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HomeMy WebLinkAboutPermit D04-305 - PITZER CONSTRUCTION - NEW HOUSEPII1ZER CONSTRUCTION 14247 55 AV S 4 -4-k. 1 90 DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0761000185 Permit Number D04 -305 Address: 14247 55 "S TUKW Issue Date: 09/26/2005 Suite No: Permit Expires On: 03/25/2006 Tenant: Name: PITZER CONSTRUCTION Address: 14247 55 AV S, TUKWILA WA Owner: Name: FERRER FREDDIE N & MARI LOU Phone: Address: PO BOX 69345, SEATTLE WA Contact Person: Name: JOHN TAMBURELLI Phone: 425 228 -5959 x226 Address: 1201 MONSTER RD SW, RENTON WA Contractor: Name: PITZER HOMES INC Phone: 253 - 632 -9159 Address: 46533 84 AV SE, ENUMCLAW WA Contractor License No: PITZEHI978Q4 Expiration Date: 11/24/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2103 SQ FT SINGLE FAMILY RESIDENCE WITH 409 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, SANITARY SIDE SEWER, STORM DRAINAGE, EROSION CONTROL, LAND ALTERING, WATER METER W /SERVICE LINE, SIDEWALK MODIFICATION, AND UNDERGROUNDING OF POWER. Value of Construction: $184,554.41 Fees Collected: $8,231.60 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Number: 0 Start Time: Volumes Cut 250 c.y Start Time: Private: Profit: N Size (Inches): 0 End Time: Fill 50 c.y. End Time: Public: Non- Profit: N doc: IBC - Permit D04 -305 Printed: 09 -26 -2005 Cit y OTukwila � Steven M. Mullet, Maya Department of eontntunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: cOukwila.wa.us Z W' o< � 6D. i U- 00 CO) CO W J = H �w w 9_j LL Q �0 = W Z F- O Z F- w w U� ON .0 F_- w U. Cd CO O Z N ILA, w City 0'. Tukwila ..... . .... o Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 99188 Phone: 206-431-3670 1908 Fax: 206-431-3665 Web site: ci.tukwila.wa. its Water Main Extension: N Private: Water Meter: Y "continued on next page** ( Steven M. Mullet, Mayor Steve Lancaster, Director Public: Z QQ Z1. 5 0 ; NO CO LLJ LU:C CO LL 0 LU J. F- W Z 0 : Z LU Ljj� 5' co 0 W W u. 01 Z' CO Z � ail+• City 0. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci. tukwila. wa. us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D04 -305 09/26/2005 03/25/2006 Permit Center Authorized Signature: Hmin' J'7'It (I2 1 I hereby certify that I have read and�thi s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons u on or the performance of w k. I am authorized to sign and obtain this development permit. Signature: Date: d -' l Print Name: D/4vir_ S 4 �0 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 D04 -305 Printed: 09 -26 -2005 Z i DC W W L UO Co 0 Ui J F.. 0 LL WO U- Q �M = - Z� �- O Z i -- w U O - o�- W W HF �O ..Z w U N H H O Z JY- �V5i�1. {t• City of T Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 0761000185 Permit Number D04 -305 Z w Address: 14247 55"S TUKW Status: ISSUED Suite No: Applied Date: 08/19/2004 J c-) Tenant: PITZER CONSTRUCTION Issue Date: 09/26/2005 v o co W J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** U_ w� 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. J U Center co = w 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit (206/431- 3670). Z H F- O 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w E-- start of any construction. These documents shall be maintained and made available until final inspection approval is g 5 granted. v O� 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall w w bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site z v and available to the building inspector for inspection purposes. L o 6: All construction shall be done in conformance with the approved plans and the requirements of the International Z W to Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. O 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any Z requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D04 -305 Printed: 09 -26 -2005 City f T u o l�wila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of zz Public Health - Seattle and King County (206/296- 4932). H w 16: 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). 0 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 0 co w any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits I presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila CO L O shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building w Official from requiring the correction of errors in the construction documents and other data. UQ 18: ** *PLANNING DIVISION CONDITIONS * ** co a 19: Applicant shall comply with the tree - clearing permit that was issued by the Department of Community Development on UJ Z H February 14, 2005. The tree - clearing permit calls for the planting of 26 trees on the property. The replaced trees must O be planted during the fall to increase the trees chances of survival. w F_ U J 20: Prior to removal of any trees on the site, the applicant will tag those trees that are to be retained. Trees that are v o CO to be retained must have tree protection fences installed along the drip line of the tree. The applicant must call o Brandon Miles at 206 - 431 -3684 to request an inspection to insure that the correct trees have been tagged and that the UJ protection fences are in place. v O 21: Prior to the removal of any trees, the contractor removing the trees must provide a certificate of insurance against z claims and damages involving personal injuries and property in the following amounts: v CO A Bodily injury liabi y ' � ry ty: $1 million per occurence 0 O ~ B) Property damage liability: $1 million per occurence z Additionally, all insurance policies obtained in accordance with these provisions shall name the City of Tukwila as an "additional insured" and shall be written by a company licensed to do business in the State of Washington. 