.9 8901.4 R.M. WDL 1944.0 3456.0 67.5 R.M. RDL 0.0 0.0 0.0 R.M. FDL 2160.0 7680.0 135.0 D.O.T.M. 19646.8 23100.8 8765.8 C = T 3274.5 2887.6 5843.8 HOL DOWN FORC T MAX 32743 2887.6 5843.8 USE - HOLDOWN TYPE UNIT SHEAR v max 414.8 424.5 1186.9 I SHEAR WALL TYPE P1.3 P1 -3 P2 -2 w /Wind 40% Incr. I i l P14 P1-4 P2 -3 2/ Z �W J U UO U 0 W =. N W W O 2 Q w �. �W Z = F- 1- O. Z F- W 5 U � O� W W. ti O .. Z U N Z . .. APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS SEISMIC NORTH SOUTH ROOF FORCE FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID CL DIST GRIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID CLA CL1 4618.0 46.0 1615.0 46.0 71.7 TYP CLC 28.0 4618.0 46.0 71.7 TYP 46.0 CLA 0.0 8150.0 46.0 CLA 0.0 126.6 TYP CLB 20.0 4410.0 20.0 112.5 TYP 45.0 TYP CLC 8.0 5500.0 20.0 196.4 F1 CLC WINt1 NORTH SMITH ROOF FORCE WALL L WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID LEFT OF GRID RIGHT OF GRID RIGHT OF GRID CL1 CLA 28.0 1615.0 46.0 61.4 TYP 35.1 TYP CLC 28.0 1616.0 46.0 35.1 TYP 2368.0 28.0 CLA 0.0 2985.0 46.0 CL5 14.0 1192.0 64.9 TYP CLB 20.0 1920.0 20.0 68.6 TYP 27.4 TYP CLC 8.0 2170.0 20.0 108.5 TYP SEISMIC WEST FAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 1720.0 28.0 61.4 TYP CL2 16.0 ' 2896.0 28.0 36.9 TYP 36.9 TYP CL4 16.0 2368.0 28.0 32.2 TYP 28.2 TYP CL5 14.0 1192.0 20.0 42.6 TYP WINn WFST FAST ROOF FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH CL DIST GRIDIGRID LEFT OF GRID RIGHT OF GRID CL1 1250.0 28.0 44.6 TYP CL2 16.0 2100.0 28.0 37.5 TYP 37.5 TYP CL4 16.0 1970.0 28.0 37.5 TYP 32.8 TYP CL5 14.0 1120.0 20.0 56.0 TYP ZZ z Z ' W� JU UO co 0 W W J � Co LL, . WO 9 E LLQ cod H W Z F- O z W �j :O D F- WW LL -O W Z U co O Z lb APPROXIMATE UNIT SHEARS FOR THE ROOF AND FLOOR DIAPHRAGMS x SEISMIC NORTH SOUTH FLOOR FORCE WALL L UNIT SHEAR DIAPH DIST CL GRIDIGRID LEFT OF GRID UNIT SHEAR DIAPH RIGHT OF GRID UNIT SHEAR DIAPH WIND NORTH SOUTH FLOOR FORCE WALL L UNIT SHEAR DIAPH MST CL GRIDIGRID LEFT OF GRID UNIT SHEAR DIAPH RIGHT OF GRID UNIT SHEAR DIAPH SEISMIC WFST FAST FLOOR FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH DIST CL GRIDIGRI CL GRIDIGRID LEFT OF GRID CL1 4977.0 RIGHT OF GRID CLi 6921.0 28.0 N.A. N.A. 247.2 F1 CL3 24.0 10128.0 20.0 188.7 F1 173.0 F1 CL5 /CL6 22.0 4462.0 20.0 159.4 TYP 0.0 TYP WifJn WFST FAST FLOOR FORCE WALL L UNIT SHEAR DIAPH UNIT SHEAR DIAPH DIST CL GRIDIGRI LEFT OF GRID RIGHT OF GRID CL1 4977.0 28.0 177.8 F1 CL3 24.0 3608.0 20.0 94.1 TYP 86.3 TYP CL5 /CL6 22.0 4154.0 20.0 207.7 F1 3 z rta" z Lul �U 0 to 0 co Ill J = co U. W O u. (a CY. = W HO z H- W U� O N. O F— W U u- 0 z to z 0 Z Q i� W W� J U' U O' Nom, , ui J �! CO U. WO. LL Q` _ cy H W Z C— O. Z LLI 5' U� ON 0 H WW 1 V u. 1-- , -O Z' vCO o F.. z ROOF DIAPRAGM 15 / 32 " 2X FRAMING - H.F. TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES CONT.EDGES EDGES V allowable TYP 10 d 6" o.c. 6" o.c. NO 155 PLF R1 10 d 6" o.c. 6" o.c. 6" o.c. YES 237 PLF R2 10 d 4" o.c. 4" o.c. 4" o.c. YES 315 PLF R3 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 470 PLF WHERE NAILS SPACED 2.5 "AND LESS FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X AND SHALL BE STAGGERED. FLOOR DIAPRAGM 19 / 32 " 2X FRAMING - H.F. TYPE NAILS DIAPH SUPPORTED OTHER PANEL BLOCKING DESIGN BOUNDARIES CONT EDGES EDGES V allowable TYP 10 d 6" o.c. 6" o.c. NO 176 PLF F1 10 d 6" o.c, 6" o.c. 6" o.c. YES 262 PLF F2 10 d 4" o.c. 4" o.c. 4" o.c. YES 348 PLF F3 10 d 2.5" o.c. 2.5" o.c. 6" o.c. YES 524 PLF WHERE NAILS SPACED 2.5 " AND LESS FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X AND SHALL BE STAGGERED. 0 Z Q i� W W� J U' U O' Nom, , ui J �! CO U. WO. LL Q` _ cy H W Z C— O. Z LLI 5' U� ON 0 H WW 1 V u. 1-- , -O Z' vCO o F.. z • :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN E THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r� Buft --- C r'e. I FIP L � .. . ............. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. 2-- Z Z JU U O. CO W= J �- S2 L W O LL Q N Z d F-W TT z !� Or ` z W U O �. Lu D I-. = U U- O W Z U= O Z tIIA[7C C/t/tTilrC GIIF.iflvfdC7V - — . .1 . ? 2p Z QQ S� _EVATION NOTES Rcv= C fMK O Z FETAL. &jrn 3 �rFIO.ti. 'ROVIDe Roof veNrs PER 1184. :ecnol 003.5 T'TPICAL WOVIM aALVMZED SHMT FETAL LA&VO At>a COLWIM FLA5MM AT .LL ROOF Pert TIONs INCLWINS ;M -O . E193l TO SECTION 3703 11214. FOR J+uncr COIfsmr-TjoNL ROOM MATNOI- 3TRIMNS AT ALL looR9 AND nta;p "IS. CALIX ALL OINTS AND FDE7RATIONS IN exre¢Io1Z LICE. RICK TO De St.FPORTm BY STm. INTds AND 5RALL NOT DEAR ON y JM RAF9lky. MSNED ExrmoR 6RA TO 51. P i9AY FROM WLDIN6 AT A SL.OPe OF AT EAST D% FOR A MNIFLH OF 3 FST. 'CST APPRP "SMS OR Av%p e N TM MCWHS. ADDRG53 ENId_I_ Be WILY vmau! AND LE61 FROM n! TRLET PRONTI" 7l! � 1 111 NOTICE: IF THE DOCUMENT IN THIS FRAME D CLEAR H N THIS NOTICE IT IS DUE TO THE QUALITY "-- i--------------------- L— L-- J----- - -L --I b.@ ww W ww �■ C� L_ f N P [m ��� N� ■ �0� NOTICE: IF THE DOCUMENT IN THIS FRAME T N THIS NOTICE IT IS DUE TO THE QUALITY ELEVATION NOTES 1. PROVIDE OONRIN1IDIA META TYPICAL 2 PROVIDE ROOT V2%R9 reF 5wrlog 0099 TTTNOAL 0. PROVIDE 6ALVANNZED SNE rT./.9NYN6 AND CAXINTDt R ALL ROOF MWTRAflAO cam M. 4. Ramat TO 56CTION 0709 L' GHRIef =NtlSTNCNGTIOK 0. PROVIDE MATTER- 9TRJPP DOORS AND PI}DON'O. cA jotm AID rENE ATIOW MLL I. ORZK TO Be SUPPORTED N UITE • AND SMALL NOT 6 rR.wNS. T. N dammD ExTCt10R 6RADE AMAY PROM ONLDNN6 AT r LEAST 2% FOR A?- Y _ D. POST APPROVED K64BM ON Inc DV 5l no. ADVF= PLAINLY VMaLE AND LD6 9TRST PRONTIN6 THE vK NN V4' P-W Nn ILL i/ICLLIt'O. rWLnL PLANX VISMZ AIV LEO STRST PROHTM THP VK 6rT i i REAR ���VATIOO V4' - 1-W V MA FM 4� O 1 4mt^- h TIM BAR WA -r, I' -I' -0' n ROOF 13R,4CKET ..aiL; se6a Exlsr. E F - . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE. QUALITY OF THE DOCUMENT. s • t C N V� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I I� i I I/ - I - - - -`- IL�'�. -- RIGE�T N L4 I'm mVATI0�1 C N V� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN #382213/3 AG BM #9 GARARGE BEAM Prepared by: DLH Date: 8119/04 Selection 5 -1/8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 4.5 in R2= 4.5 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 10.5 ft TL Defl (in) 69.19 Beam Wt per ft 11.21 # Reaction 1 TL 2946 # Reaction 2 TL 2946 # Bm Wt Included 118 # Maximum V 2946 # Max Moment 7734 Max V (Reduced) 2525 # TL Max Defl L/240 TL Actual Defl L/461 Section (in') Shear (in) TL Defl (in) 69.19 46.13 0.27 38.67 19.94 0.53 OK OK OK 56% 43% 52% Uniform TL: 550 =A Z 0O. Nom. W =. CO LL W O. U . c d = W HO Z F �5 U� ;O CO 0 WW H C.). � O Z CO) O Z Fb (psi) t-v (psi) t (psi x mil) t-c i (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 550 =A Z 0O. Nom. W =. CO LL W O. U . c d = W HO Z F �5 U� ;O CO 0 WW H C.). � O Z CO) O Z *t W CJ1 d A� UQ eD 00 0 0 w N W NOTICE: IF THE DOCUMENT IN THIS FRi4MEOF THE DOCUMEN N THIS NOTICE IT IS DUE, TO THE ,QUALITY DESIGNS UNLIMITED STOCK PLANS • CUSTOM D E S I G N FUJ Copy pQIt Ito. r Gravity Load Analysis Plan — 2010A./2 Beam Calculations using Beam Chek 2.3 Software and /or TJBeam 6.01 Software 09/18/03 f RECENED CITY OF TUKWILA su 2 2004 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE A DEC 0 8 2004 Itr o I ukwFla BUILDING 61VISTON 31Z:A 18813 -81 st Ave S - Suite i- en , !\, I � B F ( 2 -2580 ' Fax: (253) 872 -3649 ■ Email: des ignstudio @designsunlimited,com ■ z - W UO W= J � N� W O: 9 E. U. �d �w w o-. U� O� 0 F- =U U- 0. —o LLi Z U N O z :4 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1 PLAN - 2010A/2 BEAM - 1 MSTR BATH WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.2 in R2= 0.2 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 2.5 ft Reaction 1 LL 47 # Reaction 2 LL 47 # Beam Wt per ft 7.87 # Reaction 1 TL 85 # Reaction 2 TL 85# Bm Wt Included 20 # Maximum V 85# Max Moment 53'# Max V (Reduced) 33 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.00 <0,01 0.62 0.65 0.13 0.08 OK OK OK OK 1% 2% 0% 0% Uniform LL: 38 Uniform TL: 60 =A R1 = 85 R2 = 85 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z ;H Z JU U O: to Q N U- 0 : � UL N _ CY. f.. W. H O W F-. W =5 U � O N a F-, W 2 LL O W Z U- O Z r-o (psi) t-v (psi) t (psi x mu) rc (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 =A R1 = 85 R2 = 85 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z ;H Z JU U O: to Q N U- 0 : � UL N _ CY. f.. W. H O W F-. W =5 U � O N a F-, W 2 LL O W Z U- O Z y BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 2 MSTR BDRM WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 in R2= 0. 7 in DL Defl <0 in. Data Attributes Actual Critical Status Ratio Values Adlustments Beam Span 8.0 ft Reaction 1 LL 150 # Reaction 2 LL 150 # Beam Wt per ft v y BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 2 MSTR BDRM WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 in R2= 0. 7 in DL Defl <0 in. Data Attributes Actual Critical Status Ratio Values Adlustments Beam Span 8.0 ft Reaction 1 LL 150 # Reaction 2 LL 150 # Beam Wt per ft 7.87 # Reaction 1 TL 271 # Reaction 2 TL 271 # Bm Wt Included 63 # Maximum V 271 # Max Moment 543'# Max V (Reduced) 219 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in -) Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.02 0.01 6.39 4.38 0.40 0.27 OK OK OK OK 13% 14% 5% 4% Uniform LL: 38 Uniform TL: 60 =A R1 = 271 R2 = 271 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W W� JU cU 0 CO 0 J F- H N LL WO J, LL Q: �W Z= H t~ O Z F-. � p' Ocq 0 H W W• Z LLI N U— H � O Z r - o (psi) r-v (psi) t (psi x mu) r-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 =A R1 = 271 R2 = 271 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z W W� JU cU 0 CO 0 J F- H N LL WO J, LL Q: �W Z= H t~ O Z F-. � p' Ocq 0 H W W• Z LLI N U— H � O Z a BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 3 STAIRYWAY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.8 in R 2= 0.8 in DL Defl <0.01 in. Data Beam Span 2.0 ft Reaction 1 LL 200 # Reaction 2 LL 200 # Beam Wt per ft 7.87 # Reaction 1 TL 328 # Reaction 2 TL 328 # Bm Wt Included 16 # Maximum V 328 # Max Moment 164'# Max V (Reduced) 75 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adiustments Section (W) Shear (W) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 1.93 1.50 0.10 0.07 OK OK OK OK 4% 5% 0% 0% Uniform LL: 200 Uniform TL: 320 =A R1 = 328 R2 = 328 SPAN =2FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q t~ Z � W' W� J U L) O N N 0 CO = J t- CO LL MO , J LL Q: c = W r ? H H O'. Z 1-- W LLI DO 0 N; .W W, u. 0 v� P T `. O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 =A R1 = 328 R2 = 328 SPAN =2FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q t~ Z � W' W� J U L) O N N 0 CO = J t- CO LL MO , J LL Q: c = W r ? H H O'. Z 1-- W LLI DO 0 N; .W W, u. 0 v� P T `. O Z BeamC v2.4 licensed to: Designs Unlimited Reg # 8901 -1456 Data PLAN - 2010A/2 BEAM - 4 ABOVE ENTRY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.8 in R2= 0 in DL Defl <0.01 in. Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft 7.87 # Reaction 1 TL 324 # Reaction 2 TL 324 # Bm Wt Included 47 # Maximum V 324 # Max Moment 485'# Max V (Reduced) 240 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in 3) Shear (in TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 5.71 4.81 0.30 0.20 OK OK OK OK 11% 15% 3% 3% Uniform LL: 63 Uniform TL: 100 =A R1 = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z '1- W 2 5 UO 0 W= F- N LL. W O}}. �J LL a c _ d �W Z �. Z O. �5 U� O Co. W uJ U 0 .. Z W O ~' Z ro (psi) r-v (psi) t (psi x mn) rc (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 - - Uniform LL: 63 Uniform TL: 100 =A R1 = 324 R2 = 324 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z '1- W 2 5 UO 0 W= F- N LL. W O}}. �J LL a c _ d �W Z �. Z O. �5 U� O Co. W uJ U 0 .. Z W O ~' Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 5 BDRM -3 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing A rea R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39 # Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl 1-1240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adjustments Loads Section (in') Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W. JU 0 CO) =: Co U W O �QQ LLQ �. m a �.. W, �-- O: Z F—: W �p U O N ;W W U LL ~O' .Z W O F-; Z Fb (psi) Fv (psi) L (psi x miq Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr'Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 63 Uniform TL: 100 =A R1 = 270 R2 = 270 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W. JU 0 CO) =: Co U W O �QQ LLQ �. m a �.. W, �-- O: Z F—: W �p U O N ;W W U LL ~O' .Z W O F-; Z i BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 6 BDRM -4 WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.7 inz R2= 0.7 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 156 # Reaction 2 LL 156 # Beam Wt per ft 7.87 # Reaction 1 TL 270 # Reaction 2 TL 270 # Bm Wt Included 39 # Maximum V 270 # Max Moment 337'# Max V (Reduced) 187 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (W) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.97 3.73 0.25 0.17 OK OK OK OK 8% 12% 2% 2% Loads Uniform LL: 63 Uniform TL: 100 =A Z Z. W ' Q �- J U 0 CO 0 -J O W }. � U. C O _ CY f- W Z 3: !— O Z vj U CO : .O Cl H- W 2 H ti O 111 Z' U N O Z t-b (psi) t-v (psi) t (psi x ml) Fc i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 63 Uniform TL: 100 =A Z Z. W ' Q �- J U 0 CO 0 -J O W }. � U. C O _ CY f- W Z 3: !— O Z vj U CO : .O Cl H- W 2 H ti O 111 Z' U N O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 7 DEN WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Ar ea R1= 2.0 in R2= 2.0 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 500 # Reaction 2 LL 500 # Beam Wt per ft 7.87 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 39 # Maximum V 820 # Max Moment 1025'# Max V (Reduced) 567 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1 000 Attributes Actual Critical Status Ratio Values Adiustments Loads Section (in 3) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 12.05 11.34 0.25 0.17 OK OK OK OK 24% 35% 6% 6% Uniform LL: 200 Uniform TL: 320 = A R1 = 820 R2 = 820 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z Q � W: J U' 0 O W =. J (.. CO u- WO }} J. LL Q N �. = W H O Z H- 2 D U� O �. W W H U O lil Z U CO O Z Fb (psi) Fv (psi) t (psi x mu) t-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 = A R1 = 820 R2 = 820 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z Q � W: J U' 0 O W =. J (.. CO u- WO }} J. LL Q N �. = W H O Z H- 2 D U� O �. W W H U O lil Z U CO O Z Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 7a MSTR BATH WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 2.0 in R2= 2.0 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 500 # Reaction 2 LL 500 # Beam Wt per ft 7.87 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 39 # Maximum V 820 # Max Moment 1025'# Max V (Reduced) 567 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values Adiustments Loads Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 12.05 11.34 0.25 0.17 OK OK OK OK 24% 35% 6% 6% Uniform LL: 200 Uniform TL: 320 =A R2 = 820 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Z t~ Z: �W QQ � JU 0 W W W CO U- 0 J� LL CO ) = F O` Z F- LU 5 U� O N, W W' �0 U- 0 liJ Z: U N F= _ O Z Fb (psi) Fv (psi) E (psi x mip I-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 200 Uniform TL: 320 =A R2 = 820 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Z t~ Z: �W QQ � JU 0 W W W CO U- 0 J� LL CO ) = F O` Z F- LU 5 U� O N, W W' �0 U- 0 liJ Z: U N F= _ O Z ;t BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 8 NOOK S.G.D. HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 4.5 in R2= 4.4 in DL Defl 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 1225 # Reaction 2 LL 1225,1 Beam Wt per ft 7.87 # Reaction 1 TL 1819 # Reaction 2 TL 1768 # Bm Wt Included 39 # Maximum V 1819 # Max Moment 2231 W Max V (Reduced) 1279 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 L L Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values Adiustments Section (in') Shear (in) TL Defl (in) LL Defl 49.91 32.38 0.03 0.02 26.25 25.58 0.25 0.17 OK OK OK OK 53% 79% 14% 14% Uniform LL: 490 Point TL Distance B =85 1.0 Pt load: R1 = 1819 Uniform TL: 693 =A Z W UO U) o. W = N U- WO }} �J U- Q = d: �... w ' ZX H O. Z H- W U� O N: 3 �- =U LL O: A w Z: UN O Z R2 = 1768 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi) t (psi x mip r-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 490 Point TL Distance B =85 1.0 Pt load: R1 = 1819 Uniform TL: 693 =A Z W UO U) o. W = N U- WO }} �J U- Q = d: �... w ' ZX H O. Z H- W U� O N: 3 �- =U LL O: A w Z: UN O Z R2 = 1768 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8909 -1456 PLAN - 2010A/2 BEAM - 9 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearin Area R1= 3.6 in R2= 3.6 in DL Defl 0.05 in Suggested Camber 0.08 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 8.0 ft Reaction 1 LL 1600 # Reaction 2 LL 1600 # • 6.83 # BeamChek v2.4 licensed to: Designs Unlimited Reg # 8909 -1456 PLAN - 2010A/2 BEAM - 9 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 3 -1 /8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearin Area R1= 3.6 in R2= 3.6 in DL Defl 0.05 in Suggested Camber 0.08 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 8.0 ft Reaction 1 LL 1600 # Reaction 2 LL 1600 # Beam Wt per ft 6.83 # Reaction 1 TL 2347# Reaction 2 TL 2347 # Bm Wt Included 55# Maximum V 2347 # Max Moment 4695'# Max V (Reduced) 1907 # TL Max Defl L/240 TL Actual Defl L/608 LL Max Defl L/360 LL Actual Defl L/891 Section (in') Shear (in z) TL Defl (in) LL Defl 42.19 28.13 0.16 0.11 23.47 15.06 0.40 0.27 OK OK OK OK 56% 54% 40% 40% Loads Uniform LL: 400 Uniform TL: 580 = A R1 =2347 R2 =2347 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z. 0: W. _3 U 0 W= J �- CO LL W O L L N� = �W ' Z � F- O Z H w W U ON 0 F- WW >^ u_ ~O 11 Z 1 U= O Z ro (psp r-v (psi) t (psi x mn) t-c (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 400 Uniform TL: 580 = A R1 =2347 R2 =2347 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z. 0: W. _3 U 0 W= J �- CO LL W O L L N� = �W ' Z � F- O Z H w W U ON 0 F- WW >^ u_ ~O 11 Z 1 U= O Z i i BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 10 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 1.4 in R2= 1.4 in DL Defl 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 8.0 ft Reaction 1 LL 160 # Reaction 2 LL 160 # Beam Wt per ft 7.87 # Reaction 1 TL 551 # Reaction 2 TL 551 # Bm Wt Included 63# Maximum V 551 # Max Moment 1103'# Max V (Reduced) 445 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.04 0.01 12.98 8.90 0.40 0.27 OK OK OK OK 26% 28% 11% 5% Uniform LL: 40 Uniform TL: 130 =A I Z W. 3 U: UO U) 0 . W= J NU- W O' 2 �. 9Q N d = W 1-- Z F-- LU 5 U O co; ' 0 1-- W W' H V: �O ui Z. U =: Z t - o (psi) r-v (psi) C (psi x mn) r-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 =A I Z W. 3 U: UO U) 0 . W= J NU- W O' 2 �. 9Q N d = W 1-- Z F-- LU 5 U O co; ' 0 1-- W W' H V: �O ui Z. U =: Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 11 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 2.0 ft Reaction 1 LL 40 # Reaction 2 LL 40 # Beam Wt per ft 7.87 # IO 302 # Reaction 2 TL 302 # Bm Wt Included BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 11 FAMILY WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.7 in R2= 0.7 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 2.0 ft Reaction 1 LL 40 # Reaction 2 LL 40 # Beam Wt per ft 7.87 # Reaction 1 TL 302 # Reaction 2 TL 302 # Bm Wt Included 16 # Maximum V 302 # Max Moment 233'# Max V (Reduced) 196 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in') Shear (in z) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.74 3.91 0.10 0.07 OK OK OK OK 5% 12% 1% 0% Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 328 1.0 Pt load: R1 = 302 Z Z dQ: 2 JU 00 0 . N J = H N u_ W O: �a Ca 1=- _ E O Z H LU W U CO , O CO C, Ir- W LLj V �O .. Z W O Z R2 = 302 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. r - o (psi) ry (psi) c tpsi x mil) t (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 328 1.0 Pt load: R1 = 302 Z Z dQ: 2 JU 00 0 . N J = H N u_ W O: �a Ca 1=- _ E O Z H LU W U CO , O CO C, Ir- W LLj V �O .. Z W O Z R2 = 302 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8 101 -1456 PLAN - 2010A/2 BEAM - 12 ENTRY HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.9 in R2= 0.9 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 75# Reaction 2 LL 75# Beam Wt per ft 7.87 # Reaction 1 TL 384 # Reaction 2 TL 384 # Bm Wt Included 47 # Maximum V 384 # Max Moment 575'# Max V (Reduced) 285 # TL Max Defl L 1240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (in TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 6.77 5.70 0.30 0.20 OK OK OK OK 14% 18% 4% 1% Uniform LL: 25 Uniform TL: 120 =A Z i Z W' J U UO CO) = N lL W } O J LL Q' CO) D = CY H- W Z =' I—. !— O Z I1-- W �p O W W H V LL - 01 Z U Z F (psi) Fv (psi) t (psi x mu) r-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 25 Uniform TL: 120 =A Z i Z W' J U UO CO) = N lL W } O J LL Q' CO) D = CY H- W Z =' I—. !— O Z I1-- W �p O W W H V LL - 01 Z U Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 13 GARAGE O.H.G.D. HDR Prepared by: C. SWEI Date: 9/18/03 Selection 3 -1 /8x 19 -112 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 7.6 in R2= 7.6 in DL Defl 0.06 in Suggested Camber 0.09 in Data Beam Span 16.0 ft Reaction 1 LL 3840 # Reaction 2 LL 3840 # Beam Wt per ft 14.81 # Reaction 1 TL 4918 # Reaction 2 TL 4918 # Bm Wt Included 237 # Maximum V 4918 # Max Moment 19674'# Max V (Reduced) 3919 # TL Max Defl L/240 TL Actual Defl L/737 LL Max Defl L / 360 LL Actual Defl L/944 Attributes Actual Critical Status Ratio Values Adjustments Loads Section (in') Shear (in TL Defl (in) LL Defl 198.05 60.94 0.26 0.20 98.37 30.94 0.80 0.53 OK OK OK OK 50% 51% 33% 38% Uniform LL: 480 Uniform TL: 600 =A Z H � 0 N 0 W =. N LL: W �O J. LL Q 2 d W H O Z 1- 2 5 U� O T W W LL -O Z. LLI U= O F. Z I-b (psi) 1-v (psi) L (psi x mu) t-c (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 480 Uniform TL: 600 =A Z H � 0 N 0 W =. N LL: W �O J. LL Q 2 d W H O Z 1- 2 5 U� O T W W LL -O Z. LLI U= O F. Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM -14 NOOK WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.1 in R2= 1.7 in DL Defl 0.02 in Data Beam Span 5.0 ft Reaction 1 LL t �: l ':a t 7.87 # BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM -14 NOOK WIN HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.1 in R2= 1.7 in DL Defl 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 100# Reaction 2 LL 100# Beam Wt per ft 7.87 # Reaction 1 TL 837 # Reaction 2 TL 673 # Bm Wt Included 39# Maximum V 837 # Max Moment 1399'# Max V (Reduced) 730 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L/ 36 0 L L Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adiustments Section (in 3) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 16.45 14.61 0.25 0.17 OK OK OK OK 33% 45% 8% 1% Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 820 2.0 Pt load: R1 = 837 I Z a .. Z . �Q W JU 0 (n o N W W= J �-, NU WO 2 �. 9Q � d = W H F- O Z F- W LL j O CO O F- W W' o �O Z N U- 2 Z R2 = 673 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi) t (psi x miq I-C! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 F I Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 40 Uniform TL: 130 =A Point TL Distance B = 820 2.0 Pt load: R1 = 837 I Z a .. Z . �Q W JU 0 (n o N W W= J �-, NU WO 2 �. 9Q � d = W H F- O Z F- W LL j O CO O F- W W' o �O Z N U- 2 Z R2 = 673 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Designs Unlimited ; PLAN - 2010A/2 BEAM - 14 NOOK WIN HDR Prepared by: C. SV 1 Selection F 4X 10 HF #2 Lu Conditions NDS'91 { Min Bearing Area R1= 2.1 inz R2= 1.7 in' DL Defl !. Data Beam Span 5 0 ft Reaction 1 LL 10{ Beam Wt per ft 7.87 # Reaction 1 TL 83*: Bm Wt Included 39 # Maximum V 83" Max Moment 1399'# Max V (Reduced) 73! TL Max Defl L / 240 TL Actual Defl L / >1 C LL Max Defl L / 360 LL Actual Defl L / >l C Attributes Section (in 3) Shear (inz) TL Defl (in) LL D Actual 49.91 32.38 0.02 <O.0 Critical 16.45 14.61 0.25 0.1" Status OK OK OK OK Ratio 33% 45% 8% 1 % Fb (psi) Fv (psi) E (psi Values Base Values 850 75 Base Adjusted 1020 75 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.0 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 40 Uniform TL: . Point TL Distance B = 820 2.0 Uniform Load A .9 i 01 -1456 La. 9/18/03 ?i Faction 2 LL 100# :action 2 TL 673 # re i Z W WD J U' U O N a W= C0 LL WO �Q c� = Co. HW ' Z F- E- O Z tr W �p U N O WW U'' tL f' Z. Lll N .O Z rr BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 15 GARAGE DOOR HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 4.2 in R2= 4.2 in DL Defl <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 1350 # Reaction 2 LL 1350 # Beam Wt per ft 7.87 # Reaction 1 TL 1699 # Reaction 2 TL 1699 # Bm Wt Included 24 # Maximum V 1699 # Max Moment 1274'# Max V (Reduced) 826 # TL Max Defl L, 240 TL Actual Defl L/>1000 LL Max Defl L 360 LL Actual Defl L/>1000 Attributes Section (i Sht :ar (i Actual 49.91 x;_ Critical 14.99 1 H .52 Status OK )K Ratio 30% % F ; (p; Base Values 350 Values Base Adjusted x )20 Adiustments CF Size Factor Cd Duration 200 .00 Cr Repetitive ' .00 Ch Shear Stress Cm Wet Use .00 Cl Stability Loads TL Deft 0.01 0.15 OK 5% LL Defl <0.01 0.10 OK 5% Fv (psi) E (psi x mil) Fc I 75 1.3 405 75 1.3 405 1.00 1.00 1.00 1.00 1.00 1 ,000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Unii : m LL: 900 Uniform TL: 1125 = A Uniform Load A R1 = 1699 R2 = 1699 SPAN = 3 FT Uniform ana , artial uniform loads are lbs per lineal ft. ZZ Q S Z`, LIJ UO: N� W= N ti WO q J LL Q N M 2 H W Z� HO Z 5 U� O N. D F- W W. H L O W Z UY ; O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2010A/3 BEAM - 16 GARAGE HDR ABV. W.H. Date: 9/19/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 3.1 in R2= 3.1 in DL Defl <0.01 in. Data Beam Span 4.67 ft Reaction 1 LL 1004 # Reaction 2 LL 1004 # Beam Wt per ft 7.87 # Reaction 1 TL 1273 # Reaction 2 TL 1273 # Bm Wt Included 37 # Maximum V 1273 # Max Moment 1487'# Max V (Reduced) 853 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Ma Defl L/360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio Values Adjustments Loads l 1 i i Section (in') Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.02 0.02 17.49 17.06 0.23 0.16 OK OK OK OK 35% 53% 8% 10% Uniform LL: 430 Uniform TL: 538 =A ZZ �= Z W WM UO ND UJ J N W WO J u_ Q Ca = W ~_ Z�- �- O Z F- 5. L) �' O N, Q 1-- Uj Uj �U F= !6 0 LLi U N H O Z Fb (psi) Fv (psi) L (psi x mil) I-c L (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 430 Uniform TL: 538 =A ZZ �= Z W WM UO ND UJ J N W WO J u_ Q Ca = W ~_ Z�- �- O Z F- 5. L) �' O N, Q 1-- Uj Uj �U F= !6 0 LLi U N H O Z r BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 17 FAMILY /HALL HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 2.9 in R2= 2.9 in DL Defl <0.01 in. Data Beam Span 3.42 ft Reaction 1 LL 923 # Reaction 2 LL 923 # Beam Wt per ft 7.37 # Reaction 1 TL 1168 # Reaction 2 TL 1168# Bm Wt Included _:7 # Maximum V 1168 # Max Moment C.)8'# Max V (Reduced) 641 # TL Max Defl L / '40 TL Actual Defl L/>1000 LL Max Defl L/ 30 LL Actual Defl L/>1000 Attributes Section (in 3) Shea (in 2 ) TL Defl (in) LL Defl Actual 49.91 32 '8 0.01 <0.01 Critical 11.75 12 3 0.17 0.11 Status OK C OK OK Ratio 24% 4t: 4% 5% Fb , si) Fv (psi) E (psi x mil) Fc I Values Base Values :..) 