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: The applicant must notify the City Utility Inspector MR GREG VILLANUEVA at (206)433 -0179 or cell (206) 571 -63231 and schedule a pre - construction meeting. Always notify the City Utility Inspector upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 24: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 25: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 26: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 27: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 28: Any material spilled onto any street shall be cleaned up immediately. doc: Conditions D04 -305 Printed: 09 -26 -2005 City o f Tukwi rocs Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 29: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally z 1--: insured). . 30: A bond in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible �w 2 property damages caused by activities. UO N o 31: Coordinate with Public Works Utilities Inspector, for sanitary sewer installation within Public Sewer Easement. Do not w � work beyond West property line, without notifying Public Works Utilities Inspector. F Nw w O 32: Contractor performing work inside the City Right of Way shall have a valid Business License with the City of Tukwila. �5 33: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation U- off -site or into existing drainage facilities. N d 34: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of F - w 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed z O areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this w period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. ? o 35: The site shall have permanent erosion control measures in place as soon as possible after final grading has been U 0— completed and prior to the Final Inspection. = W F— U 36: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. Maximum driveway u_ slope is 15 %. The existing driveway curb cut shall be removed and replaced with sidewalk panels since the proposed neew z driveway is proposed at a different location. w v O 37: Sidewalks and curb ramps shall comply with City standards. z 38: The new water service line between the existing water main on the east side of 55th Ave South and the new water meter shall be turned over to the City along with appropriate turnover documents prior to the Final Inspection. 39: The Land Altering Permit Fee is based upon an estimated 250 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. * *continued on next page ** doc: Conditions D04 -305 Printed: 09 -26 -2005 tJ�,M1�7J1, w 't� r ';s Y City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: D�/U7"' Date: 2� D i 1 . i doc: Conditions D04 -305 Printed: 09 -26 -2005 z �Z W UO. CO O to W W = f- Ww wa U- ?. CY =w z O. Z F- W 5 U� O CO. W W �U u. O .• Z UN b F=-, O Z C it ox 'Tukwila I Stever: M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Dir ector G) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 - 431 -3665 1908 Web site: ci.tuk►vila.wa.us i WATER METER INFORMATION Parcel No.: 0761000185 Permit Number D04 -305 Address: 14247 55 AV S TUKW Issue Date: 09/26/2005 Suite No: Permit Expires On: 03/25/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2103 SQ FT SINGLE FAMILY RESIDENCE WITH 409 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, SANITARY SIDE SEWER, STORM DRAINAGE, EROSION CONTROL, LAND ALTERING, WATER METER W /SERVICE LINE, SIDEWALK MODIFICATION, AND UNDERGROUNDING OF POWER. TOTAL WATER FEES: $2,688.00 doc: PWWATER D04 -305 Printed: 09 -26 -2005 Z W U (00 C0 UJI J H NO w U. 1 0, �w Z F- E- O Z F- W �p O CO). o H- w u. O tti Z U= O Z METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 520405 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490,00 $0.00 $ 0.00 Additional Install Deposit: $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $2,088.00 $0.00 $0.00 TOTAL WATER FEES: $2,688.00 doc: PWWATER D04 -305 Printed: 09 -26 -2005 Z W U (00 C0 UJI J H NO w U. 1 0, �w Z F- E- O Z F- W �p O CO). o H- w u. O tti Z U= O Z Z CITY OF TUKWILA, - ' -,, Community Developmen epartrnent Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 y..LICd; �a� Y a "' ?rcy P.�;! .+' :��rP.�i: r , . 1 W.• . fit; Ft }r 7'•'�ci. l tli' `z:.. 0 •�� syrr C�.,•rE'9L 1. 