75 1.3 405 Base Adjusted 1 . : ) 75 1.3 405 Adiustments CF Size Factor 1. , ;) Cd Duration ') 1.00 Cr Repetitive 0 Ch Shear Stress 1.00 Cm Wet Use 0 1.00 1.00 1.00 Cl Stability 1.0 0 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Unifc; L: 540 Uniform TL: 675 = A iiform Load A R1 = 1168 R2 = 1168 ;'AN = 3.42 FT Uniform ana al uniform loads are Ibs per lineal ft. t ZZ � a W W� L)i 0 CO 0 W =. J � W WO 9 Q N d �W Z H HO Z h-. W W U 0. 0 CO 0 f- W UJ �0 W Z H � O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 18 HALUENTRY HDR Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Be aring Area R1= 0.8 in R2= 0.8 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 3.42 ft Reaction 1 LL 239 # Reaction 2 LL 239 # Beam Wt per ft 7.87 # Reaction 1 TL 313 # Reaction 2 TL 313 # Bm Wt Included 27 # Maximum V 313 # Max Moment 267'# Max V (Reduced) 172 # TL Max Defl L/240 TL Actual Defl L / >1000 LL Max Defl L/360 LL Actual Defl L / >1000 Section (in 3) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 3.15 3.43 0.17 0.11 OK OK OK OK 6% 11% 1% 1% Uniform LL: 140 Uniform TL: 175 =A Z W J V. 0 N 0. W= Co LL W �0�... J, U- _. CY = W N Z� Z O W �p !0 Co W W'. H U 1L 0 . .. Z W U cn , O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 140 Uniform TL: 175 =A Z W J V. 0 N 0. W= Co LL W �0�... J, U- _. CY = W N Z� Z O W �p !0 Co W W'. H U 1L 0 . .. Z W U cn , O Z % BeamC� 12.4 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM 19 PLAN - 2010A/2 - PORCH BEAM Prepared by: C. SWEI Date: 9/18/03 Selection 4x10 HF #2 _ Lu = 0.0 Ft Conditions NDS '91 Min Bearing ArE- R1= 0.8 in R2= 0.8 in DL Defl <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 188 # Reaction 2 LL 188 # Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl CI Stability Attributes Section (in') hear (i Actual 49.91 32.38 Critical 4.70 4.42 Status OK OK Ratio 9% 14% Fb (p: Base Values 850 Values Base Adjusted 1020 CF Size Factor 1.200 Adiustments Cd Duration 1.00 Cr Repetitive 1.00 Ch Shear Stress Cm Wet Use 1.00 Loads 7.87 # Reaction 1 TL 320 # Reaction 2 TL 320 # 39 # Maximum V 320 # 400'# Max V (Reduced) 221 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 TL Defl 0.01 0.25 OK 2% LL Defl <0.01 0.17 OK 2% Fv (psi) E (psi x mil) Fc I 75 1.3 405 75 1.3 405 1.00 1.00 1.00 1.00 1.00 .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 form LL: 75 Uniform TL: 120 = A Uniform Load A Z 4 Z �Q 2 W D. JU UO N C1. W =` J H N LL W O. LL Q rn =) = F- _ Z- 11-0 Z f- 5 U CO 0 3: �O lil Z U =. Z BeamCh 2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN - 2010A/2 BEAM - 20 PORCH BEAM Prepared by: C. SWEI Date: 9/18/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Are R1= 0.6 in R2= 0.4 in DL Defl <0.01 in. Data Beam Span 2.0 ft Reaction 1 LL 105 # Reaction 2 LL 85# Beam Wt per ft 7.87 # Reaction 1 TL 236 # Reaction 2 TL 171 # <0.01 Bm Wt Included 16 # Maximum V 236 # 0.10 Max Moment 108'# Max V (Reduced) 72# OK TL Max Defl L / 240 TL Actual Defl L/>1000 3% LL Max Defl L/360 LL Actual Defl L/> 1000 Attributes Sec tion (in') ;iear (in TL Defl (in) LL Defl Actual _ 49.91 32.38 0.00 <0.01 Critical 1.27 1.45 0.10 0.07 Status OK OK OK OK Ratio 3% 4% 0% 0% r=b (psi) Fv (psi) E (psi x mil) Fc I (psi) Values Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads form LL: 75 Uniform TL: 120 = A 1. Point TL Distance Par Unif LL Par Unif TL Start End B =21 1.0 40 H =130 0 1.0 f H Uniform Load A Pt loads: R1 = 236 R2 = 171 SPAN = 2 FT Uniform ar;: partial uniform loads are Ibs per lineal ft. Z il-- W �QQ � JU U O: CO) 0 W= CO LL. WO �J LL Q. N d ~W F- O Z F-; 2 p. U O tr W UJ LLO ua Z N O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2010A/3 BEAM - 21 POWDER BEAM Date: 9/19/03 Selection 4x10 HF #2 Lu = 0.0 Ft °`. Conditions NDS'91 Min Bearing Area R1= 0.6 inz R2= 0.6 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 3.33 ft Reaction 1 LL 183 # Reaction 2 LL 183 # Beam Wt per ft 7.87 # Reaction 1 TL 242 # Reaction 2 TL 242 # Bm Wt Included 26 # A 242 # BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2010A/3 BEAM - 21 POWDER BEAM Date: 9/19/03 Selection 4x10 HF #2 Lu = 0.0 Ft °`. Conditions NDS'91 Min Bearing Area R1= 0.6 inz R2= 0.6 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 3.33 ft Reaction 1 LL 183 # Reaction 2 LL 183 # Beam Wt per ft 7.87 # Reaction 1 TL 242 # Reaction 2 TL 242 # Bm Wt Included 26 # Maximum V 242 # Max Moment 201'# Max V (Reduced) 130 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.37 2.60 0.17 0.11 OK OK OK OK 5% 8% 1% 1% Uniform LL: 110 Uniform TL: 138 =A ZZ Q � W ' W� J U cU 0 N Cl UJ CO U- W O J u- j �W Z� r— O Z H W �O :O co D F- W W H LO .. Z W Z r-b (psi) t-v (psi) t (psi x mii) r-c (psi) Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 110 Uniform TL: 138 =A ZZ Q � W ' W� J U cU 0 N Cl UJ CO U- W O J u- j �W Z� r— O Z H W �O :O co D F- W W H LO .. Z W Z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME L-H I kJ PERMIT# D0 323 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: 000 General ^ Erosion prevention "o �0 Water '4 , 90 Sewer '4 o Storm water ` S C5 Road/Parking/Access -�-- A. Total Improvements 3. Calculate improvement -based fees: s� UK Wit,� TF B. 2.5% of first $100,000 of A. �- - CITY OF C. 2.0% of amount over $100,000, S E 2G�� but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. � �� PERMIT CENTE-P 4. TOTAL PLAN REVIEW FEE (B +C +D) (4) 5. GRADING Plan Review and Permit Fees $ 3 (5) Enter total excavation volume 2, o c=) cubic yards Enter total fill volume :S'o cubic yards Use the following table to estimate the grading application fee. Use thq,greater of the excavation and fill volumes_ QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00• 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 • �t.t a�� z '~ w � UO ND C0 W J = U) U. w LLQ cf) = �w z w� w U ON 0 i`- wW LL O .• z w CO) O z } BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 01 6. Permit Issuance /Inspection Fee (B +C +D) $ �3 (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 18 to estimate the pavement miti ation' e . Approx. Remaining' Years 'Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7,( $5.00 C `7 -5 33% $3.30 5-2(25%) $2.50 2-1(10%) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. t f Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 04 r' •�`� (A j 2 ' IN QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1'` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1`1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the.1s` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. z Z. W �U 00 CO 0 co W J = H 52 U. w LQ V� T �_w z� WO W U� O� o�- W �U LL 0 w z UN z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees p7 TOTAL OTHER PERMITS A. 'Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent" D. Water Meter - Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees rro it7 �i:..A�T $ 4;L (9) $ Total A through G $ (10) 2 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 c�t�yy� z �w JU 00 Co Q E0 CO U. w O 9 _5 LL a co n T o �w z =. P z W w U� o -. o�_ w w z ui co O z PERN11T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -323 DATE: 9 -2 -04 PR03ECT NAME GOUGH DEVELOPMENT - LOT 3 SITE ADDRESS 16XXX 53 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Build g Division N 5 Ok Af q Fire Prevention 9 P1 Works rV`1 Structural ❑ l � DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete. ❑ Comments: �A /q +0 Planning Division Permit Coordinator DUE DATE: 9 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: - 10-5-04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: _ DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 1.....,.+.......a.....- .......J ....,.,..,..Fi.,... 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Department of Residential Sewer U s e Certification Natural Resources and Parks Wastewater Treatment King County Division (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 forni should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name C= t z-:f..a 1 (Last, First, Middle Initial) Property Tax I.D. Number L �Z-0 -- o�ac� Subdivision Name *-hi1QH �-NT Subdiv. # LIO&LJ —0 :7 . 15 Lot # a Block # Building Name (if applicable) Property Street Address 1 1V - V - X . S3 M S City, State, Zip C CU KW Owner's Mailing Address 31fln2 -94o � � (If different from A (� 1� above) S c`sA- I L� V6 i ( gl 4 A Owner's Phone Number ( 2- OL ) Z)213 — g122 Property Contact Phone Number ( 2-OL 3E-S- 8 t Z2 Party to be Billed ' 1'Z (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes % No Type of building demolished? Sewer disconnect date? 1 Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 { ❑ 5 or more (0.64 RCE per unit) j No. of Units • o x 0.64 = ❑ Mobile home space (1.0 RCE per space) 1 P i No. of Spaces x 1.0 = i For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data fIM n on of a revised capacity charge. 9 p Signature of Owner /Re resentative ILuLL&)S. Date Print Name of Owner /Representative �•c-1 o wl II�cS t M 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer l� z H ~ W UO CO 0 uJ H CO L WO 9-J LL Q !2 = �. W z 1­0 W W U� O- off WW LL O w z U= O� z arr of rwwiL.,, Community Development Department Permit Center - 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ^ Permit Cc. -i• /Building Division: 206. 431.3670 Public Works Department: 206. 433.0179 Planning Division: 206.431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: • Part A: To l e`completed by applicant Site Address: 168XX 53rd Ave So Lots 2 & 3 (attach map and legal description showing hydrant locution and size of main):. Owner Information: Agent/Contact Person::. Name: Tom Gough Agent/Contact: Address: 3002 So Walker St Seattle, WA 98144 Agent Address: Phone: 206 -328 -8122 Contact Phone: This certificate is for the purposes of:: 0 BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL 2 SFR ❑ PRELIMINARY PLAT ❑ REZONE ❑ SHORT SUBDIVISION ❑ OTHER RECEIVED CITY OF TUKWILA S E P - 2 2004 PERMIT CENTER Estimated number of service connection and water meter size(s): 2 - existing services - See statement of charges Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature Date PART B 'To Be comnleted'by water:utility district 1. The proposed project is within TUKWILA /King (City /County) 2. ❑d No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3373. gp tll at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. 5. Water Availability: F,/� Acceptable service can be provided to this project [] Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct. (_- V' h) / r 8/30/2004 HIGHLINE WATER DISTRICT / 206 824 - 037 _By Z ` Agency /Phone THOMAS KEOWN Date DISTRICT ENGINEER Z �Z W QQ JU UO Cl) o J � N U- 0 9 -1 LL N = W Z F— 0 Z H- U� 0 CO) �H WW tL 0 W Z L) O H Z Print Report for 168XX 53rd Ave. S. hydrant #H2938 � I a I Static i Residual Available Flow Available Flowl ID Pressure I Pressure @Hydrant Pressure ' M a (Psi) (Psi) (9Pm) (Psi) 1 2004 130.75 118.31 3,373.34 20.11 Date: Friday, August 27, 2004, Time: 11:53 :49, Page 1 -o � Cn a m �m M a W V _ 5; NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. W 0 LO 1:100 12 i i 880 '4 \ Meter app # 21993 I \\ '-LOT 1 LOT 2 \\ ServQ&stallation: 6 M2201 1� 'FUTURE $651.13 4 "meter \ hang: $220.00 I CANED OF TUKWi� Crn $235.00 adio Read) ' I .6 \ ` \ I G 1681 816 CFC: $2,100.00 / 6 To ue Lot #2: $3,�T13 ( PEAM T CEA1 \ \ of 1: Liened $1,238.1 —� — balance . due for. . Hydrant installation. \ 1 1. 6828 M2785 \ 30 I — ; .............. ...... i R 16836 62783 31 / � z - Z, �QQ Wes JU UO Cr) 13 -J_. CO U W 0: U. Cj) CY = W z� f- O z f--. UJ 5. U� O � � H WW ~ I LLL O 111 U) N z IDGIA � M2796 I I lk 041 0367 15.0 LOT B 1 83.73 27. to 00 '� LOT A M2794 T. t I r 85 LOT B t5l 10 LOT C 111.36 1 ' LOT D LOT E r36 � 9 1 L�J 16635 5 9 • z 5 to M2803 Q o 16634 W � � 11 • � M2793 � M , ry 16645 � n M10263 6 u-) LO 6 _ 16642 o M2789 cq N 16655 _ c , I > . M2805 J [-3 � > 4 16650 06 7 M2788 '12 16659 15 © 4 LOT 1 LO 2 M2806 ° ® r 8 166 M278 162.0 �o ` >o 162.25 LOT 30 V1770 VAC. ORCI. 1 El :I t�A ; ORD. 12 3 2 1.OT , 3 N 30, I N�a� LOT 2 n c LOT 1 to a 28 r ^ TUK 85- 03 —SS -85 404081.0 ',—LOT 1 LOT 2 003" 130.04 01776 FUTURE . . . . . ... a��� . 11168'19 �t a� 16813 / )S 8201200034 00 LOT 2 LOT 1 rn �' _ 16816 LOT 3 , M11825 M2807 M2787 29 102.03 ---- 232.07 , N o D. 8820 - I cn _ 1 6825 O M28 09 LIJ 16828 J M2785 \ 30 F '5.54 I 00 r- f c i 1 \ C4 N co �n v N 1 M88 3rI7 __' 4 16836 1 ' M2783 31 100 80 120 779 CON I i �i�lJ l �J� . . .. . . . . . . . . . . . . . . . . . . . V1782. _N 17000 I � M2780 o 20 _ 73 0 _ \\ 32 ` tM� ADM r Q = z w f JU 00 W w �LL W J LL � = W Z� Z LLI W U U 0 wW U. w U= o z 1 83.73 27. to 00 '� LOT A M2794 83.73 t5l 10 LOT C 111.36 1 ' LOT D LOT E r36 � 9 1 L�J 16635 5 9 • z 5 to M2803 Q o 16634 W � � 11 • � M2793 � M , ry 16645 � n M10263 6 u-) LO 6 _ 16642 o M2789 cq N 16655 _ c , I > . M2805 J [-3 � > 4 16650 06 7 M2788 '12 16659 15 © 4 LOT 1 LO 2 M2806 ° ® r 8 166 M278 162.0 �o ` >o 162.25 LOT 30 V1770 VAC. ORCI. 1 El :I t�A ; ORD. 12 3 2 1.OT , 3 N 30, I N�a� LOT 2 n c LOT 1 to a 28 r ^ TUK 85- 03 —SS -85 404081.0 ',—LOT 1 LOT 2 003" 130.04 01776 FUTURE . . . . . ... a��� . 11168'19 �t a� 16813 / )S 8201200034 00 LOT 2 LOT 1 rn �' _ 16816 LOT 3 , M11825 M2807 M2787 29 102.03 ---- 232.07 , N o D. 8820 - I cn _ 1 6825 O M28 09 LIJ 16828 J M2785 \ 30 F '5.54 I 00 r- f c i 1 \ C4 N co �n v N 1 M88 3rI7 __' 4 16836 1 ' M2783 31 100 80 120 779 CON I i �i�lJ l �J� . . .. . . . . . . . . . . . . . . . . . . . V1782. _N 17000 I � M2780 o 20 _ 73 0 _ \\ 32 ` tM� ADM r Q = z w f JU 00 W w �LL W J LL � = W Z� Z LLI W U U 0 wW U. w U= o z ❑ Certificate of Sewer Availability OR 14816 Military Road South P.O. BO"550 Tukwila, r ✓A 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability • Be Completed by • • Pur o e of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: L Lt ��1/ j M� f - Phone] ( ,&Z-, , agg - g. a;z Property Address or Appr ximate Location: Tax Lot Number: Legal Description(Attach Map and Legal Description if necessary): RECEIVED � 1 �� ;•:� < ti i v, �G, o r 12 �,U7 # - 3 CITY OF TUKWILA SEA' - 2 200 PERMIT CENTER Part 8: • Be Completed by • �r 1. a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 2— feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. '� a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 90 z, a. District Connection Charges due prior to connection: GFC: $ 1? f-0 o SFC: $ 1 Z u� UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required Maybe Required c. Other: I here certify that the above sewer agency information is true. This certification shall be valid for one year fro t By Title Date f UOlk•,2*5 P�!k y =".' in W, ttFllLstC?.r »ft�.r "�'V ^'.:y ;. 4xr'�.i "rc5ny..Yy�fi.3 j ?r ��. iFi- enr .,�+%m+.•w.m%r ":.x,'.::a...;, . ::«..v-- e'.-- ..»:- •s:..r...... ..,G:.: ��n.muWL.l' Z Z � W QQ � JU UO (0o CO W J � LD U- WO U - cod = W z� z� 11.1 U� ON 0 i-- WW L O w z CO) 0 H O Z Oak eN ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District A , ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be Z extended by the applicant. The District makes no other representations, express or implied, Z including without limitation that the applicant will be able to obtain the necessary permits, W approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, D City of SeaTac or any other governmental agency before the applicant can utilize the sewer 00 service which is the subject of this Certificate. w = J H 4. If the District or the applicant must extend the-District's sewer system to provide CO o sewer service to the Property,. the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In Q addition, the governmental agency may establish requirements that must be satisfied as a U. co D condition of granting any such permits, approvals or authorizations, which may make impractical w or impossible the provision of sewer services to the Property. Z 5. Application for and possible provision of sewer service to the Property shall be 1- O w W subject to and conditioned upon availability of sewer service to the Property at the time of such o application, and compliance with federal, state, local and District laws, ordinances, policies, o and /or regulations in effect at the time of such application. ° I_ w U W e nt, 1 acknowledge that 1 e eived the Certificate of Sewer Availability/Non Availability and this F- Att and Ily s nd the terms and conditions herein. Z Lve - 0 H Applicant's Si a Date Z 8953910011270798.0115SY6011.DOC (1/26/04) -1- -, Sing of t IItS'1' C'L1ss N1 %[L: r 11'aeliinr� m Us 1 ?. I IDLY P &DF , . 14A 1' t' J 1l �Ci 1 1 1 �27. DEPARTMENT OF LABOR & INDUSTRIES -- -' '.i PO BOX 44450 OLYMPIA WA 98504 -4450 r GOUGH DEVELOPMENT INC 3002 S WALKER SEATTLE WA 98144 v =t U 0 { w w z 8 i 444* 34 „ 44 111111111111 11111 [111,1111111J��111J11111i11 1111111111111 w 0 `? N d -- - -- Uctncli And Di' Cciiificnic - ---_ , w �7 DEI)ARTNIENT OI� LABOI? A ND INDUSTIZIf -I Z 0 W w REGISTERED AS PROVIDED BY LAW AS V CONST CONT GENERAL OC] REGIST. ## EXP. DATE = U CC01 GOUGHDIO16CD 02/04/2006 ~ " ~ O EFFECTIVE DATE 02/04/1999 L Z GOUGH DEVELOPMENT INC w U =' 3002 S WALKER SEATTLE WA 98144 Z �� - - -- -- [Unh And Usphry cutilicale -- - --' ~ 0 1 9 i i a r7 d M • G Develo ment inc. 3002 So Walker St Seattle Wash 98144 (206) 3284122 City of Tukwila Short Plat L.2000473 Address 16XXX 53 Ave S Tukwila WA. Site Plan for Lot 3 2e' PrfvO ltgress -F4T s di Utdity F, UM"t 1 V ` Fire Hydrant f / !Ot C OVE Net area of Lot = 6568 Sq Ft. 1104m Footprint =12375 Sq Ft. Driveway = 370 Sq Ft. % of lot covered 25% / f / : Existing Aspw& Dri ew►ay • Driveway " L OON L -; Lot 1 Of Tukwila S.P. L20W -073 i I � x eo � r - _- "ter._.. �^�- .•��.�. /" 7 2 Foot Miu • nna • m silt fence to be installed -- -- -- y j - aloft entire East and South prop oi 20 elect cent ry prior to conametioa. f AF 8110270441 +-� Seta Sewer Esrrt 4s AF 8 11 827A45 c�v Proposed How h 201 O Al2 3 ; p lan E&m 1 4r E " r e2do, Downspouts and Foundation drains N f , j �1~ 014 L 1 � t Lot 2 / Of Tukwila S.P. f r 3 f r V CQ 9n CV beer 1)c•Tartment for `'�*� �•l�i�rrt��. A00epldn"L 1C G• ^t�(1 •,^ -�rC �., &e design cr t� tfe U3 void this is � s Existing CB #1 Type 11.54" 51'X 7' Approved ezistiag ImOtratioa Trench ocS C; - 3 � PO4 0 0 tit. .,,�;.. �► ""'-. - - 4 Site Plan 00� - Scale: I"= 20 Tax I.D. # 8I2Smrm al DMri Lot # 3 of sew city of Tokw►ila S.P. L2000473 • 4 y: OF iI-k f �, .0 11d % 14 , . P �'. . 1 , ­ ). g.) Ar opt % 4 T- 4T 'll. oil AV I , 0. I -T V 'Of' ; - , I . : )L ". . 0 $ S. .. "'. ,7- ul A I , �.4 o - k", 7 k u is e Tu C S� - . . i . L 1 1�-, 4 11 . 1 11 4 0.' F PC J, .1 tow 11 .4 1 T; "', -, I :,. w IN -3 if: IV&:, Zf v-v 0 PORTI N. IT 1!5 -W%OM,% . W, WfA %njP%. % -PnF%k+ -04L, I %f%v%jnv?w1v46 '"i r T C.CIT.Y Of TVKWILA STANQAM-,"SPECIFICA-T)ONS H 7 i. -j v EDI TI QN Ott APWA; ;.TA #PM0;sqqWIq�'noNs. LATEST q .Mae Tq. ACTIVITY, THE'CONTRACTOR SHALL .')0=tWLE�MP-ATWA PRE-00N$T4VCT1ON CONFERCHICE WITH 07� CallL T Y.,49F,.THKSE APPROYED. PLANS 00 'BE-,qN -T?iL-',I?p $1TE % bef or* 'y UCIM (s IN r; 7 � j 41 ,e TSIH&L BE CQN$1 fCTEP' I .."STOW QR" 'IW 4, AW � _ROVEMEN JHM I APPROWD PLOS. ANY I)E%41)� f�061 Iwit"kIll ...'; NEE 1 f 4.4 �M t .19%. - 'F fj^1 0. 44 1 'REQUIRE 'APPROVAL'FROM 714,0"WPL EN R 2445 uNDERGROUND %RACE (USA) t� AVOID CUTTING UNDERGROUND* I Unuff UNES. IT'S COS%y Vo-T u,' W%A" CotiT&AP W. 4,4" Of THE i.A L T �4 w W, S'H - I N TO, c'. . . , . . . '.. " NN ! v 4. "'O.U NTtY,' &' iz� �Tll ww 1 00- ja 4 1 r. !r f 1 7 1 NOTEO EXI$rlh . 0 UT1LJTY 0CATIQNS SHOVON MERCON AK APP1040TC "Y- 17 SHALL OE THE CONTRACTORS RESPONWIWIV TO OETMINE THE EMCT VERTICAL 44D NOWQNTAL- LOCATION-, Of - AL4 FARTINQ'UNM. GROUND UTILITIES PRIQR-10;C0W%fEN,0tQ:C0KMUCnO011,f IND - 1. ­ 0 REPREKNIATIQN 4A0;-.'WAT- ALL'9)QSPWV1WTWS - ARE UQWN - kl HER�ON. THE .AMMES 14O- FOR UTILIM NOT SHOWW OR T SHOWN. IN, TfqJR PR9PER. LOCATIM CALL. L N L) r t % rrr. 0 H(x " �4 77 1 W . 4 . 1wwm SAN1jTAR'$EVCR VAN A4 % O�M DRAIN CATC �i 84111 S1 TU A TED IN Fw; -HYWIA N , 71 -k W 71W' r AMK pg , W , - 1 0 4; XQ04MW 2 0 WATER 109MR rol. JL mow f Td M.- STAY f T' 1 "itAiN111161 WATER' L35rA sou i (VT ij % 4A O T� XT fER OP-".. 1 9 P 'PF M."s 'Ag AND, IANY 0.7)tV'KLATEQ. PERMITS- 4OR-`-Tk,MY '4 Z cc OT f4 r it STREET UWT' &SO aor Te 'A W.A ' t. IF LLU T Ire 'FASANG UTIUTIES SHOWN HCREON.HAVE y 3 c>_ pf I AS F OWING RECOW IP -7 i V F,5 A % 1,, r IROM AVAILABLE /OR TOGE Y$.TIj THf EP 'FIELD SURVEY OR OBTAINED 'TELEF4LfONE VAULT M I _7� E- SE'CONSIDERED APPqOXIMATE'. QtiLY Mi t I SHOULA 1,THEREFOR OIIQZ7044 % 40. Xf '017 - CgWPLETE. IT IS' THE SOLE RESPONSMIUTY 1 4 4 ELECIRIC"VAULT 1, FOR EUPT!bC -SYSTEM Ls AN .04 tCCXSSokRILY E Z* f '.SANITARY SEW'(AS SHOwi p ON) % -.QF'-THC-AAMTR#0TOR T0,11SIPVC14DENTLY VERIFY, -THE, AqCURJ�CY OF RQ E AND GRAT CART 7.0'FURTHER DISCOVER: AND M CABLE TV VAULT". NO.'8112070445, FOR IN - % It \ I 1 ,..�v u TOYY, C4ATIONS S010"..AND SEE SEC. 7.05 AND REC. R PLAN -.0 5 10 20 AV919', AN Y i, OTHER.- UnUTIES"NOT'SHOM HEREON) HEREON WHICH WAY,BE WA . 1 1 0 Is" IPONCE SW .1 a ..."due awsom '4Y MmAMPLZM THIS -PLAN. THE CONT ACTOR M,$RGW Qf R 41p Is 0 1 �` , I =L MI TV VAULT D' U71LITIES, LOCATION SERV`ICE 0 WINTACT W.UNDERugoo SSMH?6- 3 NQRYW. H -THENCE N T !4 10()oL­4;44W0 -AT. LEAST 49' PRIOR TO CONSTRUCTIQN, T It OR SPALE 1 200 2 2 6.50 1 -AREA TO'SE TANSFEREP .0ft. t4 1 0 .-.0WNCR Tq ADJACI CQULD NOT OPEN 0: "S REPRESENTATIVE 'AND THE DIRECTOR SHALI: BE GO ELECTRIC. JUNQTION BOX ENT LOT CONTACYp 1Y IF"A 4 "FLICT E)QSTS.. a4 TQ N400- C �IfOEDIATE " - ;. Ex. SIO H 6 C ­4 1 SL)p%g;T. 7 20 PRIVATE INORESSILILLEORIESS EC.NO. - 81 102704 4 ItMLA 'MAI 3 BAR HOOP RIM 49.T6 WW (J4 v R 6 R1 A SECTION L1*2QIP�4 7, ALL $T AGE -STRUCTURES. AS DESIGNATED IN THE -EASEMENT,' A 11 CNI CHAN 242.71 -AND �Vrp`TIES SFERED N) TO PLANS, BE ONC`OF 1HE'F%LOWING: AK4 -BE,TRAN 8!IE( ) QU7 4T6000'00 OR TH 2 F BENEFIT OF LOT '"AIN A S SAND AND GRAVf � 110, OR EQUAL �OCIATEP. % T. INIXT.�r�-'6PWIK'SIANDARD PLANS 8-48, ASSOCIATED SAND AND I ?L Qu _RA .8'­1 X: 'r 2 03 BAR HOOPS TrE- I CATCH,QASIN' - ASSCO47ED SAND GRAVEL C8 15 'OR EQUAL. 12 R11 o;A. A 'CATCH D. I'TWE 1--d. , BASIN - ASSOCIATED SAND AND GRAVEL CB-60 8 ICI, )kW) IN Rw?0.00 3 AND FUTURE'LOTS TO QE I I ILL. 120 CREATED ON TAX. LOT, , 1 . . . I Ill T, 0 f 4 885800-0075 Sol `601115 * p 3,64* TH -S so .168 T SECTION 14 � I� I . " -, , I , 1. -fC'SW` 1/4'SEC. '2' 01 9� -U i 6-2 Iv %10 won"" A . 7 0 0 1 to I"Im rm 44 E FIRE HYD. TO BE CONSTRUCTED N ipR' f T .0 7 r48 INCH -.CATCH BASIN (WTH MINIMUM 24 INCHES DEEP SUMP EX. CEI TYPE 1. r..y it FA d h_W_v%T' 7- F_ a m -E.',TYP;. i S860 hy - co NJ 3*1*�- 11 844W *VVIT), AS=�T.Eq_ SAVD* ANP. QRAVEL CIB-19, ORIOUALI Rim 246.0 IP8.45 1 !7 ,-I. y 6 BmiE(w) 24 .97 _jL J3 W EACH CORNER LQT F. TYPt. It-woot INCH­CATCH BASIN,, 01TH MINIMUM 24 INCH9S DEEP SUMP L J 3 am WH S F. ny pf% 6EL"' PjP9'-1N VERT) ASSOPIA7 ED SAND AND'GRAVEL,.5,.4, INCHES PRECAST lb I , ; , 1: 1 L . 1 1 v - . ; '' . - - . 1, . . . ! : .:-d' A L_ 'k - 6A -'CATCH QASINp OR fWAL"r, . ...... (Q566 4 .4 oil TWE-11- -INCH -PASIN. INIMUki �4 IN�H�$ DEEP SUMP $,F.-NF Y f 3 BAR: iACH WA 4 PIPE IN ASSOOIATED SAND AND GRAVEL'72. WICH.'PRECAST CATCH mQw, VMT)a PRECAST IN4SE SECTION w 0 r fp . , '. . .. - . � *,.:. t , ILL * r i � , - r -(MEASUKMENT AT THE-70P PSIN. -.'OR I gW 177 Egg . Ck _CB JYPE I I !PB QEJ r V. Ij. $PECIAL.-PATCH BASIN$ t 0f �INAW STRUCTURES SHALL 81 1— 1 .. f - I . . - 1. ­ , Ak LAW 1 ,7. L k-s OF THE BASE) T 3 �A 7­- 1 6 7 TYPE Ifi 240.5 a D AJLED HM. -1.1 41 r ---t 4-41- V` NTS .-'FVTtjRE- I "'A. -T -IM . & v PE WA ME a s. U W .t- 7 - � Ob%A I- n�f A.' ff ev a t 004A 7 � F f . 4% - IP x. !TPKWIC 'STANDARDS.',- PER, CITY* 01 L 0" EASEMENT PQ T m p T E U.NQL'.9QU4�PCP'WT?f SARTY,MANHQ STEPS oft y- q, $114911oo pg. TYP '7)1* FfW. FEET (RtM'-'TO'-INMT) 'SE 6HQ-L Or 244.45 -00 v f I LOT* PER CITY OF TVJ , e%ILA Ns 9y ;EW 094; . . .. LOCA7M -WALX TO ANQ: A4, TVKS OEEPE N, OON Q '!V.. PRIYA E 98 2 EXISTING CURB ILL; 20' t; PT w TO REMAI "K 1,1., S A. ?,P t % rw I lk� A. 0'A2w, IIL 1 4.0 5 SET _t` 70"'M .04-If 5 -.AADAR SWQ",.CQ 4' BE CAST !RON VIL t STANDA�RDS -I -SHALL MEET..;IT. Y s it r s). L -T OLY "T OR lk, WQ UPIC FOVNDRY CQ� NO. SM60 D 2X I L.42- FRME** AND'GRATE LO I ow r X. .x WEER)d0k 5'; ARE, pI L ' t; c w4p IV. 19473 7 '(7,.8 4 S. F S"FoOoLILIOCKING VAMED GRATE QLYMRIC rOUNDRY CO- NO. SM50-SL OR 0 � 1j .�. S t., V. 0 00 r '$"AR y o < -'W)CXINq�, ef OU r r!s L 0-T evs*nN .0 KBVLQV -4 CT.V4GYLAA' MVER. CO 5,1 f , - I :.. . . I 'k - � I., I. _4 A 14 . ..4 1 ; : Af 114, T �.WJO" -CR OLYMPIC FOUNDRY C9. qO.: MH30 "s I rltvv Q*1:ROUND: COV U, 9L t , 'P_ EXISTOOG WATER)A�TER FOR'LOT. 1 -- �., I. . b `(* ""A . L o r DEW. ED 'INKRY104-1. OL IC F N6RY' NO. '��1605 *81 ASPHALT CONCRETE �43 20 CLASS NOUSE To P-A %:? � , (" .: 1 1/20 5/6" COMPACWD DEPTH CRUSHED REMAN I -W/T­,A;P. CTIV"Y'09 EQUAL -�'-APKOX H90E Z A- r - V * 3 . 10 REMAIN J . IE: A z A I low W9 jw 96 LIM P1 0 c CING BASE -'QOURSE IST FLOW PFF A R 2 1 H-CRUSHED LOCATM /4 COMPACTED Q�PT V 04 - '0 . A AV . _ . I, -: , I ll - 0 AR .11 SURFACING TOP 'CO14M FvTijpx EA - A;R -TES--' JID --STRCAkil DUMP QX % 09 AN 5HAL4.*_0r. MARKEQ'_*W7FALk WF A --SfJALL - BE - -WARKED ..AU I -S" 'MVE t 4tS A 24" MIN. COMPACTED DEPTH STRUCTURAL FILL #41 Q8A=,-;SHALL VX -_1DEPFtE5SQ- 0.04...