1` +',tn ;'NFU::: N, �' y h'. in , ;.g k ,,+�;� �irn''•''�1, 6r• a�- ';�°l �: ' � t�', . IS�r • r4 r' V• i � ' ' r � P ' ema .oJ 7'�rti }3 [,[ r 'I,.;,J 1 . it "4i M:V (F� �� F J 1 .. 3111 I k 0 A l v Cy ( fit I ,c t' �, Ir ! , uah'1'iby li er 1 1 1 ! la FI dt ✓ '��•jj et p ;. a a y,�F� bry•A ! ,1 ,1 n •1 'ip s 7' r r $ ct o- 1 Ll 1.� ' ec hazu�a�, ��ISY11tU 4ry�iJ G F f S hF?II '"+ �f' t•q rl :� PM I 1 �• 1 J '" t i At r �"f ,� nap ' Y !. i 4: 4 ;1 F' y 'r'� 4F i i; � dry: f'�� ; f� �!'I y`� I •F .,4rlJ� 1 h i . g f x:.. i `; �:' 1 ublic�Uors Perna# [,r �.. >,, ra. ,,. ! _ J. I ,� ; �, v '!•ti.ji M ° J if al n Tgr � ?'_' ,. '"�}�I� , a` : y' f1�, e �'� _ •!'��'. �! ti:,l 4 ;:� � f ' '. kq F . rY;' r. c � L ,1 r 'C"..,'; ! AF:.�1�� 'S I,gl I�. l � ! i ,c t t �iF• d � �' i d }� �+Ci# lY O ? � L 5 ' u �$IF •�e ' f 1 ' ,. „ti t � F;1 � f i l l f jf y '� h � tt 'i'• 1 4 ,t, . ;•�F.,Jrr.lf,;a :� u„ai'.. 'x ^', �f,L:.J ..M. �y~,ii.' :: 1. ?t •' hI `,`�.!;r. ' t, i l f'• i ' k �:� • - 1'•• 4. ��.rF „� tt�p: ,:r r .;F t+ , u � �.,, '.i Y.m S.. :, '' • ='” �.r +, •,;,., _- " �'OI'.':O .10@r;IISE'�iOS� a ,t. , , 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 ** i( Site Tenant 14u King Co Assessor's Tax No.: 6"7 6 1 -01 Q `�­ 5S''ri -a 1'�tol,tti S� Suite Number: Floor: le• New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: P I T•Z E 1Z . GyYll2 j'l� Mailing Address: 2s4 - t' is A\M, `5iE e N u M c_,_ � A 1"XjZ� City State Zip Name: P F+ i L- 'I r )4 t T za-S Day Telephone: Z-0C. _ Mailing Address: 23 12 G S v ? Z 1 4 4;� i )4,R,G VA&,L by , �'yA °sEep 3 r City state Zip E -Mail Address: 0 �Jt✓ - Cal') Fax Number: &!Q0- _. � �� .C :. � a r .. � j � � . , .; ... .. .a!L; rA ..; {';4;�f�f•u� � � gl., ., �. •�,;�.� -.H HERS 'TA °TO t .: 6 R`i, NF+O TA( �1T; .(M cban>,ba�iContract t�mformat�onron a :.4'' a• F y +<,,•.. ,IQ;• Ur;t :•:.., tl t; . ". , • 5 -'+ti !' ..F:k• `t�x'i. = �. ,i, tlst; ,1 .! "r 4rt,• ., �'r�, _.I, T {n , ,G' ,. a +: . i t d9 ,'.i(s h-r ,.' is -__. tlr`rla -ate .a Pd .� .!., ,. .` :_�• . , 'j. ,r. �„�• ;` , +b.... ,. ._ r.:,,:...,, �.,__ u.., �._ r•.;.,_ �'..,.: r:•:;_:, a �- ,:-= a_�_:!:_.�.;_:;�_ ?._r+... -: [�: �:�n:..�:r t:4.,_, +1,. t _ •i ?;' Company Name: r i TZ . rt- -- - - - aen. I ki c Mailing Address: 46 4 a y rz 64- 1•-t Ak/ S tv! LNQ tyu,. %✓ ` N-iA ID cuo� Z _ City state Zip Contact Person: J I h P i r7_ _`1L Day Telephone: 42f2_3 1: '. E -Mail Address: Fax Number: szon. _ Contractor Registration Number Expiration Date: A * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** L' °. •.,: �VV, - :•.'vr.. •. 1: .. j�mus. C.. cr,.. A.-:, -L- ri_rh- ui+mLire.- nw:r:a'•,,ii 3� = ".� �•,5 , �. ,; ui ,;<ic� ` "�; '. ':. '.,;�i;' 1, ;•A't : °1. }.4, : � .., .I +a '1 ': �RCIiIT CT�;OTZE. °;ORD = °All:a tans,must b 'wetsfam ed;b air`ch;itect:`oiRecord,`'' ' "Q . .F.�,. ?5•`i..`,.tirr.�,;•t'.[.,,. °�:,'ir,t.'n': •.1. t...: .. .. ar .. s. Sri Sr -. �:. .. .t ,. r,...L. +.... ... Lr� 'r r... ,P ."11 .,,.�.'J.rt.. ,-1.� r.,I•r pI. ti`•_ I;. i` Company Name: At~� t Lt�S u►.1 t_tt� �'CtJ Mailing Address: 1 t T 1 k&7 j �'�l' / °�• `3 Cil1 City State Zip Contact Person: V S 1? �tJ Day Telephone: 7 `5 E -Mail Address: Fax Number: L% '� 2• 4 5 : ... � .:. , ;i r f �• E a:•RI= Ji7[' „ti A .rw t r ': - �.a:'p • .. 4, T " ' i , =a' En neer f o Rord ; i R�. ��i1l�sat�nu$t be met sta'mp,'edtiy i Q '��a•,�''�4;: {�bkk';i �; ._ , :ri: ,_: i ,lt1,, J.Oc..w'.•1�,! 1°L -''; . I ' J.: ••'��if'`:�y ..,.a'rFU4 +;4rr:1�,F.11 Nr^;`'•r.r �'!; r,•_; I�h "i •, It_ �,:.• ... t " +•;� ?fi :: yi.:..,.: r, 7 1 .f t�, s13; " #'.r. "fh:.l. , ,x -,I r..a ,�. ! r .,- Ily'tr :Y,:� � H ; ,Fr, ' ,I '. F: .:� [ kF.. ._r•. .. zi. - fi�..:... >. ,'j ?.'r f °,r.. :J F �r)n',. 'f •f ' • 1 . t.... �. t: �,,- r- 1,:'1 ri Company Name: `t�iL� tCr tJ t,t n.� �, t IL► �'C (-t0 Mailing Address: 1 °� 6 i 3 15) i j T AN/ E. '5 F 'D i C 3 Z City State Zip Contact Person: Day Telephone: 0 2. 2S f. 6 E -Mail Address: Fax Number: '2 f :k - L -; , 2_ ?, 64 --) \permits pluslice changeslpermit application (7 -2004) Page 1 ! �t.: u.:.:.:.+.:e:}:.;:.1:.irri..:�. '" t isr<: da: CJ�: L'+' L. �c1•: r4r.; G: cer ;�:wo:..Lex'r.:ia,+4.i, - :s.,�- iKGtiuC,LiC4tw••• .. y�i lYuii+i::.�.er`aa.:,<;rie.:Gty' Z � Z �W aa D JU U U O co W W t- �W w J W? co) a = W H Z f_ E_ O w F- W U ON 0 t_ W -' W LL Z CO) O� Z Scope of Work (please provide detailed information):- IJG—W S l I,,4A_G - Fr-Ah I L� IZ.-s 1 1J>D\/- , V `4� 1 N„jt�l ts` 4 (•.A�rb U'TtL t T t --� �y..t /�- t�1�.s t X11;- A A A7P_ 1\Pd%- J Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: r Lot Area (sq ft): n 1 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: �- Compact: Handicap: If "yes ", explain: L6T t S z ~ w u� D . JU UO ND CO LU J (1)W WO LL Q CO D Z �W Z z0 25 U ON 0 l— WW H� tL O z CO z It Valuation of Project (contractor's bid price): $ 200 c 00 Existing Building Valuation: $ Will there be a change in use? 14 .... Yes []..No Existing Interior Remodel . Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2 Floor 3 r Floor Floors thru • � -1 O 3 Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: r Lot Area (sq ft): n 1 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: �- Compact: Handicap: If "yes ", explain: L6T t S z ~ w u� D . JU UO ND CO LU J (1)W WO LL Q CO D Z �W Z z0 25 U ON 0 l— WW H� tL O z CO z It Valuation of Project (contractor's bid price): $ 200 c 00 Existing Building Valuation: $ Will there be a change in use? 14 .... Yes []..No :,, f �;':�x : ' ••� :..: :' "` ■ ;rM:!k;.. �d�` T + " .; '.t 3� •r�li'�r•; `� ::v91'i�l� I, �y M ,,. _.'.I F ,:, I�,Y4'��! +��; '+� +: :,:li �y�. -�y y, f td r`•' R.1 11� � _ - V Ii•JY4k9Y,,r.. ?;� ,..V�'7 - 'Tet,lr �i +�,,a:'x`",.yycc --�u!r�;:a 1 ^'�' n}�tr.:���1 6 ", {.,�'•. •,t� +!' *.1' t .!?,r',yL'W!h,l. fd ..,r., ..y ,'ii`tl'IIL- �; „ � t i. , i,41 • •F,; fir !: +,..,�,v,, d tH`., r: X�” G I . y: F f, 5 . urI Wk'G,s rFIi1.'k�J' . pp . � _ •,u.7�' .: �� � r �M.. :.. Y•+, y , li_y r.:I:,v� -• �fi �, 4i, p ..i�.}�,y:J{�y �•; , 5 ��.�•�..,� .. ,hll..!.1,•t'k .. k'. f, ...!�i�.1.E'�:X .a.,l.:. h5.d.., a � r�k 711.. ._,�'k:al�?�_'n. v:.. N .I.. .._. t..._,,..4� J•:.t.�1 �_4 .* :', t b pill �uTdrT .,�r.a,nm,�l�, Scope of Work (please provide detailed intormation): A 1a1 Lw S 'Lk -KvQ rr-Ar► t LY AbS t M e Af \%d � l�1 aq>r.�►" ;bFL ar—A' , i&Y Fb?L un L- i T 1 X1.1 rc�ti bC S DL�G.K S i6(1.1� j� 7 yt,,,f�� % or Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin 0 and estimate sheet. Water District ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ..Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Subfnitted with ADDlication (mark boxes which a `o ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond o0o ❑ .. Insurance ❑ .. Easement(s) ( (Lo4! v1 Proaos'ed Acti)ities (ma kboxes that aaaly): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance / ' :..Construction/Excavation/Fill - Right -of -way V Non Right -of -way 2 50 ,..Total Cut 1ABr1 5 cubic yards .Total Fill V� cubic yards O ,...Sanitary Side Sewer ❑ ...Cap or Remove Utilities Frontage Improvements ..Traffic Control ❑ : ..Backflow Prevention - Fire Protection _ Irrigation Domestic Water 4 . Geotechnical Report ❑ ... Traffic Impact Analysis ❑ .. Maintenance Agreement(s) .Hold Harmless ( 04- V/ 14cl) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance �❑.,�` Work in Flood Zone >"J •. Storm Drainage ❑ .. Abandon Septic Tank ❑ . Curb Cut Pavement Cut ❑ :. Looped Fire Line ..Permanent Water Meter Size... it WO# Z o 05 ❑ ...Temporary Water Meter Size.. is WO# ❑ ...Water Only Meter Size............ is WO# ❑ ... Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............Public Private ❑...Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ VUti lity Channelization rench Excavation Undergrounding FINANCE INFORMATION Fire Line Si r at Prnnerty Line Number of Public Fire Hvdrant(s) Z '~ W t ¢¢ Y 2 WD . 0 N N W J Cl) U_ WO U. Q ND = 1.. W Z H W� W U ON o�- WW 1 U_ W Z U= ~O H Z Company Name: .r Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): `itu F1F%,r`( AO^JJZ:� iNj - . - 1 k- J Use: Residential: New ..., Commercial: ; New .... v Replacement..... ❑ Replacement..... ❑ w ..a Fuel Twe Gas .... Other. •, , t, I t Indicate type of mechanical work being installed and the quantity below: I.1 Unit Type: Qty Unit Type: Qty Unit type; Qty Boiler /Com ressor• Qty Furnace<100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 B 1 CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /l,000 to Single Duct l 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 <10,000 CFM f, , quipiAept, c• ti _! J ::. .. .. , .. : .: ._�� � +5_� F: i'.'t 2•' ..j i ,';' a ' 4 , ...: .. fi : t : PERI�IIT:iP'G"TIOT NOTE ° ='A" hcable,to a1L' :erriits.in }alz�s_;a pp : ':�•,j. .. -,:• ? -.. ,....:.a., �; •r `r! - : ' "•T._ . . t:�•"�'t �.,:.. ,:.:�F•'._ , wPE:— '��•: t•._:;�'r ��::r. °r.ra �r :: - i','.' d .•.y .: {.: fr F •i>E "x: t :�'. 4:'E': ,:,�..P4, �.'S!�t:,t .•.Ri _ { 6�. P; i F:!?�.I� ,rlr ..:.���L'�• r1 '}F{•i. .:r � "✓'T'�• :y {'VC:•.:T. .. t, .. ���:.;t }, : ..b. h +r ,. '::�7. ,, • t :.tS. : i ; : k . y.d::(g. F"$e��.:c z':!�` t 1 " y i �i. �;P . 4: .�y �� •. E, •:.• •t s..:. i .:::.�: ,: ..: 3 _. �:: .:: :, c .:..:.,t -:: i .tK' -� .{ .. ,.:, t: _._1. _.. t:L'. -I.._.c •d �': f' .•!.. h.. y. 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 140 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No appl'icat'ion shall be more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATTON AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O OR A ZED A E Signature. Date: 0• 1 - 0 4 - Print Name: r' 141 t 1 1' uy JT!)Z Set Day Telephone: 20C. '' - � • 7 414 V Mailing Address: f' 4e VflLL t LL to 1:)EU3P� City state Zip Date Application Accepted: Date Application Expires: Staff Initials: 1permiu ptuslice chanscslpermit application (7 -2004) Page 4 Z ~ w D JU UO CO CO U_ WO �a = �W Z H w� �5 U� ON 0H W LL� W Z W U= O Z MECHANICAL CONTRACTOR INFORMATION r BULLETIN A2 .--, TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees u . )TZeVz " PERMIT. #� 17 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. 