- FE.ET F.R9M $URRO(.MING 44 Y . hu !N Ay It . .. u ) TWINSURE- TE Pit, io: * ,1. -v - q - - I A - , bi� 4- -� �v .1 am. R;RAVEMENT AKQU. _.fiECT1Qjj 1 7 NTS OWE y rq co 4 T iLl& i klptW uk Lr DRA*4ADE % op J, Now mvw amp. Oro 9. ALL. STORM DRAIN PIPE MAY BE CONSTRUCTED* OF ;ONE OF THE f CIFIED IN 'DiE PLAN$, 21' IMPARD SPECIF)CATIN T M701. . wE FOLLOWING MATERIALS UNLESS OTH TP47". - - 'a THE p4c RW.S SHALL BE IN ACCORDANCE WITH Z9,23 c ERVASE SPE . I. Y 1i LATEST EPTIQ14 OF."'TK; CITY OF TUKWILA STANDARD SPEC*ICATIONS, - ALL PIPE PNTS kiUST BE GASKETED- WATER �TIGHT,-MD MUST K-OF 'A wo-um '. I S,� k.��S� f V A Asvw Aix 11%OT/ ARV01 THE SAME MATERIAL AS THE PIK. ALL PIPE SHALL HAVE A WNWUM PRox EX . SK COVER AS SPECIFIED AND WLL BE ADEQUATELY PROTECTED DURJNG 26"' v r ATXW ki-PRE-C)ONSTRUCTION "CONFEREN 4 CE 'W1 TH TH FOR HEAVY EWPMENT LOADINGS _sSw .1 . LOCA TI`ON FRQ4 SEWfi� QIIST ACTI'VITY. _I]HE.- CONTRACTOR SHALL _� SMH -2 1PRIGRJO AN COt4SjRVCT0I L VI 1. CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS Tit 0of wor v 4 E TQ*WV I . 'a ?it 31 a :1. 1'. *It '0 -s (%rry IV T1 fit" A fVwQT2( lf% 1AF- 2 3- 05 ALM*.# AQ PWlf%- C" Sr%FW P g o L%IQSW Tlr*J PrRQMMn FO MINIM M COVER le It N 'yx�\ N_ I`% IT- 'J. A PIPE (N V 4 8 CNTR CHA 235.4 3'10) T ILV * . ( , -p a' C r A. DUCTILE IRON 4 INCH THROUGH 14 INCH DIAMETE 3. AN AMO= "'WT - MUS7- BE ON- TK JOIB SITE WIHENEVER 2w. t OP o f. 8 IN 501 PRIIVATE SIDE SEWR EAgmllw H'THROUGH'24 INCH DIAMETER PIPE . 41; S H A.1 L 16 4Q. 4 js PR( CONSTRVC'POK- BE CLASS 50 AND 16 INr 4CE WITH USA STANDARD Xws& tx 4 SHALL: BE CLASS 50. ALL IN ACCORDA Is VPROfWNT� SHALL'BE CNSTRUCTED W 21. ' o­�:. I (AWWA C-51).- ALL JOINTS SHALL BE PUSH-ON MEDiA?KAL. ., a 4j - 41 'OR FLANGED (6' MIN. COVER). NOW.- -AP -"S. ANY )EAATION FROM: APPROVED f. ft. i 'i s 1 4 T"A AACCOMANq VATH PRO - 15HAUL 09 *SXX"H WW AM - *-I L ALL, 57M, ORM Pft V WIk.L,REQVK. PMOk"APPROVAL FROM ENG64UR It . . 7- %sww u PLM J* $HALI� B. CONCRE' All QFMATZ ) C AGENCIES. s1E 4 INCH THROUGH ISIWCH DIAMETER MPE .. ­ INFORCED, BEU AND SPIGOT VATKI RUBBER GASKET 4QINTS. L p CONFORM INCH in ALL. ORA10 SHIAik @9 VMW.'91%A�P, UK= �NON-RE HE WN'TRACTOW Tq - 5. IT7 SHALL'K THE SOILE- RESPONS11011PTY"OF T A U OQIAJW � sp%w 0 ING TO ASTM C-4 (CL44S 11)'_11 INCH THROUGH 36 < BE REIWORCED I 'BELL AND SPIWT -10H O*dyraK Ef SE -AND'ANY 07WWAELATED f;7 E�Ilr$'PRW' TO ANY iDiAMETER PIPE SHALL TO ASTM C-76. IFT. MIN - J. _J� ': . .A%- ..c vo 1. a. - MOTES-. Euv-=228 RjjS8ER GASKET.JOINTS, CONFORMING OVEWWW 4*FRUC710� ACTIVITY. 'COVER� I. POPE SIZES.ANQ SLOPES ftAkS 7, -.6. ALL Lfv'AA PONS 'OF -:1XISTING UTIUTIES SHOWN HEREON HAVE -r-1 jr BEEN 'MNI 0 VWX SVRVtT OR OBTAINED FROM AV`9.A1BLE-_' E;T 03 SMOOTH INTEP40R PIPE AND FiTTINGS SHALL BE MANUFACTURED 2. omv cApAam. moir LEss ihm cm*mw man :d C. !�. - V 4 04ATE, 004L - EXCEED. RE6611kIDS *0 94WW 10HEREFW BE * CONS11DERED APPRO Y PIPE SUPPR 1 FROM PUGH DENSITY POLYETHYLENE RESIN WH4CH SHALL MEET OR Ln T(S); A.; COMPLETC-, IT IS THE SOILE RESPONSM ITY 'NOTED, LIN1175 SHALL BE Al*- - X.090 GACX AND NOT NEC0SARILY .3. EXCEPT AS S"0"4 Oft p K CWTIRACTOR 'irsE PIPE SHALL COIMPLY WITW &L MATERIAL THE REOUMMENTS OF TYPE 111. CAITOORY 4 OR 5. GRADE P33 OR P34. CLASS C OF— 1 "TO INIDEKNOENTLY VE14FY THE ACCMACY OF CI*STRUC7ED IN COM44M NTH 1W PECIIIAIIIIIIIEWNTS FOR Imp PER ASTM D124& IN AWTION. fXXTED CATCH BASIN M Z'54* WL 2". 04 WALL AT MAX ALL' V74TY LOCATIONS'".01 'AND TO FVRTHER -DISCOVER AND AND STNTNESS REQUIREMENTS OF AASHTO M294. (ADS N-12 OR EQUAL). p -AVO11D -ANY OTHER VTRJ TIES' NOT. I SHOWN wKQN WHICH MAY K SPAC04M MIN. - 411 PF% S"0111113 AM RESTRID70R/SEPARAMit 9"" VE OF 4. cl D004 SKALL BE APWA TYPE Or FOR FLEABLE to an BY THE-.wm 'FuMTAI)ON OF THIS PLAN. THE CONTRACTOR I o ALL. PRE BE QNE SUPPORT. Ir. - . I - S" . . �%_ -L�CONTACTW ALL F E. DUCTILE MAJUVA. -AM K ANCHOM AT X mAL SPACM BY ICE- (I- n ryVdWTF) RED01ING Srw-L RE APWA TYPE "13' FO PIPE -A2+- 5565) AT. LWT. 48 WK= PIOM TO CONsawc7xx Tw SH& WOONROLOC UTIUTIES COCATION SERY pIpE (I.E. PVC. SMP OR ADS) dG;D PIK (I DIAM. STAINILESS STM EXPAI?4M OMIS OR NO 2 mi vwL - 8 - FOR PPE COVER f - A COVER GKAIER rNAN 36 INCHES OR APWA TYPE OWCR Oft HIS REPRESENTATINC . NO rhE D4GRW %UU K -kzr '.0 C014TACIM-MMEMATELY IF COW TS EAST. THM 36 INCHES. X1DDQvG MATMAL 94AU BE 5/8 MNUS Jr LESS 5. 1K ICSI GTQR/%PAF*TQR SOU K FABRC= FRW MSHO R= ONLY FOR ALL PiPE EXCEPT FOR DuCrAl iRM " gig .0600 AUAWMJK OR -9W. Ai NM WTH, AAMTO 11A X Ad i 7 OR RWWAYS. -MO PARKING AREAS SHO%h ! ig -,A t '1111PIM. PVC OIJT%XT PIPE 4f il�� ARE WMV00IT AND STRUCTURE LOCATIONS 40 4 AL L TRENCH SAWiLL N AREAS OF FUTUK PAVEMEN' OR 19L W 197 AM M 274- M*J1111=41M SMALL HA% ; � : . .SHAU K FXLD SCT- BY 'TH11E 910%t"TOR M4094EER AS REWRIED. c IT In -,RU.^,TURAL LOADiNG SmA. FSE COUPACTO TO AT LEAST 95 PERCENT 1wr -w; OF THE MAXWW DRY DENSIT PER ASTM D 1557-70 (MOWU To wiLTRATm TO OLL%M OR 3EVU PIK RdAlbWAYS giALL BE pROCTOR) ALL OTHER AREAS SrIALL BE COMPACTED TO 90 PERCENT &.:ANY APPROVED CUTS Of 00STM KMX CAL 2L METAL JODI A StUSAW 90UPLING 900 f= &4C*U0 APO COWAC70 IN AJ:CMAPIM WITH CITY OF TLUVALA pm OR GrAwn WTO 1w EML or commw PrEl 16 STANDAF4M ALL CVr$* INM DOS7V#G ASPHAL' SMALL Of ALLOW E)OST. WOROL;ho rw --so ; A .6 .,WAT,,CQNV*U0VS SAWIED. OR NIEEL CUT LONES. A 7EMPOWY .2- ��mslrRuCTION OF 1DEvjATER_sG L GROUN0WATr..R ;NTERCEPTM) 7. JW %U=X SM SWU OF 1W VWARATOR ILL IL 4� --Z,' W AILAC _Z 7Z 0 , ;-, or - . _. e,. - ;_ z 1,;. WAN WtX PATCH WjST PE PLACED .*A7ELY'ArTER BAOWU AND Ww PIPL CQLQ � MS %JA" BE IN Aa*nAMX VATH THE APWA STANDARD SsftL K 1K S" CM AS 09 A SMALL K REPLACED TA TH AT .1, ss�, e N, I j4� .. . k , - ~AC7101. TMS. E"71ING RW spEcMAroONS., SEC71ON 61-10- Ulm m r WL ON" t % pol- 1EAST 3 PChICS OF COWACTO CL wr'A93K&T CONCREIL C s FRAME AND U000 Clt $111M (0 4k - EP OF TE STREETS Q.EAN AT ALL wjsiw wm WwAcm TOP. COAX - (3/8 mcm wvSj AS 13. THE CONTRACTOR SNALL KE fw SID 1110t 0 t' SEC40o Or f4K ft� r 1. PLAN "A E W REQUWAD UP(YA A WLS_ V4004EM RE I" A. Ckg~ GAIC IS WWI 11M I , - 7 TwEs fly SWIEEPW.P. WASHOG THESE STREETS MILL NOT BE AL.10KI) By- 7& 1W NO'CA 94AL4. 4W FIEPLACD"T K LEW TH* THE t oo. W ALM OM SPAM QW qf OW 0 76 31 b vaTHWT PFIXX C:TY OF TUKVILA APPROVAL., W W7, 8-Ae sihoo TO -SC I'*= 1 /2" I It or T of!* 1, 0 0 ftrAIIWT GBAIL 4 W s" Aw -IF TAPOIDE Qr COKSTRUCT" 0,110/101IR FSS"HU OF 4�_ 14. PA" TO ACCEP J 'VCR CERr"S AS-BIMT WYLAR Mf­t= V40 GUIE 9"M IS - . % 0 ! OCC PIEFUrS. SURW 4 - ALIEPKA'nX %4WM TO Aftv"AL BY El G .7 . 4Cj*"AW. & F NET& quw PVE cap"en ARM OF ALL STORM DRADtAGE FAOUrmM %OUST K arw pw 110 hh%g 94" m-cm":10 0" pm A ISLAS fp now - L rot I& Qm I ; %- - % ' - - Ir. _v v - " . ^% I; I - 1 .0 - . g w M LOCQQ 0%.76 5/5 11 AWC-2A W"M AMC ft WUtAr#01114 Z... 304 s7w T: HM, CMLM HM) CAP 5 CRE 0 5 r,- LOK. If IiS. ALL fi/D FACIL&TIIES V" K f 1V OR ih C.VftAaCTM NTH M.4, COINSWIMTOw AC'BVTY i or k. op V KTW - ' N AL am *a mic 110 AwW 1111111111011111 a ir.116� act,,- �,W.7b INK b p A % *%I ACIMTY: EMEEDS TOE CAPAOTY AM MIDI? OF TK so 55 'rA all/SEPIIII"TAIM -COMMM rAOLJTY OR YNILEZ' I LN 11 <% A INALL ag ��mff a, It Lx%p3sum 1% b ft . . . . - . -.� - �& I. , Asim lowa mppwmm By Dc OTY. e 91 IL K op awftL 0 00' E9 AT all r low. N.. lb r 3 .- 1*Wb w 4& - - vow_ 4 som I., w '. _N - 1. '! ! .- , ;k -'* , - - . . I, 1L . * 1%t .-.6 or. 'j ", 0 w I III, - ..N. - & _ 7 Ir . - - - - - ... _v . . - "I. - I v". 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INSULATION AIR INFILTRATION BARRIER AIR INFILTRATION BARRIER 2. / SHEATHING PER PLAN ALL FppTiAkgg TO HAVE A MINIMUM O/ SHEATHIN6 PER PLAN °J /4` TS6 PLYYVOOD 5118FLOOR ,p GLUED AND NAILED R -90 BATT. INSULATION DEPTH OF I6' BELOW FINISHED 6RADE. 9. STEP FOUNDATIONS PER 91TE Z- FLASHING C4"DITIONS OPTIONAL 2X WATER!°R+OOF 5 /40 EXY. GLUED AND NAILED. L� 4. !• � ALL CoONCAETE FooliNft To �Ig EARTH �TH�MINIMUM 2X FLOOR JST OR T.J.1.5 PER PLANS N� 2.000 PSF BEARING PREr5URE o 4' GONG. SLAB TO SOILS REPORT YWEN RF�,�VIRED). 3X4 PRESSURE TREATED ILL Z (1) *4 BAR �� PLATE YV 1/2" DIAMETER 5. ALL WOOD IN GONTAGT WITH GOPk'RETE %U GONT. TOP ANCHOR BOLTS AT 4' -0" O.G. OR MASONRY OR EXPOSED TO EARTH OR ND AND 12" MAX. FROM ES, OR Z ZX F J5T5 T .I.'S BATHER TO BE PREP JRE TREATED. III L d PER SHEARKA LL SCHEDULE; STUB OUT *4 I ?" MIN. EMBEDMENT _ • 18' O.G. 2X4 PRESSURE TED SILL Tl6 MIN 4 VERY. AT Ib` O.G. --� PLATE W I/ 3` DIA� Z b. 1 ALL DIMENSIONS AND FIELD Z STORM DRAM` (i s�4 GONT T I I . I I A1dGHOR BOLTS AT 4'-0 O.G. OHS. -- IF REQUIRED I I 6 MIL. BLACK VAPOR BARRIER IL ) AND 12 MAX. FROM ENDS, OR _ - I PER ?. PROVIDE TEMPORARY _ I 4 VERB. • 1NE 9" MIN. EM11 MAENT REQUIRED. UN A LL PERMANENT QJ ! Q III— Ib O.G. 2 6 MIL. BLACK V.S. �TI STIFFENING HAVE i (2) 04 CONT. SOT. _ 1 III I 6. PROVIDE DOUBLE LVL/JOIST OR BLOCKING 4' PE / „ p J t ' (2) *4 GOVT. BOTTOM AT PARTITIONS ABOVE. FDN. DRAT -1 N L 8 _ L411 ✓GALE 1 I' = I'-O• ~ FDN. D FIERP. r% IN � 6► • ¢ 4. PROVIDE 155M FOUNDATION SCALE � 1 1-0 TION VENTS WITH 1/4' GORR031ON RESISTANT WIRE �AL NOSH As REWIRgD PR C,pDE, 10. ■ DENOTES BEARING POINT IN FRAMING DIMENSION 2X4 PONY 10041, PROVIDE MIN. 3X4 PRESSURE 'TREATED SILL 2X6 STUD✓ AT I b' O.G. (?) 2x4 STUDS • INDICATED POINT W/ I/2' DIAMETER 4' BRlGK VENEER O/ �,,,ggg NOTED pT}�y�ge� ,ANCHOR BOLTS AT 4'-O O.G. SPACE TO 5/6" TYPE 'X' 6". • ALL 15 L13. BLDG. PAPER OR AND 12` MAX. FROM ENDS', O R COMMON LIVING WALLS. AIR INFILTRATION BARRIER ZXb STUD AT ib` O.G. 11. CANAL SPACE A MINIMUM OF 18' PER SOLE; O/ HEATHING PER PLANS BELOW FLOOR JOIST AND " ?" MIN. EMBEDMENT R-21 12 �oYy 9/4` T#(5 PLYWOOD SUBFLR. R-21 BAIT. INSULATION BEAMS OR 61RDER5 WITH MIN. b MIL BLACK EXT. GLUED . NAILED. FAGS STAPLED. GO METTAL AL TIES AT Ib` O.G. 2X4 F 5SURE TREATED SILL VAPOR BARRIER 6ROUN�D GpVp t LAPPED PLATE W/ 1/2' DIAMETER 12' AT SEAMS AND EXTENDED UP EACH WAY • ANCHOR BOLTS AT W-O O.G. FOUWVATION WALL TO SILL PLATE I J BEL EL AND TO FM AND 12' MAX. FROM ENDS, OR TYPICAL. PER SCHEDULE; 32 2" B O�G. Z MIN. 12. ALL BEAMS TO BE 4x10 ODF (SEE SHEET I 4' GONG. SLAB T.O. STBN WALL FOR UA49 STRENGTH VALUES). U�.ESS ZX FL JOIST bMIL. VAPOR B p/ PER 6RADE G R GHVITIONS NOTED OTHERHISM OR T.J.I.S PER PLANS 4 m GRANULAR FILL SOLID 6ROUT BELOW FLAS�HNS 4' GONG. SLAB O/ 6 MIL, VAPOR BARRIER O/ 13. ALL POSTS TO BE 4x4 (4x6 AT R -JO BAIT. IN�ULATI I T.O. • ? 4' GRANULAR FILL BEAM SPLICES) TYPICAL UNLESS NOTED Z _ F2) BAR • • OTHEF SE. TYP • ISOLATED REAM �. � 44 F2) TOP 40 GM1J. (1) 44 BAR ! 14. ALL ISOLATED SPREAD FOOTINGS TO Be 111-111 GOVT. TOP oo °0000000 °00 ono TIGHT LIPS' L o o ° 0 0 0 0 0 0 0 ° 0 0 0_ - 34'xZ4"x10 THICK WITH (2) •4 BARS STORM ( o _ q 1 1 = n I SOTt"OM EACH WAY, NOTED b MIL BLACK V.B 11 IF REWRED I I OTHER 45E. � � I III III I FOUNDATION 1 I Is. FOUNDATION ANCHOR BOLTS REWIRE A I TE DII'-ETBION I MINMM U OF 3" a" ' xV4 PLA '` • 1 . � - +�4 VERY. • Ib` � III— TE !^IASHERS. O G. = O 04 VERT. • 16 O.G. IRC R602J1.1 I , • (2) 04 GONT. BOTTOM z / d 40 N 0 r (2) 04 FONT. BOTTOM FOOT I N(Sp 50HEDULE 40 8" 4" I �`- SCALE 4" • PERF. 4" $ 'i Fm DRAIN SALE 1, 1' : 1'-0" O 24' ViA? -E R X 10` THICK � HOUSE /OARAOr- FDN. YW?'H VENEEfi�' (� BARS EAG41 WAY. FRAMING AND FOUNDATION 3/4' TOO PLYWOOD SUBFLOOR. gp" D� X 12' THICK DIMENSION EXT. GLUED AND NAILED R-14 BATT. INSULATION MIN, (3 04 � E� MY. 2X4 STUDS AT I6' O.G. FINISH PER ELEVATION O/ 15 L.B. BL &. PAPER OR AIR INFILTRATION BARRIER 2X4 SATED SILL O/ SI"EATHIN6 PER PLANS PLATE W/ 1/2' DIAN�E'YER 24 'THICK GOW THXX* COMIC. AWA40R BOLTS AT 4'-0` O.G. FOOT1NtS AM (5) #4 BEARS. AND 12' MAY, FROM ENDS. OR 0 Z-FLA WN& PER SHEARKALL 5 2X SOLID BLOC.K1N6 T MIN. EMBB7NENT V40M TRIM 4' GONG. SLAB O/ 2X FLOOR JOISTS BEAM PER PLANS OPTI 6� MIL. VAPOR PER 01 OR T. M."5 P PLAN'' METAL POST TO o CCAM GONHC Z (1) 04 BAR P , 44 . 4X4 POST GOVT. TOP METAL POST • PC 46 • 4X6 POST _ L � . • � - Z Hr� P05T PER PLArRr, STORM N • I ° ° o ° ° ° ° ° o ° ° ° o ° o O OQ� o � � 844 • 4X4 POST �REWIRED I I 2 n� °" °(� ° P (� °� I (� 'PS ,b • 4X6 POST P/1PH� TO DIE REWIRED II 1 17 b MIL VAPOR KRAFT YrA oR . O _ I I o �n -111 Ii Alt Y • ib' O.C. d) . 4 f2J �4 GO�tT. BOTTOM • • i M i I � 1 I Z , - - WINTRWOUS S� I OLATM FT& � 4' f9' ` • ONE STORY EA. Yw►Y • D�Z/VN 4 &' 4 • TMO STORY SCALE ' I' 1'-0' ISOLATED FT65. 2 `"� NOT TO SCALE TNrFIG-AL 6ARA6r FDN. h CONT INUOUS FOOT s "F"OUNDATION VENT GALC5. V1 SF./ 00 s 5.6 S.F. Fes. YEW 11mm. WS / 144 x 'b = 347 SF. PER VBff. sb SP. /34'1 = 10FOK YEWSI1D. NOM 1!Q'M TO ' S ' Sl87S POR EILLJET DETAR.S to ob >EVESNT'5 . _ N NO SLAB - AWAY 3LD'6 UT O AR I �D h co l CF CE WEr " : e i 17pd 3�3 0 (CD ( I z cL E � } 1 ni+►rE Or►16 RE4 Oda 1 • SGXE _ - V4' s I'-O' 1 1/2" 4� MIN. - CONT. HANDRAIL o� Q 1 � � z y m O z m _O n V 10" MIN. L BALUSTERS, TO CONFORM TO IRG SEC. R5113 A•-54 FRAM ANCHOR 5/8 TYPE "X" GYP. BD. BELOW STAIRS \- (5) 2X12 STRINGERS FIRE BLOCKING • MID -SPAN t • WALL ALON6 STRI BETYEEN STUDS AND AT TOP AND BOTTOM OF STAIRS 2X4 THRUST BLOCK MAIN I~LOOR FRAMINO N0 5 I. MTTEN DIMENSIONS TAKE PRECEDENCE OVM SCALED 01? 5ION5 2. PLATE HEIGHT 4'-0' THIS FLOOR U.N.O. 3. ALL HEADERS TO BE 4x10. D.F. w2 UNLESS OTHERMSE NOTED, CHECK PLAN. EQUIVALENT PARALAM BEAM MAY BE SllBSTITUTIED IN PLACE OF BEAMS 4 HORS. 4. BOTTOM OF HEADMts TO BE 6' - THIS FLOOR UNLESS NOTED dTHERWism 5. ALL EXTERIOR WALLS 2xb WITH R - 21 INSULATION U.N.O. 6. ALL FRAM NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED MTN IOd AT b' O.G. (EDSEL) AND 12" O.G. MIEL.D), MLESS NOTED OTHERWISE, TYPICAL. 'T. PI ZMVE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 8. PROVIDE SOLID BLOGKINS OVER SUPPORTS. 1 R. FIRE BLOC.KIN6 AT ALL PLUMSINS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO 1 FINSFED WITH 5/6 TYPE "X" GYP" BOARD. II. • DENOTES MJV BEARINS UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED OTHERNISE. 12. FINISH ALL CEILINGS WITH 5/6' 6►YPSW BOARD. 13. AT OARASE USE 5/8' TYPE 'X' 6YP. BD. AT ALL COMMON WALLS, ALL CEILINS AND ALL EXP05ED BEAMS. 14. PROVIDE 26-6A &E GALVANIZED SHEET METAL FLAU14IN6 ABOVE WINDOWS AND DOORS. (TYPJ LAP BUILDING PAPER OVER. 15. HOLD SIDING b' ABOVE FIN SHED ED 6RADE, TYPICAL. 16. WINDONPS SPEC.FMD ARE WdWIL BY: T OR EGL&NL. U a PER 5CIyEDU X CONTRACTOR TO VERIFY ALL ROUGH OPET11N65. 1 FASTEN MULTI -LAM 2X BEAMS PER IR.G. STANDARDS, CHAPTER 6, TABLE R602.", TYPICAL 16. HA&46ERS AT POSMIVE GONISIBGTIONS TO BE SI1�.)ON OR EQUAL. ICI. CEILING JOIST'S TO BE 2x6 AT 24" O.G., TYPICAL U.KO„ PLAN SHOWS .JOIST DIRECTTOK 20. ALL VOIDS TO BE F AMAFT EN CACM PER "RC SCGTION R602.8. 21. INSTALL MiATM HEATER PER I"I NAECA, SEE SHEET 1. PROTECT FROM IMPACT PER 2003 IMC 22. FUF*4oWoE TO BE PLAGW 16' A 9V. FLOOR ON I HOUR FURNAGE PLATFORM W< (2) 3/4' LAYERS P1LYY4000. PROTEC FROM IMPACT PER 2005 IMC. 23. DOOR EIETI00M MOM AIV 6ARAGE TO BE 20 MIN RATED, SOLID GORE, TIONT F1T'T'INS, MTN SELF Cijo IJRE 24. INSTALL DIR VENT FRPL. PER TAMS OF L ISTTN6 ANA 1' SPECS. IPER 5EGT`k7k 811001 I RG. 25. PROVIDE C Wr. 1 ARAIL AT STAIRS A MIN OF 1 V2' FROM r4ALL, TO DETAIL 1 ON 3!$T NO. S. 26. STRAP THE A^TER HEATERS AT FV4N T5 MTN M TM UPPER I/'.3 AM LOMER 1.# OF LOVM Po r SMALL BE A'MM L "! 4' AaOVE CONTROLS ?T. Illft-L.S MTN 6REATER TI`lfN 2 PLF IWtXqft A MAN!" JIM OF A 3x Mt 9! AT Adg)rrMb PANEL E MMM AND SILL. PLATES. FOR F%% LS EETIISM 950 AMP 600 IOLF, Ai' .hcw BOLT SPA40M6 406 BY I/2 INI E 2x SILL PLATY. PER RAM* Iltb.. 26. 0 a 1, gXATIC4l5 OF FLOM 24. AL.' SMO M DETSGTCJRS TO BE 110 VOLT MTN B^TTotY BA44ap, Tw- 50. Tun ADD sNOr p4m BETrczw STVS. • Lp %T ' 101'!8 PLC" TO 23 & PX • 1'' pv" TO pwrr m 'wO" AacN E a1tNN •i.,ET. • ALL dM -^Zli6 rg"4 1 "W COVE DRAM 04ZT 'rO BE SAfTrY GLAd6. VAIjR BAi atot amwo olvosum OP. L) A F007A&Eoo' SUMIIMAR�- NOTE: SPACING DETHM INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAXIMUM OF 4" CLEARS SUCH THAT 1 A SPHERE OF 4" DIAMETER SHALL NOT PASS THRotjl H ANY OPENING. A r 05A'-n 624 S.F. 414 SF. FlEc.�,,, , C M OF S - r PEA C'" -mr �► r �i N z c�. 203 R I L - .t. � J1„iAY! DM►1� 4. q NOT TO NP. SCALE INTERIOR STAIR 1 ION r Ir� V t V ,:ltd r 05A'-n 624 S.F. 414 SF. FlEc.�,,, , C M OF S - r PEA C'" -mr �► r �i N z c�. 203 R I L - .t. � J1„iAY! DM►1� 4. q NOT TO NP. SCALE INTERIOR STAIR PRAIA I NG NOTES I. MITTEN DIMENSIONS TAKE PREGE'DBrGE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 6' -1" THIS FLOOR UNLESS NO'T'ED OTHERWISE. S. ALL HEADERS TO BE 4x10. D.F. M2 UNLESS OTFE RM E NOTED, G}W-GK PLAN. EWI VALENT PARALI.AM BEAM MAY BE SUB STITUTED IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OF HEADERS TO BE 6'-+0" THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2xb. WITH R -21 INSULATION INLJSS NOTED OTHERWISE. b. ALL FRAME NAILING TO SAT154 SECTIONS R5O2; 8602 • R6O2 I.P.Z. BLOCK ALL PLYWOOD EP SES AND NAIL WITH IOd AT b" O.G. TYPICAL ALL EXT. MALLS. I. PROVIDE DOUBLE .JOISTS OR BLOCKIN6 YRERE PARTITIONS OGCUR ABOVE. 6. PROVIDE SOLID BLOCKJN6 OVER SUPPORTS. 4. FIRE BLOCKING► AT ALL PLa1N0IN6 PENETRATIONS 10. ALL STOR 6E AND SPACES UNDER STAIRCASES TO BE FINISHED PATH TYPE "X" &YPSUM BOARD. II. ■ DENOTES SOLID HEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT b" WALLS. USE (2) 2x4 AT 4" YELLS UNLESS NOTED OTHERWISE. 12. FINISH ALL OMUN65 WITH "a 6YPsm BOARD. 19. AT &ARA&E USE "" TYPE "X' bYP, EV. AT ALL C "40N WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PM IRG STANDARDS, C+fiWTER b, TABLE R6021"), TYPICAL IS. HANSOt AT POSITIVE C 0NHBOTIOM TO BE SIMPSON OR EGLW- Ib. ALL VOIDS TO eE Fl IDRAFT FVR IRG SIECTION R602-6. M. PROVIDE CONT. HANDRAIL AT STAIRS A TAN OF 1 1/2" FROM WAIL, Rjq TO DETAIL I ON SHEET NO. S. 16. P0= LOC-ATk:*S OF FLOOR RE361STERS W. UPPER FLOOR FRAMING TO BE II WOO TJWRO MO • 101.2" 04, TYPICAL L#4JMS NOTED OYHEJRYSSE:, PLAN SHOM DPlREGTIm IRON IEAC 2x SOU • RIMa SORT s IIGULATE A . s C , 1 t � n i t n - r r NOTES llorm TO " S " SHEETS FOR WiLLET i/G , �VQD CT'Y OF n. JKVVXA 1�y -3�3 i 2�0� IR En. c l L. • , • ? L .f • _ , FA c � tit • Uj OR/IFl�t. I►ir►`ME IAA'71� �4 R No s A V4" : � .� UPPER FLOOR FRAMING NOTES I. IAIR1rrEX DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMEMIONS 2. PLATE HEIGHT TO BE &'-IQ THIS FLOOR U.N.O. 3. ALL HEAVE" TO BE 4W0 D.F. 02, U.N.O. 4. BOTTOM OF HEADERS To Be 6--8- THIS FLOOR UNLESS OTHERNSE NOTED 5. ALL EXTERIOR KALLS 2x6 NTH R-21 INWATION, UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY C+IAPTER 6 IRC, BLOCK ALL PLYWOOD ED&ES. ALL EXTERIOR SHEATHINS NAILED WITH 10d AT 6' O.C. MDCvIFJ AND 12m OZ. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. I. PROVIDE DOUBLE JOISTS OR SOLID BLOOKINS OVER SUPPORTS. 6. FIRE BLOCKINS AT ALL PLUMBING PENETRATIONS. q. ALL STORAOE AND SPACES UNDER STAIRCASES To BE FINISHED WITH 5/68 T YPE wXw &YPSUM BOARD. 10. ■ DENOTES SOLID BEARINS UNDER C40W-IENTRATED LOADS. USE (2) 2x4 AT 40 YW.LS UNLESS OTHERWISE NOTED. 11. FINISH ALL CEILINGS WITH 5/80 6YPSW BOARD. 12. PROVIDE 26-6A )SE 6ALvAMZE S HEE T METAL FLASHING ABOVE NNPOAS AND DOORS. (TYP) LAP EXALDINS PAPER OVER 15. 14INDOMIS SPECIFIED ARE Wept. BY SUMMIT OR EG&M- U a FUR schfEPULE CoONTRACTOR TO %V1921IFY ALL ROUGH OP]r:NIN&. 14. FASTEN IHULTI-LAM 2x Er-A&S PER IRC STANDARDS, CHAPTER 6, TYPICAL. PICAL. 15. CZJLINS JOISTS To Be 2 AT 24* 0.6, TYPICAL URO, PLAN SHOM ,JOIST DIRECTION. 16. ALL VOWS TO BE FI BLOC*W PER M, SWTIOW RAW". M. ALL nm AM 4 1=1FtE 1=1 BLOC4CIN6 13ETN8N STUDS. LIMIT SHOVER FLOW To 2-5 G.P.M. WATERPROOF WALL To v#r r *N low ABOVE DRAIN INLET. ALL CA-AZNS V*T#*N -W ABOVE DRAIN 04-ET TO 19E SAFETY OLASS. VAPOR HARRIER BEHIM GYP. BID. 16. ALL SMOKE DETECTORS To BE 110 VOLT WITH BATTERY BACK-UP, I RC-ONNECIM. 14. PROVIDE GOVT. HANDRAIL AT STAIRS A MIN OF I V2Q FROM r4*41, TO DETAIL I ON SHEET NO. 5 20. )4AoLLS PITH GREATER THAN SW FLF REWIRE A MHM1UM1 OF A 9x AT ABVrTrN& PANEL WdeS AM SILL PLATES. FOR rj*A.LS ECTVCZN 950 AOV 600 PLF, AEI h4OR BOLT SIPAC41410 KA6 BW VECAEA4W BY V2 (USE 2x ME149ENS). P46, TAME 86023J. 21. NA)MRS AT PIOSMVE CAONNECTION TO BE SIMPSION OR EQUAL - SGALE : 1/4' x I' IF L. ')JA _on 11 lift S.F. CITY V 6, ce- OF nk*u Opp . 19 a 16 q COMP. SHINGLES O/ 15 LB. FELT O/ 1/2" GDX PLYWOOD O/ 2x RAFTERS OR TRUSSES • 24" O.G. INSULATION BAFFLE R -58 INSULATION SIMPWN HI SEISMIC (OR EGU) AT EACH TRUSS 2X CEILING JOISTS • 24" O.G. (OR TRbGS PER PLANS) 2X6 STUDS • 16" O.G. R-21 BATT INSULATION EXTEND 12" ABV. IN5UL. 1 1/2" CLR. AIRSPACE VENTED 2X BLOGKIN& PV TOENAIL PER IRG 8806.1 5 METTAL WTTP.R 2X FACIA BOARD OVERHAN& SEE PLANS FINISH PER ELEVATION O/ 15 LB. OL.D&. PAPER OR AIR INFILTRATION BARRIER O/ SHEATHIN& PER PLANS PLATE AT ROOD /SLAT PER m 1"02.101 TII Bds n OF RECORD WHO A" AND WIM ON TFa IXaGaJMEHTS TKAT TFEY HAVE FOUW TO 04 WQT1M1 TAE VIEW" OF 1 BUL.D 46. TrE TICW 1W FOWWOW W nC OU Lopo Cl"9C IAL FOR REVIM NV AP'P %WN- PR10R TO PRA~ POPEGTIlm. CITY 5Fw-L im ON nE JOB SM AT TIaG. T!W sK.i W.LUCE srwrf 4c T, � �. . ROOF FRAMING NOTES 1. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF PRAMIN& BELOW, 2. • DENOTES SOLID BEARINS UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL :BEAMS AND HEADERS. 4. ALL RAFTERS TO BED 2x8 HF #2 AT 24" O.G. TYPICAL U.N.O. 5. ALL TRUES TO DE AT 24" O,G. TYPICAL URO. 6. PROVIDE ROOF VENTS PER SEC. 8806 IRC. 'i. ROOF PITCH TO BE 6 :12, TYPICAL. UNLESS OTHERMSE NOTED. S. 16' O.H. T1 MAL • EAVE8 i 6" O.H. TYPICAL • &ABL.E ENDS, RAKES. q. AF PROVED ANCHORS SHALL BE USW AT ALL CONNECTIONS OF RAFTERS, .JACK OR HIP 'T'RLSOES TO MAIN 61RaER TRU55 (E'ER MISS MANUP) WERE APPLICAB PROVIDE N31MPSONO Hi FRAMIN6 ANG1*X* AT EVERY RAFTERITRUSS AT EACH END AND AT &ABLE END TRUSOM. II. C.HINNtY hEIOW TO BE 2' -0" MIN. ABOVE ANY PORTION OF BUILDIN& WITHIN 10 PER IRG SECTION RIOOI,6 12. BRAC.INE" (STICK FRAAMF.O AREAS ONLY) • (2) 2x4 UP TO 10' Lot (2) 2xb 10' TO 14' LOW ' (3) 2x6 OVER 14' LOW 13. PLATE HEI SNT'3, " MAIN FLOOR 01' -06, TYP. U.NA. * UPPER FLOOR 6 TYP. UxD 14. T'R!.!�.xSm e CARRY MF6M STAIrP. 00 NOT ALTM Y4'iHaff 9UILDMb DEPA tTH1N'T APPROVAL. INSTALL AND )BRACE PER WfAlk SPSC. NON- HEAPJN6 W 44.5 SHALL BE HELD DOM PROM THE TFWSS BOTTOM Gam' NTH AN APPROVED FASTENER (SUCH AS Stt sm STG). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRAGIN6 OR POSTIMS AND PROVIDE ADEG UATE BEARING TO FOUNDATION. 16. HAAifsEIZS AT POSITIVE C t4CCTIOt'l5 TO HE SWSON OR EMAL.. 1177. NAIL ROOF SHE WINS WV 80 WMMON • 6' O.C. AT PA 3. EDi6E5 AND AT WWI. L PLATT BLDC4QN6 AID • I2" OjC FIELD, TYPICAL PER MiG R602 ROOF FRAMIN& NOTES '6 '� R -VEN 0 G lifto sp. / SAD a 4 .60 SF. VENT** prow. 4,60 Ste. / 2 ■ 2!0 St. YOM IM ORB= AT lWor wWGM 230 Ste. / (.44K.'1W s ? VENTS WffdW. � �.se .o • s • �+s r�oR eu.�r cerN.s - 1 • y► s I P c-l • g r w ♦ t V t 3:zs N 1 O N z Q. • Y , _ ^&►,rE O �w 4 �w f4 C7 r - --------------------------------------------------------- - - - - -- f L�L��I�a�10' � SCALE - 12 61TTYP 2030 SKYLI&W r- F'*%. 6RAC'E — f ----------- b i , (CD_ �V W.Apj a. 2.0 .0 tR� -A�_- -� Vq- IL r fill •- ART. lLt1/. 0�6 12 Typi 6 � Ell ;Qi;rm ROOF EPLACACET, ly AL SEE DETAIL. THIS SHEET C"� r uKWkA r 2C PEAPA DENTE►= 2x3 SILL ry lx4 STOOL • RETURN VENT AMP SO FIT . S C.OL.1J!" K TYp, STOW VO4EM TYP_ ELEVATION NOTES I. PROVIDE CONTINXWS FETAL WTTERS TYPICAL.. 2. PROVIDE Roor VENTS PER IRC SECTION R806.1 TYPICAL. S. PROVIDE bALVANIZED SHEET METAL FL ASHINS AND COUNTER I= LA5HI146 AT ALL ROOF PENETRATIONS INCL UDINS C.HIMNEY5. 4. I TO SWTION RIOOI IRC. FOR C• 4044EY WNSTRIACT10N- 5. PROVIDE YVATHER- STRIPP'IN6 AT ALL DOORS AND YMNDOY4. CAULK ALL .JOINTS AND PENETRATIONS IN EXTERIOR WALL 6. BRICK TO BE 5UPPORI ED SY STEEL LINTELS AND 5HAL.L NOT BEAR ON WOOD #-RAMiNb. 4 1. FIND EXTERIOR GRADE TO SLOPE AWAY PRCt4 BUL.DINb AT A SLOPE OF AT LEAST 296 FOR A MINIMUM OF S FEET. 6. POST APPROVED NJhEERS OR ADpptE56 ON THE D ft L1N6. ADDRgW SHALL BE PLAINLY V*93LE MW LEGIBLE FROM THE STREET FRONTTINS IM OK LLINFs. 4 i/2" O 4X4 1 t`I CEDAR TY'P. 2X4 C.FDAR ` SCALE: I "= I'-O" PQOOF BRACKET ■ ..�■rm�rrNEI r SCALE : c:��� 1 1/4r 2 1' - 0 ' s►+n�t.ES� .. T.O. PLATE cortnNUous surmm mp. Rif ___.� .mmn�m�..�mm�m. imnminmm.., ���mn�m�.. 111■I0111■I011111m1l1l1 � Pw I�I�111�1�1� 2x5 SILL K/ �I�trI���ImI�1���t�111�1111 � � •.i1/1�111mI j I x4 STOOL I f 2 i-- r sc. *4z _ - &W s Pa' Woo" a 1 w s r6cp A. 6LAZIN6 SCHEDULE_- PLAN 2010A/2 L LOCATION _ _ ___'�,�; -- 6Ag I _ _ �oolc d` M - - -! MOD EL. P `ME� - W - -- H - - - - _+_ _ L E U-VAL - -. ._9 _ Summa 8 - 7C vlrUl I b6 OD .Z - transom ab` a_9 d ' Summits___ - -� _ -- -- 5 _ _._ __._ _33.3 _air I/2" no 0.330 f_amll _ _Summit - - `!_'_'` I T 5.00 1. 00 _5_.GD _ - air J /� _y doub a , ent 6 `- no 0.32 _ vlr�' -- -, I 8.00 6.0_0 48.00 a1r 1/2" �am(Iy dovb.e gent _ Sum Fj650 - vinA� - _ ---- n0. _ - -�- - -� I _ 8 2 16.00 _air !/2" n!9- 0.35C powder s_h Summa - F�68 i vin ! 2.00 4.00 8.00 air i I!2" - -- e ntry s ,de S'�mmlt 8630 - � 2 1.25 - ---- -- _ no 0.350 -- - - --- - _ v ' ":_ - 5.00 12 50_ air I/2 _ - - -- _ __ _ _ no 0.320 entr _ q.. krans ^�^ Summit _Sh3G viI I 6.00 1.00 6.00 air !/ 2" no 0.320 nook_sidr Summit - 8650 vinul i - 5.00 6.00 30 mstr bath s d► 5ummlt 5b5O 00 air !/2" nc 0.350 fixed - - -. _ 5.00 2.50 12.50 air 1/2" no 0.350 mstr bate _ 5um_mit _8630 ` vin i 2.50 ' ' no 0.320 mstr 5umm't 8 --- 2.50 6.25 T a ►_rte !/2 bd r, dbl. vent vinyl -`� -- - sta wr - r red "r' Su mm �� -- -�- 8��p _._ - -" i - 5.00 40.00 air 1/2" no 0.350 - � - - - -- _._ - --_ -_ vinA 1 2.00 4.00 8.00 _a ! 1/2" no 0.320 flied abo��e entry 5umm;t 863_0 vint�' 3 2.00 2.00 12.00 air 1/ " 2 no 0.320 bdrm_ -4 �ib 5umm�` - 8650 vin 1 i 1 5.00 4.00 20.00 air 1/2" no 0.350 bdrm -3 _:dr 5umml,, - - _Sb50 v(nyi I 5.00 4.00 20.00 air 1/2" no 0.350 bdrm -2 s!dr Summit 8650 v 1 _ ..00 ^ 4.00 20.00 air 1/2" no 0.350 _ ND011 TOTAL SKY LOCATION Mi�t�UF� � PFR AME N ARLA 6A3 II AiR upp er bath Summit CUSTOM ! i L E U-VAL _ � alum /tb 1 2.00 3.00 6.00 air 1/2" NO 0.40 S KYL *HT TOTAL__ 6.00 iLAZ -, total' finished area- 1644 S.F. total glazin total u. -- - -` 104.40 % of gloz 16.46 AS AV6_U -VAL - -_ - FAUST VENTILATION SY91"EM 2X6 KA" ELECTRIC RESISTANCE OTHER FUELS X Source soeciflc exhaust ventilotio- X I CHAPTER 5 TRADE -OFD 1 prop osed insulation: 0.35 0. ch -dam er IV Vaulted c'e"125M R -38 Max glazlny allowed 96 2.00 Plat celllnas /attics 86.053 ; 122.533 �r'm - settir� Proposed q1ozimp % 16.46 Exterior WAils -21 Max. lazin u -valve allowed LOCATION MtK MAWF. MOLD. GFM Prop laztn u -value 0.344 Floors over unheated spaces R -30 Max. door u -value allowed j Slab erlmeter R -i0 cx-w ' 0.390 )Ducts In unheated spaces KITCHEN 100 cfm nutone /e t150 1 115 cfm 150 cfm no LAUNDRY 50 cfm nutone% t8O 62 cfm 80 cfm no POYCER 100 cfm nutone% _ ti50 115 c tm i50 cfm M M5TR BATH W.G. 50 cfm nutome/eq q tec 62 cfm 80 cfm MASTER BATH 50 cfm nutone/eq q t50 62 cfm 80 cfm no MAIN BATH 100 cfm nutone /e tl5O 115 cfm 150 cfm no use WHOLE HOV5E EXHAUST VENTILATION SYSTEM Combined use of source specific fans as indicated above. 