2. APPLICATION BASE FEE Enter total construction cost for each improvement category: General Erosion prevention _ 2/ .t �. -Wat&rI - b Sewer 2, 5i7 n Storm water 1 rGhb 4 .�� - Road /Parking /Access A.' S Total ir`hproveinents L-) o_ fa- . 3. Calculate' improvement =based fees: B. 2.5° /gof-first $100,000 of A. , 52- � _ C. 2.0 %'of amount over $100,000, �'rIbvtless than $200,000 of A. IC D. 1:5% 'of amount over $200,000 of A. -� 4. ~ TOTAL'PLAN REVIEW FEE (B +C +D) $ 2 (4) 5. GRADING Plari Review and Permit Fees $ (5) Enter total excavation volume 7�,� cubic yards Enter total fill volume 50 cubic yards Use the following n table fil l ) von estimate the grading application fee. Use the greater the QUANTITY IN CUBIC YARDS RATE �S( Up to 50 CY Free 51-100 $23.50 cr 101-1,000 $37.00 1,001-10,000 $49.25 T 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. 4 TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ 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 shat l 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 1 $ 250(1) 1 1 4 1' z i� `~ w UQ w= - U. w U_Q Co D = i . w z E- w� W U� co o�_ w F_ LL O LLI z CO) O F- z 5 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes. from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 5 1-100 $37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or 5 -2. 2 % fraction thereof. 1,001 - 10,000 $194.50 for 1st 1000 CY 0 -1 plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 15t 100,000 CY plus $36.50_ for each additional 10,000 or fraction thereof. i I Approved 09.25.02 2 i Revised 03.18.03 w Revised 05. 13.03 � w BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICAT PW may adiust estimated fees �� e e 6. Permit Issuance /inspection Fee (B +C +D) (6) * z WV ) , - - 7. Pavement Mitigation Fee $ q The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15 -10 75% $7.50 �:.. 10 -7 5.0% -' `� ' .15.00 $3.30 5 -2. 2 % $2.50 2=1'' 1 $1.00 0 -1 $0.00 Zak �-7sa r / bo 2 . 2Z(.,4 ;4 r•� 8. GRADING Permit Review Fee z ;- z Q W Q U W V . UO w= S2 LL w 0 U_ � �w z H O W U� LLj O N o �- wW LL O. z •• w 0 O~ z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE r PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees IN TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) r B. Flood Control Zone ($50) C. Water Meter - Permanent* �bbao D. Water Meter- Water only* E. Water Meter -Temporary* .t. * Refer to the Water.Meter Fees in Bulletin Al UCH aO_. Total A through E $ (9) 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 $_��� 2222. Total through G $ / (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE I 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. - o� 9 /I�/p Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 Z J-Z JU 00 N CO) CO LL W o. LLQ co D = �w Z� �_o w ~ w U� CO o� w u. O LLi Z CO P z �g 1908 Cit y of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0761000185 Permit Number: D04 -305 Address: 14247 55 AV S TUKW Status: ISSUED Suite No: Applied Date: 08/19/2004 Applicant: PITZER CONSTRUCTION Issue Date: 09/26/2005 Receipt No.: R06 -00375 Initials: 7EM User ID: 1165 Payment Amount: 14.00 Payment Date: 03/21/200611:26 AM Balance: $0.00 Payee: JESSE M. PITZER TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 646 14.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PHOTOCOPIES /DUP SERVICES 000/341.690 14.00 Total: 14.00 j 3792 03/22 9 716 TOTAL. 14.00 i ! doc: Receipt Printed: 03 -21 -2006 9 Z W W� UO (I)o J H NU. W� 9 E LL a cn = = i~ _ H- O Z H LLI �p O� 0 1-- ` W W s tL. O .. Z W U =; Z 1NY µ City of Tukwila Igoe 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT Z. �w 2 Parcel No.: 0761000185 Permit Number D04 -305 � Address: 14247 55 AV S TUKW Status: APPROVED Cl) o Suite No: Applied Date: 08/19/2004 w w Applicant: PITZER CONSTRUCTION Issue Date: N LL W 00 } J Receipt No.: ROS -01422 Payment Amount: 5 LL j � Initials: JEM Payment Date: 09/26/2005 09:50 AM w User ID: 1165 Balance: $0.00 z F- 0 Z f- UJ5 Payee: PITLER HOMES, INC. co 0 � f- ul W TRANSACTION LIST: 3: L? Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2081 5,897.72 U N E- _ i 0 ~: ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING RES 000/322.100 1,184.22 CASCADE WATER ALLIANCE 401/386.550 2,222.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW PAVEMENT MITIGATION 000/344.101 990.00 PW PERMIT /INSPECTION FEE 000/342.400 525.00 PW PLAN REVIEW 000/345.830 300.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 5,897.72 E 7556 091261 4 716 TOTAL 6073-28 doc: Receipt Printed: 09 -26 -2005 �g City of Tukwila 1906 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670 fiy - Parcel No.: 0761000185 Address: Suite No: Applicant: PITZER CONSTRUCTION - BLDG 1 Receipt No.: R04 -01110 Initials: SKS User ID: 1165 RECEIPT Permit Number D04 -305 Status: PENDING Applied Date: 08/19/2004 Issue Date: Payment Amount: 2,333.88 Payment Date: 08/19/2004 03:18 PM Balance: $1,485.72 Payee: PITZER HOMES INC I TRANSACTION LIST: Type Method Description Amount i ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1001 2,333.