'Fans indicated above as being 'YCH.' (Ahole House), are to be connected to on approved 24 hour timer CHECKLIST TABU 6-2 2X6 KA" ELECTRIC RESISTANCE OTHER FUELS X CHAPTER b PRESGRIf'TIVE X I CHAPTER 5 TRADE -OFD 1 prop osed insulation: I _Optlor number_ IV Vaulted c'e"125M R -38 Max glazlny allowed 96 2.00 Plat celllnas /attics R -38 Proposed q1ozimp % 16.46 Exterior WAils -21 Max. lazin u -valve allowed 0.650 House ! common walls _R R -21 Prop laztn u -value 0.344 Floors over unheated spaces R -30 Max. door u -value allowed 0.400 Slab erlmeter R -i0 Propose aoor u -value ' 0.390 )Ducts In unheated spaces R -8 son" n/a n/o 1.,5 n/a n/a 1.5 TOT 11.00 1.60 16.80 5.60 2.80 4.00 _1.42 _ 10.50 4.38 2.00 _ 14.00 _2.56 3.84 'T .00 1.00 - r.0o 102.00 TOT 2.40 2.40 ROOF CONSTRUCTION • CEDAR SHAKES * 00 FELT I * SOLID SHEATHINS * GEILIN6 JOISTS PER PLAN * R-W BATT OR BLOHN -IN INSULATION MiN. OAS HEAT * 318" GYPSUM WALL BOARD • GEILINS WALL CON5TRUCTI ON * SIDING PER ELEVATIONS * 130 BUILDING PAPER • 1/2 GDx PLYWOOD SHlEATHIN6 (OR EQUAL) 2x6 5MX* AT 16' O.G. * R -21 BATT INSULATION WITH VS. FACE STAPLED. FLOOR CONSTRUCTION * FIWSH FLOOR PER PLANS * 9/4' T46 PLYWOOD GLUED AND NAILED * FLOOR JOISTS PER PLAN * R-30 BATT INSULATION MIN. OVER UNHEATED AREAS " POST AND SE AM SUPPO BELO JOISTS • � M AOK VAPOR ISAFIX11 R 0 _1 TOP OF PLATE T.O. SUBFLR INSULATION BAFFLE ---, V/ V Y .i7. O/ 4" 6RANULAR FILL ` i ti cis•' _ tiT - I TnP r]F PI ATE CrryC n CD z c� lire TE z O all Y t _ r l 1tiE Sr Q� L top to �3 =.T% .j ti C , w STRUCTURAL NOTES -o=•LL MATER14i_.S ANC LLC RKMANS�-1 e: WALL C "•' ONFORM TO THE REQUIREENTS OF THE Dq,AWINGS, SPEC IF! E FAMING C;.:.TIC�45, AND T�;E 200. INTERNATIONAL BUiLDI*:`: CODE STAW41DA11 '4WD �T'`"?�`�' ALL FRAMING TO COMPLY WITH iBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO StGR IBC AND ND5 (LATEST EDITIONS). ALL TIMBER KiLN DRIED. ALL GRADES SHALL G A'�ERf =ANUTS =BETE INSTiT;.TE _ AGI 3(5,401 318,401 30+1, 4CI 30~ AMERICAN INS- T' - UTE - ,TEE- TO " WWPA" GRADING RULES FOR WESTERN LUMBER ,LATEST EDITION. BOLT HEADS AND T� LEARING WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. OF CONSTRUCTION - SPECIFICATION FOR THE C'E31GN FABRIC04 I AND ERECTION THE ALL NAILING NOT NOTED CN DRAWING^ SHALL CONFORM TO UBC TABLE 2304. i 9. .: 5TRUCTURAL STEEL. ' AMERICAN WE! & I_ NG SOC IET 1 - AW3 STRUCTURAL UJELDiNG CODE FOUNDATION PLATE$ SHALL BE BOLTED TO THE FOUNDATION WIT NO LESS THAN 5/8" NOMINAL STEEL 5TRUC: - JRF PAINTING CC)UNCIL - $$PC STEEL STRUCTURE PAINTING MANUAL U.S. DIAMETER STEEL BOLT EMBEDDED AT LEAST 10" INTO CONCRETE AND SPACED NO LESS THAN PRODUCT STANDARDS - FS - 1- 14, ( LATEST ADDITION) 46 " APART. THERE SHALL BE A MINIMUM OF TWO F-OLT3 PER PIECE AND WiTHiN 12" FROM EACH INTERNATICNAL BUILDING CODE t iBC), ( 2003 EDITION ). END. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) - < 20 EDlTiON) WESTERN WCOD PRODUCTS A55OCIATION - WIWPA GRADING RULES FOR LUMBER AND AT SAWN TIMBER JOiST AREAS : PROVIDE CROSS - BRIDGING PER iBC DIV. III AND ND I `' • SOLID PLYWC�OD GABO NER 2 7: RLOCKINri AT BEARING POINTS ( AT POINT 6.OADS - INSTALL BLOCKING WITH GRAIN ORIENTED VERTICALLY SEE ojj)I54v0CK 4. PROVIDE DOUBLE - PNEUMATIC CR MECHANICALLY DRIVEN STAPLES, NAILS, P -NAILS AND ALLIED =A5TENERS. . JOISTS UNDER PARTITIONS PROVIDE SOLID BLOCKING OVER BEARING WALLS AND BEAMS OF . I PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS (U.B.C. 2320,8.5). POST AT SPLICE FOR CONTINUOUS BEAMS (CRAWL FRAMING,) STRUCTURAL DEZ+!GN 15 IN AGr"ORD,r,NGE WITµ THE LAT USE 6X4 D.F. 01• - ST EDITION OF THE ABOVE CODES AND STAND E ARDS CONTRACTOR S&44LL. C aMPLY"� WITH T-»E LATEST EDITION OF THE ABOVE CODES AND 674NDARD5. STRUCTURAL DRALANGS 514,41-1. 3E USED IN CONJUNCTION WITH , ARCHITECTURAL DRAWING5 FOR B!DDING AND CCN5TRUCTiON. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND ao WALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRiOR TO CONSTRUCTION, DRAWINGS INDICATES GENERAL AND TYPICAL '=''ETAILS OF CONSTRUCTION. WLIERE CONC:ITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF Sir'11LAR CHARACTER '0 TI4E DETAI_ 5NOUJN,51MILAR DETAILS OF CONSTRUCTION SHALL BE USED, 5U5JEC.T TC REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER OF THE RECORI D. 'i'hrISPECTION REQUIRED PER UBC SE ION 1093.10 AND SECTION 1101. iN ADDITION TO THE !REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS. CNTRACTOR 51 -±ALL PROVIDE TET1o::'ORAl2Y BRACING AND SHORING FOR T14E STRUCTURE AND 5'r2UGTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, CONTRACTOR SHALL BE RESPONSIBLE: FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE """OETHOD, TECF- INQUES, SEQwENCES OR '= ROCEDURES REQUIRED TO PERFORM THE WORK cONTR,4CTOR INITIATED CHANGES SHALL BE SUBMiTTED IN WRITING TO THE ARCHITECT OR ;E:NGiNEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON 5WOP DRAWINGS ONLY WILL NOT SATISFY "PIS REQUIREMENT. ALL STRUCTURAL SYSTEMS W141CH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD !EIRECTED 514ALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, AANDLiNG, STORA AND ERECTION( IN ACCORDANCE WITH INSTRUCTION PREPARED BY THE 5UPPL IER_ i DE5"IGN LC4DS ROOF LIVE LOAD 25 PSF. (SNOW FACTOR Is =1.0) FLOOR LIVE LOAD 40 P.S.F. STAIR 4 CORR!DOR LIVE LOAD 60 P.S.F. WIND SPEED 85 MP4.4, EXPOSURE "B" I W =1.0 EARTi-I=AKE -- Iw =1-0, SEISMIC USE GROUP = 1, SITE crLs6�+iFICATION = "D" SEISMIC DESIGN CATEGORY a BUILDING OCCUPANCY CATEGORY -11 S OILS UNLESS A SOILS INVESTIGATION REPORT BY A QUALIFIED ENGINEER iS PROVIDED ALL FOOTINGS AND FOUNDATIONS SHALL BEAR ON SOLID , UNDISTURBED FIRM NATURAL EARTH OR iCO*MPACTEp SOIL OF 2000 PSF BEAR1NCs CAPACITY AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION MALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE WATER AT ALL TIMES. FOUNDATION SUPPORTED WOCD SHALL EXTEND AT LEAST b" ABOVE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL SHALL BE PLACED 51MULTANEOUSLY ON BOTH SIDES OF 7PE WALL. 'ORO /IDE 4" PERFORATED PIPE FOR ( AS REQUIRED ) SUBSURFACE DRA1NACsE. ALL:�WABLE $CIL PRESSURE 2000 P$F ASSUMED ASSU~iED EGU1v PRESSURE 35 PCF CANTILEVER WALL 5 5 PCF BASEMENT WALL .4S51.J"'?ED PA55t VE PRESSURE 200 PSF �., NCRETE AND REINFORCING STEEL �"q= ,CLEAN AND FREE FRO" pIRT - CONCRETE REINFORCING STEEL SHALL CONFORt"I TO ASTM -.A:o f 5 - - 1C� A, GRADE 40, (Ft s 40000 PSI.) FOR " 4 BARS AND SMALLER, GRADE 60 l Fq = fo 0,000 NCI) FOR BARS w_; AND LARGER. REINFORCING SMALL BE CONTINUOUS WITH ALL SPLICES ,5, AGGERED. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND iN 'cR5ECT10N. PROVIDE ALL HORIZONTAL BARS WITH 2' -ro" X 2'- 6 GQ�E1Z BARS OF TµE .5AME SIZE A" ALL HERS AND (CALL INTERSECTIONS. ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND S R ECURED BEFOE IN AND DURING T PLACING OF THE CONCRETE Ic3 r = =J t TIES ADEQUATE TO PREVENT REIRFOReCEMENT DISPLACEMENT DURING ONISTRUCTICN. PROVIDE CORNER BARS TO MATCH HORIZONTAL RE INFORCEMENT, UX ERE A IC'" ir.RETE WALL END DOES NOT INTERSECT ANOTHER WALL, HOOK HORIZONTAL BARS So ::SGREES AND PROVIDE A (6.` BAR DIAMETER EXTENSION. AT WALLS LAP VE'RTiCAL 4& DfAMETER5 WITH FGOTNNG DOWELS. WELDED WIRE FABRIC SHALL CONFORM L AP FABRIC 1' -0': MiNt!"1EiM AT SPLICES, LAP BAR REiNFORCIW -z 30 DIAMETERS 18 ! AF. LAP ADJACENT MATS OF WELDED WIRE 1`ESW ONE FULL .MESH AT SIDES = ,D -=ADS. RE INFORC;NG STEEL SHALL BE DETAILED (INCLUDING POCK AND BENDS' IN ► . .�iR ✓fiNGE w!'::.. AC' 1:5 AND 318 - (LATEST ED!T!CN). ^'I,C)e i1"lUt i AREA OF SLAB 3E=0R= OR EX. =,GINS ON JONNT : 200 SQF'T. LOCATIONS OF CCN5TF�.,JCTI0N 4 EXFANSi' , i JOINT e C-Cm1CRE-E S6 t TO A.RC� -.i. FOR REVIEW °RNC TO INSTAL. ATION. Gam; =R='= -=•LL 4 r"PA:.IN L• 28 _`)AY STRE`�YT,J OF F•c . S '�1D 1CATED B=LCvX. CG`NCR TE SHALL ,+ r, CONCRE-T E 'NST1'r ., a c ON 4rv\�. Cr � = y �•� r'tl\ ( �„I T ' � v' t \ ✓Ar'�/ r/Ii vQE(�!. IG�+ 'c- FOR ---. ...Rc =OR. B,�i;� IIrG!'. A,N ,4!R E tiTRAiN!N:a AL%roix''URE GCNFOf�'':I1�- TO (IBC 5'D !•c -? r-- . -.:-:. =.� .4z^DED 'O 4L L CCN*`RE` EX=OrED TO EAQc"H OR UF- AT-+Er. =RCv!DE M ". - 'R.- ►'�EC~AIQ M.�►X!1~",S` !,' L,/.!r"s„T'' vL�,.,,P, SHALL BE A TIME D LAGNNrs. F'''1 S�:CKS Ct °cC' AL NZ_ f = G OF c.\qCrR- J5—= 'r^. -LAB ON 51ZA7- = t FO��C GT = R: O ' TO MLw. -- '..� .`.+ \ •rte ! � �� r � � v ' '...- r .� w \ � W i \�'� . R/ rr',./ P'- 7V � . -- ~ r -' A . -��� v � - BEARING WALLS SMALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EAC44 STUD WITH (2) I6d NAILS. FACE NAIL DOUBLE TOP PLATES WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATE$ WITH (2) I6d NAILS AT EACH SPLICE, COMER INTERSECTION. STAGGER SPLICES A MINIMUM 48 INCHES, FACE NAiL BOTTOM PLATE TO FLOOR JOISTS OR 2x SOLID BLOCKING WITH (2) f6d NAILS (FOR SNEARWALLS - SEE SCHEDULE AND NOTES) PER UBC TABLE 2304.9.1. NOT LESS THAN 3 STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. LAP EXTERIOR SHEATHING CONTINUOUS ACROSS END STUD OR PERPENDICULAR WALL. NON - BEARING WALLS SHALL BE HELD AWAY FROM THE TRuss BOTTOM CHORD WITH APPROVED FASTENERS TO INSURE TWAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLAN SHALL BE 4 X 8 DF.• 2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENING 4' -O" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENING MORE THAN 4'-0" WIDE. WINDOW OR DOOR OPENING END STUDS CALLED OUT ON PLANS ARE AS FOLLOWS: (1) 2X = (1) TRIMMER PLUS 1 KING STUD. (2) 2X = (2) TRIMMER PLUS I KING STUD. (3) 2X (3) TRIMMER PLUS I KING STUD. NAIL STUDS W/ (2) I6d 's 8" O.C. FOR DOUBLE STUD AND (2) 16d 's S" O.G. EACH 51DE TO THE CENTER STUD. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO STUDS, SPIKE LAMINATED COLUMNS TOGETHER WITH trod 0 6" O.C. STAGGERED, - STRUCTURAL TIMBER 2x FLOOR AND ROOF JOISTS HEM -FIR 0 2 Fb = 850 PSI 4x BEAMS AND HEADERS DOUG- FiR/LARCH 0 2 Fb = SZ5 F'SI 6x BEAMS AND HEADERS DOUG- FIR/LARCH 0 2 Fb « 815 PSI COLUMNS DOUG- FIR/LARCI-I '1 Fn = 1300 PSI - GLUED LAMINATED TIMBER LAMINATED TIMBER SHALL CONFORM TO AITC STANDARDS 111. EACH MEMBER SHALL BEAR AN AITC. IDENTIFICATION MARK AND $HALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. STRESS GRADE COMBINATION - SINGLE $PAN 24F -V4/DF (Fb = 2400 PSi, Fv = 190 PSI MIN.) STRESS GRADE COMBINATION - CANTILEVER 24F-VS/DF (Fk;� = 2400 PSI, Fv =190 PS! MIN.) STANDARD CAMBER (3500 FT. RADIUS) ONE COAT OF END SEALER SHALL 'BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR 1=1Fi r) - LAMINATED VENEER TIMBER 1.5E TIMBERSTRAND Fb = 2250 PSi Fv = 285 PSI 2.0E W5 PARALLAM Fb = 2900 PSI Fv = 285 PSI ROOF FRAMING - PROVIDE CONTINUOUS BLOCKING FOR RAFTERS AT T1 4E SUPPORTS AND CROSS BRIDGING AS REQUIRED. PROVIDE BLOCKING3 AND BRIDGING " TRUSSES PER ROOF TRUSSES MANUFACTURER REQUIREMENTS. "POST DOWN" - PROVIDE MiN. 6X4 DF. 4 1 WITH ACE SIMPSON POST CAPS POST TO TOP BEAM AND POST TO POST OR STUDS OR BEAM BELOW (USE AC /ACE INVERTED). PLYWOOD /OSB PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF 1 US. PRODUCT STANDARD PS -I FOR SOFTWOOD PLYWOOD ". EACH PIECE SHALL BEAR THE APA GRADE TRADEMARK OF THE APA. PLYWOOD ROOF, FLOOR AND WALL St`EAT;4 NG TO BE APA RATED SW=,. -ATHNG PER UBC STANDARDS, UNLESS NOTED OTHERWISE:. ROOF SHEATHING 5/8" CDX (OR 1/16 OSB ) APA RATED PLYWOOD ( 32/16) LAY UP WITH MNIMUM I /8" CLEAR BETWE=EN PANELS TO ALLOW FOR EXPANSION. NAILING - SEE SHEAR SCI_FDUL.E. FLOOR SHEATHING 3/4" COX APA RATED PLYWOOD (48/24) NAILED AND GLUED_ ADHESIVE SHALL CCNFOR1"1 TO APA SPECIFICATION AFC= 01. PROVIDE TtG EDGES AT LONG PANEL EDGES. NAILING - SEE SHEAR. 5e_- 1EDULE OOF CONS CT ION: (COMPOSITION OR CEDAR - PLYWOOD) 1116' O.S.B. SHT G WA5 FELT W /1X4 SOLID 9 OVEN NAIL PER (ROOF SHEATHiNCs SCWEDULE (T"P. UNLESS NOTED OTHERWISE) OOF * :'ONS tCTION: CMOVIER ROOF TILE - PLYWOOD) MONIER ROOF TILE ON SPAC ED CHAR Da BATTENS 5/8" CS$. (32110) SHT'G uk /3� CELT w/1X4 SOLID 0 OVEf; 4ANG5 JNBL OC3<ED W/ -A.''E GRAIN PERPENDICULAR TO FRAMIrs BELOW, $TAC6-rER END JOISTS. NAiL PER ROOF V- 1EATHNG �..NEDULE (TYP. UNLESS NOTED OTI_ I SE) ALL 1,UXX)D PLATES AND BLOCK14G IN DIRECT CONTACT tVIT;4 CONCRETE SHALL BE PRESS- TREATED WiTH AN APPROVED PRESERVATIVE. EXTERIOR WALL CONSTRUCr:TiON. UNLESS OT4- EI;Z.tA5E NOTEc. 5!^ 1 PER ELEvAT!CN OR BRICK v�R P'ER S=C. 3006 t 8.�I M!LD1NG PAPER PER !B.C. ;4-4 ` Ii'o ` 51­�.EATNIAiG - SEE PLANS FOR STAIR `;UW LL NA! t N* x I'�iS.ai.^•►'i'ON u; „PVA PAiNT 4 VAPOR BARRIER - SEE ARGH�TE,�LER4i. °I.ANS 1/;' S.W.B. PER 2003 IBC TABLE 2 306.4.5 L�tiLE5e NoTE� c �1�.U5E MAS',�i'R`►' 8R;'.:rMC �'�=NE=R � BE A ..-*JO , TC BaCKI�VG- LI.A LC "I LE U.S.G. W 4 Imx -: GA:,*_= GALVAN; at-4EET METAL At-� 4.11 -1ES $+�4LL BE SlmACED EC, A.S.; TC S CR' HC �'^ --"N %C SCLI&R= FEE=T OF :. ..L ARE r� .�IG� +OF' �;ES 54A�LL BE :rPAG - i"LGRE �- '•+•4:_1 IC.. �±ORtZCWALL''” ^ O � V " + C FIR14 ::L ►= C'OA44ECT0R5 !AN.F Q•- TIE SCIPSoCN EaUlv DEVILS e* *- ^T&--6 R 1�dVl„FAC", c ,� �',�.- BE 6k 5'*TL"Ec. n _ I ' ✓EL �� -E`'' �:L:'� ` a�,. Y '°°4 — r ' ^ � 4.. '• � �.� .. ^. 4 �..y��"'li�,�. =v �►�3�'✓' ='GAS n O DC W W V L SWEAR WALL SCHEDULE (VERTICAL DIAPHRAGM) SEE SHEAR NOTES 1 -14 SW STD STAW41DA11 EN FN StGR Ex SN FA W2 � LK W^ na SEE T40 TOP 4 DOT'CM a` to it a T4l1C.1*vSS/TWlIC C J 3 LL SON CENTER CS FAR E DD't- DCUIBLEW CrG I V LL � J OF =4 uG �3 �.�L1tRC.Z: CIA Cs^AGE W� z CtA E-� GALV CaALVA04ZED E fDc4TN.a GLS CA LAII`19 TW DE�4M EA EACW mp,q 4 EF EACW WACE MSR k it Ap S" , 1�CsT IEIGW EN EDGE NAIL ' SEA vl9wricm F 01511M FACE GI -1 A4L C 1 JST 1- JOOIST EG lE OR MLIV 4t EW. uT !(od012" Es EACH SSE r%" - n O DC W W V L SWEAR WALL SCHEDULE (VERTICAL DIAPHRAGM) SEE SHEAR NOTES 1 -14 SW STD STAW41DA11 EN FN StGR AB SN FA SN W2 � LK W^ na PEAR SIDE T40 TOP 4 DOT'CM W to it a T4l1C.1*vSS/TWlIC C J 3 LL SON CENTER -J -- � - J _j J J CUTSI DE ColIAMETM J J Q V I V LL � J UUzO �. F 0 W 6- � Q J IL 9 � pp LL J Q W� z FLY1111111000 Q zl~ Q a�z W--�Z TI Wtu �_J oo f ..- W a01- w _ p � z .� J 4 pa" pgEcv PE woo am cW S" , �Rd ly(n aln dl a�4 Al GI -1 1/2" GWB ONE SIDE bd COOLER 1 1 YES 5/8 "048" !(od012" 164101 ?" - G1 -4 5/8" GWS ONE SIDE FOR 1/2'r 4 4 YES 5/8 "+48" 16d +10" A35 *3(o" 1641+10" 104 62 G2 -1 1/2" GUS 2 SIDES 6d COOLER 1 1 YES 5/8 166106" 16d06" - G2 -4 5/8" GM 2 SIDES FOR 5/8" 4 4 YES 5/8 11 048" 1641 +5" A3s 1641 +5" 205 104 F , 1 _ 6 1116' O.S$. ONE SIDE Sd COi-1MON 0.131 VIA. 6 12 YES 5/8 11 03' -9" 16405" 435 =16" 16d04" 338 PLF 241 PLF PI -4 1/1116" O.S.B. ONE SIDE COW"11' cN 0.131 DiA. 4 12 YES 5/8 11 03' - 4 " 164103" A35 +12" I6d +2" 494 MF 353 PLF Pt -3 7116" O.S.B. ONE SIDE Sd COMMON 0.131 DIA. 3 12 YES 3 X 1 SILL 6" (2) 16d +4" A35* 8" (2) I6d 04" 631 PLF 455 PLF P1 -2 1 /Ib" OS.B. ONE SIDE 8d COi`"R'? 0.1 31 DIA 2 12 YES 5/8"02L SILL ) (2 1rvd +3" A35 �� (2) ROWS � d03 833 Fi_r 595 PLF (2) +12� STAGGERED DBL. RIM P2 -4 '1/16" OS.B. TWO SIDES STAGG ER COON 4 t2 YES 5/8 "020" (2) ROWS A 35+�5" CR (2) ROWS 16d03" SHT'S JOINTS 0.131 DIA. 3X SILL ibd+�3" (2) A35010" ST ACvGERED 9$8 PLF 106 PLF DBL. RIM P2 -3 0.3B. TWO SIDES STAGGER 8d COMMON 3 12 YES 5 /S " +BM (2) ROWS A3504" OR (2) ROWS hods^' SNT'G JOINTS 0.131 DIA. 3X SILL 164103 (3) A35012 STAGGERED 1214 PLF 910 PLF DBL. RIM P2 - 2 1/16" O.S.B. TWO SIDES STAB GER ad COMMON 2 12 5/8 "012" (2) ROWS (2) ROWS I6d *3" SHT'G JOINTS 0 D1 YES 3X SILL 16602" (4) A35012" STAGGERED 1660 PLF 1190 PLF DBL. RIM TYPICAL SHEAR NOTES: 1) ABOVE ALLOWABLE SHEAR CAPACITIES APPLIES FOR 2X FRAMING SPACED NO MORE THAN 16" O.G. (WM OR BETTER). 2) UHIERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS TWAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER, OR FRAMING SHALL BE 3X NOMINAL AND NAILS ON EACH SiDE SHALL BE STAGGERED. WHERE ALLOWABLE °.SHEAR vALUES EXCEED 350 PLF (NAIL SPACING 3" OR LESS OR SHEAR WALLS W ITH PLYWOOD APPLIED ON EACH SiDE OF STUD WALL) FOUNDATION SILL PLATES AND FRAMING FOR PANEL EDGES SHALL BE 3" NOMINAL. NAILS SHALL BE STAGGERED. (SEE DETAIL 0 31) 3) ALL SHEAR WALLS SHALL COI"1FORM TO UBC SECTION 23 REQUiRMENTS. NAILS FOR OSB SMALL BE Sd (U.N.O.) COMMON NAILS (8d SHALL HAVE A 0.131" DIAMETER). APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 4) ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED' SHEATHING OVER 2X STUDS 0 16" O.C. WITH Sd COMMON NAIL^ is 6" O.C. AT SHEATHING PANEL EDGES AND 12" O.0 AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES SMALL FALL ON 2X STUDS. 5) ANCHOR BOLTS $14ALL BE STANDARD "J -BOLT" UXTN A 4d RETURN, OR A STANDARD "L- BOLT" WITH 12d EXTENSION. ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER. MINiMUM CONCRETE SIDE COVER SMALL BE 2" WHEN EXPOSED TO WEATHER, 3" U*4EN EXPOSED TO EARTH. (US.C. CHAPTER 1S 4 23) ALL ANCHOR BOLTS SWAL.L HAVE MIN. 2"X2 "X3/16" THiCK PLATE WASHERS. A.B. PLACEMENT NOT MORE THAN 12" AND NOT LESS THAN 1 BOLT DIAMETERS FROM EACH END OF EACH INDIVIDUAL FOUNDATION SiLL PLATE 6A) SHEARWALLS PARALLEL WITW FRAMING - PROVIDE SINGLE JOIST BELOW t TOP OF SNEARWALL - FOR SNEARWALLS W/ PI-2, P2-4, 1 4 P2-2 PROVIDE DOUBLE JOIST BELOW t TOP OF S4- EARWALL 65) SHEARWALLS PERPENDICULAR TO FRAMING - PROVIDE MIN. 2x SOLID BLOCKNG BELOW 4 TOP OF SHEARWALL - FOR SWEARWALL3 W/ Pi -2, P2-4, P2-3 4 P2-2 PROVIDE DOUBLE SOLID BLOGKI IG BELOW 4 TOP OF S4- EAR1At, - 1) DO NOT OVERDRIVE NAIL INTO SHEATHING. FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF 51- EATPING. 8) NAIL 2X4" OR 2X6" SOLE PLATES MiNil`"4" W/ I6d AT 12" O.G. (UALO.) FOR OTHER NAILING SEE SHEAR WALL SCHEDULE. 9) ON EXTERIOR WALLS S SHALL LAP RiM JOIST AND TOP PLATE. 1 0) DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOINTS V 8 -I&d EAC-44 SIDE AND 1bd AT NOT OVER 12" OC. (MIN. NAILWNCS PEtR I.B.C. TABLE 230441) ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR tUALLS. 11) PROVIDE MiN. TWO STUDS AT HOLDDOUIN LOCATiOK SEE I'''1ANILFACTURER'$ REQUIREMENTS AND DETAILS FOR EACH TY OF NOLODOUN. STRAP AND CONNECTOR FOR PiROPER INSTALLATION. BLOCECINCs S HOLD )UINI BE I WEEN STUDS • RIM OR BLOCKING - SE i 12) 13 GAUGE STAPLES OR OJ31 DIAM. P -NAILS CM BE USED 1N LIEU OF Sd COMIONS - ONLY FOR ^NEAR WALLS W/ MAX ALLOWABLE SWEAR LESS THAN 350 PLF (DF-) AND 321 PLF (HFJ VERIFY W FTN E'�KsINEER 13) FOR T'I.E ABOVE SI -EARlJ ALL SCHEDULE - U4 EN PANELS APPLIED OVER 12' OR 5/8' GYPSt1I i SW- EATiNG RdCREASE NAIL SIZE TO lad. TYP. FOR ALL SWAfdt ALL EXCEPT M -3, PI-2, P2 -4, P2 -3 (P'4,i15T BE APPLIED DIRECTLY OVER FRA1"'IWx). 14) ALTEi2NIATiVELY A35 (511 1PSON CLIP) CAN SE SUB.STi'TUTEL? BY 6 .TPs (51MPSOW LUI SAME SPAC NG FOR 'FLAT"' APPLICATIOl't INSTALL LTP4 OVER 2x PRAM.W.5 FOR SHEARRUALL PS -2, P2 -4, P2 -3 4 P2 -2 STAGGER A35 C% EA *. SiDE OF DBL R11M (DBL BL.K'G) PROVIDE SOLID 15L.00"4G • AND POINT LOADS ABOI/=_ JS=. 5A1!" 1E SIZE AS POST OR MULTIPLE 5TLC S ABO'1/E FOR BLOC. KWs.:;,J« -��1 1" L• -TiPLE Sr JDS ARE L*M, OREM' GRAINS VSRTICALLY. ( byc6 pCST ABOVE USE 4X8 POST BL.00KIr .2 * Rj"). RN POST TO BOTTOM OF FLOOR PL*v DjApWAC °'ROV:^_E POSITIVE C.0+&C?'14N Ci" f'L. STRAP - MK "2) CSib -AS. NA IL OW :7'Ni 'ME OPPOSM FACE OF TWE JTWEQ). S"OL:D BLOCKING BE IWEEN TOP OF BEAM AND B0 '0m OF PL"OlOOD + FLOOR DI - SEE 0 1 ABBREYiATION3 (CO�t?'_ ) MB PIACAIP46 BOLT STD STAW41DA11 ?I'm rl*o (18 StGR 'S' TACsCsE'R 1" *c ?n $TFF 5 11111 1 ENERS NS, PEAR SIDE T40 TOP 4 DOT'CM W NM TO 5C.AL-E TW T4l1C.1*vSS/TWlIC C OC SON CENTER IN TOE AL co CUTSI DE ColIAMETM TYP TYPICAL b" O.C. SIVIIIAND 251 PLF 415 PLF PLYM FLY1111111000 YER'T VERTICAL Pt P1';IESERv TilEATM rslrF 11111114H VIRIE FAQ I" PLATE WAS&M W em pa" pgEcv PE woo am cW S" , E! LHEAFt BUMS. - JEE tT'ICAL SSW V MAMMAGM SHEAR WALL lU :1 a .. 5'o11-V 4RJ -Vic' ✓ N' CONC. NAiL TO (2 ` 2x STUDS ,,;XTW (38) 16c1 NAILS. AvCfD S5'AI.,LW3 CF WOLOCU.N. _408A - 'Us_= SEM28 .:NTJ 24 r"TN11%12"t SCLT TO (' 3 , 2X 5TLVS LXTu ' - 1/8" " AL MAC&4;KE B�CLTS_ C.44D8 - USE 55 •"B28 iUJ/ 424' MN, B'lBEC. t 5E 5CS s'x3= i:J?G'D 5G!^.�'',3Jr WTO i'3 ? 2x 9 rLCL Ilk C:, t v i pi_ u - - =, 46 40 4 t c 40 ROOF NAILING SCHEDULE (HOR DIAPHRAGM) TYP. ROOF SHEATmwa: 'I/*' OSB APA RATED SHEATHNG (24/0) EXP. I EXT. BOND NEROA391, RPA". LAY UP W/ MINIi'1UM I/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6 OZ. AT P ANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS 0 24" O.G. AT ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAGM SWEAR = 192(X093.142 plF (SEISMIC) 245 p rF (WIND) DIA 15/32" 2x FRAMING - HF. 0 24" O.C. TYPE NAiLS DIAPWPAGM SUPPORTED BLOCKED BLK'G DESIGN BOUNDARIES EDGES EDGES V ALLOWABLE (B N) (F N) (B E) sEISMIG wIND Rl led 6" O.C. 6" O.C. It O.C. YES 269 PLF 310 PLF R2 I0d 4" O.C. 4" O.C. 4" C.C_ YES 350 PLF 550 PLF R3 loci 25" OZ. 25" O.C. 6" O.C. YES 590 PLF '140 PLF FLOOR NAILING SCHEDULE (HORIZONTAL 0IAPI4FZ4GM) TYP. FLOOR SHEATHING: 3/4" COX T4G APA RATED PLYWOOD (4824) NAILED AND GLUED. ADHESIVE SHALL COl TO APA SPECIFICATIt)N AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6" O.G. AT PANEL EDGES AND 10" O.C. AT INTERMEDIATE STS. ALLOWABLE DIAPHRAGM SWEAR a 215X082=177 plf. FLOOR DIAP!- IR.AGM 19/32" 2x FRAMING - WF. 0 16" O.C. TYPE NAILS DIAF44RAGM SUPPORTED BLOCKED BLOCKING DESIGN Jl BOUNDARIES EDGES EDGES Lb V ALLOWABLE 0 "t (B N) (F N) (B E) j O SEISMIC WIND Fr l0d 6" OC. O O:G. b" O.C. YES 251 PLF 415 PLF F2 ied 4" O.C_ 4. O.C. 4° O.C_ YES 390 PLF 550 PLF F3 1041 22'50 OC. 2.5" O.C. 6" O_C. 'TES 590 PLF 830 PLF TYPICAL NOTES FOR ROOF A FLCOR DIAPHR,e>vGM: UIWERE NAILS SPACED 2S' AN'D LESS FRAMNCs AT ADJOINING PANEL EDGES SHALL BE 3x AND SHALL BE STAGGERED. ROOF OR FLOOR PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAaGERM W -C ". ALL PLY; 6 5HALL BE INSTALLED PER AMERICAN PLYWOOD ASSOCIAT ON$ STANDARDS. HOLD DOUN SCHEDULE: A) SOLID BLOCKINGs M OR BLOCKING BETWEEN THE WALLS a WOLDOWN LOCATION - SEE 61 ALL HOUXW46. SHEAR PANELS MUST BE NAILED TO HOLDOWiN5 POST (STUD) WI T14 EN NAILING PER SC PEDULE. B) FINGER JOINED STUDS SHALL NOT BE USED AT ANY HOLDOUV OR LATERAL RE515T1NCs STRAP LOCATION. C) ALL HOLD -DOINS REFERENCED MANi.PACTURED BY 11 5� STRONG -TiE COMPANY, MC." HOLD- DOLUNS OF EQUIVALENT CAPACITY BY OTHER (U.S.PJ M.4% FAGTURER3 MAY BE USED. ALL FOLD- DOIIJNS SHALL BE INSTALLED PER LATEST MAKFACTUREW SPECIFICAT!Ct (SIMPSOON CATALOG C 20(04). ,SEE PLANS FOR LOCAT101�L ! i- IPA14022 - EMBEDED IN CONCRETE, NAIL TO (2) 2X STUD W TW 24 - Mod NAILS. CSW6 WiU/ (28) Sd TO (2) 2x STUDS ABOVE AND BELOW 2 (CLEAR SPAN PLUS 36' = TOTAL LENGTH). PROVIDE 16" (MW END LENGTH. (FOR TOTAL LENGTH SEE PLANS). 3 M5T48 STRAP TIE - *1AiL TO (2: 2x STUDS ABO'/E AND BEL OW WITH (46) I6cl NAILS. C MSTC & W% (b4' 166 Sl> TO (.: 2x STUDS ABOVE d AND BELOW (C4-EAR SPAN PLUS 50' • TOTAL LENCsTH). ODE 2=--" E40 LENGTH. ' FOQ TOTAL LEt4GTiF4 5=_E 'FLANS) N 1 0 Z "q J Q 105 NO. RE 6� • 'i q a W Jl Lb 0 "t �# D �y j O c� W to cv Z V) Z C� ,0 0 LL o w U � 3 � l'►L W , cp W _m lU :1 a N 1 0 Z "q J Q 105 NO. RE 6� • 'i q f f NTER(OR 6�4EARW ALL ABOVE FLOOR J0I5T HEADER - SEE PLAN -1 (EXTEND FADER TOP PLATE 2x4 TWRU PANEL) 8d - 3" O.C. COIN NAILS TOP PLATE NAIL 31 -EATING TO "EADER 3 O.G. EA_ WAY - TYP. (3) 2x STUDS _ a NAIL 6TctD5 W/ Lfpd - 6. O.C. OR 4x4 P05 DF. +1 I � I ( 2) 2x4 1Bi..00C.Tks � r I S- iEATWP<s ONE s I:>E u; NABS (2) ROWS 1 i 3 O.C. • P44EL ECIGES i I I I i FOR V - 6") " PER Ito zwC , T, _ 1 CON: :. FO> "�.:T•�: C r•� / .....• ^ 1 •�! mr .c r,. QC 8A NTE frcl OR 6HEARW,4L L BELOW WITH BLOCKING SEE a •4 • G AA, *• r (2) 5 `— ALTEFNIATE AT RIM J015T 9 EXTERIOR �NE,4R���L . �'ERPENDI UL AR .J. .Q i HOLDOW T. ll. D N �a OR 141DGiB W/ S61rw N FOR TYPE 7 LOCATION (2)'S COW. SW ■ SHEAR WALL FA • FRAMING ANC 4OR EN • EDGE NAILMG BN • BOUNDARY NAILING SN - BOTT / TOP PLATE NAILING IN • FIELD NAIL / SUPPORT EDGES SW BE • MOCKED EDGE NAILING STUD WALL PER PLAN SHEAR WALL SOLE PLATE Sill --- STUD WALL PER PLAN SN 5N. PLATE FN SN BE TO BLK'G EN 159 Sol"GiON HOLDOWN - FN SEE PLAN FOR TYPE EN 814 2x BLOCKING AND LOCATION 2x BLK'G OR BN 2x RIM JOIST SEE DETAIL 215 NON 9TRUGT. RIM --� FLOOR JOIST pIAPWRAa''1 Sul. 04 CONT. RE IN. 2x BLK'G OR 2x RIM .JOIST JOIST 1 EA � AB. x f0' -FOR SIZE ALT. CLIP LOCATION FA s. SPACING SEE PLAN (SHEAR NOTES 4 14) BLK'G AS REQ'D -- SILL PLATE BY FLOOR DIAPH. W I % I 21 SILL PLATE • AB W/ PLATE FOR TYPICAL SHEAR WALLS 4 HORIZONTAL 14 — E — -- WASHERS � I .- ,I I l i � I I I D IAP NAILING SEE NOTES �0 • AS IIJ/ PLATE ' GOt4CRETE FOR BLK'G AND WOLDOWNS AND POINT LOADS SEE - ! —I I a Q STEM WALL O O ON 'S' SHEET NOTES FOR FRAMNG , U)NGRETE 2" I 4 Q STEM WALL NOTE (ENJ. ALL NAILING PER ULB.C, 231533. UJAL �. a SOUND . t UAL L 5HE ARUJAL L - a EXTERIOR NAILS $HALL BE PLACED NO �4L.TE1�4�'f'L � PAN 2 (25 LESS THAN 3 /a" M FROM PANEL {_ *!*� OLT) !FLOOR JOIST PARALLEL TO WALL) FOO T ING ( JOI CJT�= A AND 2X MEMBER SW • SHEAR U A4" FA • FRAMING ANC'.14OR EN - EDGE NAILING ON = BOUNDARY NAILNG Sul SN - BOTT / TOP PLATE NAILING FN • FIELD NAIL / SUPPORT EDGES F� PLAN BE - BLOCKED EDGE NAILING STUD WALL PER PLAN SN SOLE PLATE SM SOLE PLATE SW FN EN : 5 < FN PER PLAN EN SOLE PLATE lo BN gE 1 ISM FN 2x BLK'Gs OR 2x fBLK'Cs OR / j 2x RIM JOIST 2x RIM JOIST JOIST I3N ON s ol JOIST 9JW. 5N 2x BLK'G OR I , " MN. a/g• 9u1. SN 2x RIM JOIST I JOIST 2x BLlC'G OR EN < RIM FILLER I 2x Rl M JOIST I ( EN. FA 3/8" ALT. I EN. TOP PLATES TOP PLATES EN EN ALT. CLIP ANEL SPLICE LOCATION ✓ —� ANEL SPLICE !SHEAR NOTES PER MFG'R REG. 94) NAH. DyFR TOP PLATES PER MFG'R REC. EN FRAMING EN aw 2x BLK'G AT PANEL NA L 2x E" G AT PANEL SPLICE ALTERNATE AT RIM JOIST SPLICE FEN.) - p 1 ' NAILS SMALL SMALLL B r �4L�T 1 i41� A PAM � XTE R I O -' ST'tE ARWA NOTE (ErL� LL NAILING PER UB:C. 23633. LESS THAN 3/8' N FROM PALL �.,� ' L L NAIL.$ SN�,1,L BE PLACED NO �•� PATS EDGE AND 2 rEt -USER �'i!' Qtth f'�ARAL L E L TO F.J. � AND R PANEL SW - SHEAR WALL SN • 150TT / TOP PLATE NAILING FA • FRAHM A 4CWOR FN - FIELD NAIL / SUPPORT EDGES EN ■ EDGE NAILNG BE + BL OCKED ED GE NAILNG ON • BOu DART HWLNG \' �\t : ROOF PLAP14RAIGH ROOF DL4PHRAIGM '�" L5'm • 5N 46" OTC. 2x BL)CCs ON -n ROOF TR AGES • 24 O.C. ! 1 EN 3r" FN-ON %r CLIP AT EACW Trams OR RAFTER , (LOCATE AT HSIpE OR OtnSIDE OF FILAM. Sw R4 0 10' OTC. 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RE IN. 2x BLK'G OR 2x RIM .JOIST JOIST 1 EA � AB. x f0' -FOR SIZE ALT. CLIP LOCATION FA s. SPACING SEE PLAN (SHEAR NOTES 4 14) BLK'G AS REQ'D -- SILL PLATE BY FLOOR DIAPH. W I % I 21 SILL PLATE • AB W/ PLATE FOR TYPICAL SHEAR WALLS 4 HORIZONTAL 14 — E — -- WASHERS � I .- ,I I l i � I I I D IAP NAILING SEE NOTES �0 • AS IIJ/ PLATE ' GOt4CRETE FOR BLK'G AND WOLDOWNS AND POINT LOADS SEE - ! —I I a Q STEM WALL O O ON 'S' SHEET NOTES FOR FRAMNG , U)NGRETE 2" I 4 Q STEM WALL NOTE (ENJ. ALL NAILING PER ULB.C, 231533. 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