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts i ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 637.66 PLAN CHECK - RES 000/345.830 1,184.22 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 225.00 Total: 2,333.88 A V T09 } 0 8 X10 �� ; 6 TOTAL 2370-27 doc: Receipt Printed: 08 -19 -2004 z Z UJ JU U O cn u-.. W O 1Q Nd =w H O z F 5 U� O N ,D H WW F- . tl. O L11 Z U= z � }�`� tF tC t INSPECTION RECORD` Retain a copy with permit y 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Ins 9 ection: Address: N&7 55 Date Called: /D/ & Speci�al Date Wanted: / a.m. O ,)61 p.m. Requester: . Phone No: M Approved per applicable codes. Corrections required prior to approval: I i Hi f Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinsoection. Inspector: /+ / Date: I 1U /� _ /, n���Mi r•, is �� )�.' �i' �1 'i.:. Y. .. .. i .. i h, i• Z W' c UO (1) J � N IL WO U. N� �. W Z� l— O W H W U� 0 WW H� u. O. W Z U= O Z kt tif' at ''b��ih�.srt,��'K,4aitw.3, �1 � r' INSPECTION RECORD 2Z Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION �� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f ,. i Inspector - Date: ir $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. P Type of Ins ection Address: Date Called: Silecidl Instructions: Date Wanted: a.m. Requeste . Phone No: 1 S q Approved per applicable codes. Li Correc ions requir prior ao pj roval. n Receipt No.: Date: Z W 0 N 1 C0 W W = t•- S2 U - W O WQ S �W Z F- H O W U� LLJ ON o I— WW W Z llJ CO) H O F=- Z INSPECTION RECORD Retain a copy with permit 1-- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro? p *ect: H Type ofIns o t' . . , r I kICLIC Address: 19'A 5-5 Date Caned: Special Instructions: Date Wanted e6 X'-) p.m. Requeste Phone No: Approved per applicable codes. Corrections required prior to approval. A 30 , LA -P COMMENTS: Z4;-1 4 2— OX6 JL 11 4d F 1 1 1 L2-1e 6 11 OL �Z A.0 t'jcnt. Lk cab r- Inspector: ate: F-1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspectlon� Receipt No.: {Date: L F, - d I Z Z LU 2 65, i (L) 0 0 Cl) 0 CO) LU WX J I.- C0 LL 0 U- 00 LLI l'- 0 z 1-- W LLJ 5 CO 0— a I.- W W X LL LLi z C0 O X , 0 1-- Z INSPECTION RECORD Retain a copy with permit r rr' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 I?rojec : _r Type of Inspection: --�" �v Ad rs . 1= G �. Date Called: Special: Instructions: Date Wanted: a.m. le 2 - Z A) 6? P.M. Requester: Phone No: 11 Approved per applicable codes. Corrections required prior to approval. f COMMENTS: U � nn � ti 1, Kt � ��-f �►,� {L d w I -mil v �V . hA r ,UU`' ' / C ytlalt $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = I" ~ W Q � Q c JV UO CO) LU U J I._..: CO) LL w O. 2� U . N� z WO �j U� ON OH wW H H LL O. W U= Z Proj Z& Type of Inspection: 6VO4 a Address: Z N ISpecial , 4v Date Called: _ 0/ 2( 0� Instructions: Date Wanted: a.m. p.m. Requester* \ j Phone — No: COMMENTS: P.MmA I � WMI.P- IWA MAFVAM-J� 1111112,1ill 111�'K ra m , WA ff. ON M�M .0 Z 00 U CO) w W CO) LL 0 L CO) = d F- LLI 0 Z F– W LLI 25 CO), .0— (31-- W W 7: (). F- F- 0 Z LLI U) X Z � "�!i�+*'A'YFW +'Fn+u mfr r, w+ d �2i :nt' +7-4 ws�.ri+n<ecv� .•-„ t s ...t � c :_ .. , }' t - ?-h� '�1'+•YRR- �= '2'f�1Ctiry11r7 9��'+ :!'x^n^.""Y�1�rm!^' io •,. -• ^ — `i } Y _ .. INSPECTION RECORD a , Retain a copy with' permit INSPECTION N PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter,Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: Type of Inspection: Add s : L ? Date Called! - Special Instructions: Date Wanted: D a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. �( If _ ! 1' i VJ J A I V A l WA Receipt No.: at u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. { ( J J Z �W QQ� Wes• U (/) J = C W W O 9 L L cl) =C1 �W ZF- H O W F- W U� ON OH W W H H LL Iii U= O F- Z a,. r• �•. ^P ^PSA� et f� 'MtTN \47 LJ�t�?'�tY'J«_i PAJi�. 4t'� n '• ` S �^R,.'S....:.;.Y�i: .'.. � , ., { =ijk j_ro+.nc� ,S i '�.= .;�- •s�`�„ a- '... x ...� r.` �,xa;_„F,.,*e,7.,.1 7 ' INSP CTION RE ORD f aeiain a copy with permit ,INSPECT 101 N0. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: _ a.m. .m Requester: Phone No: .;, Approved per applicable codes. Corrections required prior to approval. H u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Z I F- .F,,, W UO C0 J N LL w O LL = �W Z F—. ZO W Uj U N 0 F— W UJ LL W • • Z. ~_ O Z COMM ENTS: WWI 1 /ii / t`/ H u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Z I F- .F,,, W UO C0 J N LL w O LL = �W Z F—. ZO W Uj U N 0 F— W UJ LL W • • Z. ~_ O Z 7 77 - 77 , INSPECTION. RECORD Retain a copy with permi N INSPECTION NO. PERMIT NO. CITY.OF TUKWILA BUILDING DIV 10 10 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Prolprt Type of Inspection: A Address: /�Y2 7 "ago -5 Date I W.: " Special Instructions: Date Wanted: a.m. 7- p = -ffil Requester: Phone No: 5 3 W A I pproved " per applicable codes. Corrections required prior to approval 'COMMENTS: /CIA (1,6r-) 16 I #pe Date* C r J nspec r'* $ 8.00 REIINSPECTIO 01 NI�E REQUIRE9 to inspection, fee must be te I aid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z JU 00 ND C0 LLJ W 3: J �_ Cl) LL 0 U. Cl) Ir W ~ L 5 La C.) C0 0— 0 F_ W W , X 1-- LL —0 z CO) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEMIO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431'' -36 0 Proj ee!t� Type of Inspection: Address: _ _ 11-1-2 S/ 7 Date Called: Special Instructions: Date Wanted, // a.m. Requester: Phone No: a Approved per applicable codes. Corrections required prior to approval. !� COMMENTS: P'A'D � -�.r' ✓v'� �- �''�j��' �t,�► �t --r�- v�•-� �.� � t��/•� � /,mss s �� .�,.✓..�. -• nsp c r: Date 2_S - _T7 2. $58.00 REINSPECTION E REQUIRE . Prior to inspection, fee must be -! paid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Q S W . �QQ � JU 00, Cf) 0 Co LLJ J = 9LL WO 9-1 LL Cf) = I- W Z 3: �O W H W U� ON IO H W W H Ly LL O ill Z co O Z w'« ... -� . _, y- '" .'?Ti " rJx ..s.iF"....�- 'S�a..:y',:�.E - M •�a�r're xnn INSPECTION RECORD �a ��� j Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3C�7 Proje N usw. Type of In ection: V7 Address: / yZq 7 575 Oil 5 Date Called; Special Instructions: Date Wanted: d — g — . p.m. Requester: Phone No: as - a }� Approved per applicable codes. Corrections required prior to approval. COMMENTS: q inspe uate: —Z� - 8.00 REINSPECTION EE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: __j Date: z W� U U) J = C0 L ; 0 �Q T W z� �—O WH W U� ON 0H W W W Z lit U= O� z INSPECTION RECORD 4-:2 Retain a copy with permit INSPECTION NO. PE:RWMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36( Project• /* ? eO l 40X6 7��- Type of In t _ /'/� Address: 1y2 , v 7 5 Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: ��.�9i.�:t4 :w i��. :L 4_ _.iiet. °: ;i !, }. � .7,,.?'i `.!`'�i?•. ;�.» ,4 , e .:tjky; zin z Z Zi U 0 &) 0 W W LL WO 2 � UQ 3: UJ WO LU C0 U .0— 0 F_ W W 7: u. 0 z 5 CO) M : z 15?[Approved per applicable codes. Corrections required prior to approval. 777- IN SPECTION RECORD Retain a copy with permlt,6 el� 5 INSPEMON NO. PERMITM. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-367P Pr?JgFt: Type of Inspection: e /'? Address: Date Called: V A Z Instructions: pe ial Date Wanted: p.m. Requester: Phone No: J p -5-3 Receipt : I Date: JJOIU OL VJUV JUUUH-C11M1 UkVU., JUILC IUV. %-Ott LU 3CU1cuum IC11131jut-LIVII .z IH Z W U 0 0. CO a C') WL W U- W 0 2� 9-j LL Q T a M W WO LLJ U 5 YJ O F- W LLJ Z Z.) CO H Z 0 Z t idis�i$ r.. .o °�4I1``:."Yv�i;s¢.:cr��...,,, ar;rXs"r^.4!i:�a•e- r- s�r� --.r, wxcr•r- hr *csr- r -r. s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT - CITY OF TUKWILA BUILDING DIVISION 4 0q • 1 6 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Pr ' ct:_ S . Type of Inspection: Gv q // :5 - A fhiN Add!yss: /�a� Date Called: Special Instructions: Date Wanted: a.m: �, p.m. Requester: Phone No: pp :5�2 U Approved per applicable codes J 3 Z . = Z J V UO 0)93 co Ill J = H N O W� Q �J LL 520 �W 2 H O W ~ W �p O N. OH W F- �O iii Z U= O F- Z n Corrections required prior to approval. T. INSPECTION RECORD V y Retain a copy with permit INSPECrON NO. P T N Q. N 6)431 -36 V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ; AO 4 Project* Type of Inspection: Address: 2 1 7' Y / z -/ ; 5" Date Called: Special Instructions: Date Wanted* a. Requester: Phone No: C- 1Z.2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i. Receipt No.: Date: is Z W 0 0 U) U) LLJ -J LOLL W O 2 � 9 5 LL U) CY LU 3: P it 0 LLI Uj 5 ON LU UJ L) L F- —0 tlA Z 0 Z Lj $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal.l to secheclute reinspection. INSPECTION RECORD Retain a copy with permit *P INSPEC N N0. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 67 Project Type of In pection: A Address: I sp ate Caile r ----� ria Instruc ion : Date Wanted a.m. Requester: Phone No: Receipt No.: Date: I Z H i� W I � JU • U O Co 0 co LU J � N W WO a � a LL Q CO = F. W ' Z fH W O G 5 U� ON 0 I— W W H L O 111 Z co O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. p�- 1R••y.�.115„r'. ...MMi. .. .. .. . . � _ .. .. 4!z. i. ' _ F rC�C�. INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION 6300-Southcenter Blvd., *100, Tukwila, WA 98188 (206 -367 Project Type of Inspection: Address: Date Called: LS �T A Special Tnhstrucflons: Date Wante a. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: JF Inspector Date $58.00 REINSPECTION E REQUIRED. EQUIRID. Prior to inspection, fee must be [ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection Rece,ot No.: Date: 71. Z UJI 0: N 0 CO) ILLI UJI C0 LL W O LL CO) d. LU X. 0 W e � - UJI LLj 5 C0 0— �13 H- UJI u j LL 0 z CO) Z I i ` INSPECTION RECORD s , Retain a copy with permit INSPECTION NO. PER ! CITY OF TUKWILA BUILDING DIVISION 3 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -361 Proj ` p Type of In Address: L(2Ll - 7 S 19 Date Called: Special Instructions: Date Waned: > a.m. Requester: Phone No: R Approved per applicable codes. Corrections required prior to approval. i Z JU UO CO) W= J CO) LL WO WQ _ d F" W ? F I— O Z f- W �p U O N OH =U LL 0 CO llJ P _ O Z INSPECTION RECORD Retain a copy with permit Nil INSPECTION NO. PE T CI TY OF TUKWILA BUILDING DIVISION'; 15300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3R�7 P 10 1 P Type of lnspe!Ptfon:. Address: I Ll Lq 7 5:5 00u Date Called: Special Instructions: Date W nted: p.m. Requester: Phone No: � : Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date: //—, I REINSPECTION FE J REQUIRED. Prldr to inspection, fee must be El fiVa 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt N - o.: Date: z J— Z W 00 Co a CO) :r W W J I.- S2 LL Uj O. 2 � 9:3 co W 0 W �-: ILLI LL I 5 C.) C0 0— a �- W 3: LL 0 ill z CO) C.) 0 z '"jf+i��fi <1 dg + �trt{.i y wwt fit. �.. xR�4af33: j s ., 1 z INSPECTION RECORD Retain a copy with perm ' INSPECTION NO. PERMI , 4A' CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pr�c Type of In�peytj 6 f ! rj Address: lq2 l 0 U r Date Called: Special Instructions: Date Wane : --- - P.M'. Requester: Phone No: inspection, fee must be to sechedule reinspection. Approved per applicable codes. `Corrections required prior to approval. 1; COMMENTS: W C��,� -'��' �.`� -pus �rcr -� r�t� eY7� / 1 _ IoI • f a r �Y Cs f� Z H i� W JU UO W =. N LL W O LL Q Z �. �W Z� Z� W W . U� O CO) Q F- =U LL O. 111 Z N U P Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 f Project: Type of Ins Approved per applicable codes. Corrections required prior to approval. COMMENTS: Address: /'Y a -// 7 o Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ✓^ Receipt No.; Date: � Date: , r FEE REQUIRED. P,i r to inspection, fee must be �Z J71-658.00 REIN paid at 6300 Z �Z c W 4 C W = ' UO CO a W UJI CO u- WO �Q N ::) _CY Z H W 0 �5 U O - ❑ h- WW H C.) LO Z U =. Z . >i j 1 INSPECTION RECORD * �O. Retain a copy wish permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L V' r 2 Project: Type of Inspecti_ n: Address: . / /-/,Z Z/ 7 55 4 u Date Called: Special Instructions: Date Wanted: cm,, P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: l r4jd7 4 i/ r= lDu/Z,_ -" o f yl/A i XP / hd 7% -/-a 19 Q 1,4 Ile 461d?e 14 y i z 6, -� X �•. � p J /o�e' JR4v - i+ 1 1 P E "J " / / / 7 'f h' Receipt No.: Date: Inspe or: Date: /46.00 REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1 i i i z QQ S t•- iH W a � C W V ' UO CO co W J H C0 u_ WD 9 - LLQ U� _ F- W Z H F- 0 W LLJ �p Cl) OH W F- ��� — Z LLI U =. O F " z INSPECTION RECORD L Retain a copy with permit .4- INSPECTION NO. PERMI H CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 *3 Project: Type of I pection: Address: Date ailed: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. � 1 1 1 _ Inspector: Date: : 2 U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call io sechedule reinspection. Receipt No.: Date: z Z UQ CO) J F- CO) W S W O Q G Q LL CJ) CY = W WO U LU Cl ON ❑ H W LL O W z U= P f z z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER O E? CITY OF TUKWILA BUILDING DIVISION k, 6300 Southcenter Blvd., #100, Tukwila, WA 98'188 (206)431 -367 v Approved per applicable codes. ; } t t'. ry, �rl . r Receipt No.: ':�hb;4a�gii,�rr,�ti�.;• .y�+:.�:s;;'i_ ".;i.: »Yriyi+.i.::..�.iy:C:.�t. •;•, °', Proj ct: 7 �7-2 C���St• Type of Inspection: S' A dress ' / 7 5 � ,4 J -5 Date Called: Special Instructions:. Date Wante // a.m. — 01. 0 V Requester: Phone No: Z i� W JU UO w= J N U 0 U. U :3 =a F . W Z = F- t— O W ~ W U� O N � H WW H� U.Z fill U N O Z Corrections required prior to approval. INSPECTION RECORD F. DO`r 6 Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr N /7ze 61t1S7/ ?. Type of Ins ection: �rA�'GCI�}� Addr ss: '```� y �7. � f v Date Called: Special Instructions: Date Wanted: ii a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 1 Z ` W I C JU UO Cj) co LLJ J �L WO 9-1 LL N = W H _. Z l'— O W ~ W U� ON O I— .W W I• LL H —Z Ill O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEalON NO. MPERT CITY OF TUKWILA BUILDING DIVISION'. j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 7Fct: '7 ('Q A T f I ti (V" 9/ Address: / V.-2 -/ 7 5'3 Date Called: Special Instructions: Date Wan d: a. 1p. !� — 6 — Requester: Phone No: FI Approved per applicable codes. r7l Le\ J Corrections required prior to approval. COMMENTS: 4 - ; e & 2 I Kecelpt No.; T ial e; ... ....... z ILI IX 00 CO) 0, cf) LU W:c J I.- CO) LL WO LL N::) Cy LU Z I,— Or W ~ LU 5 0 LU LU 7: LL Z CO) X, z �� �S��dI.Y' �1 ^.�a�S!��S`;�Y'.is�+`i,,�,;srti ♦ a{ y � �.i its m 7 �r Retain a f] ' t Cl) LL t :F k} x i � I *Y C a i t WE TA r )-I `,•� Inspector: ` / � Date: -`/ :., sc Receipt No.. Date: t ��:`r:...wud�• . r::.•,.; c"< fi. �ra4:•: w�, h., 4�Si '`i'S. ' „�r�''.}'�n " � *'_7 ___' - * � I __ — - -_ . � INS, III Approved per applicable codes. ��. INSPECTION RECORD �0��_3 v � c opy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Type of Inspection: Addr ss: Date Called: Special Instructions: Date Wanted: a. M p.m. Requester: Phone No: • e $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Corrections required prior to approval. Z Z N N W Y. C UO 0 W= w 0 CO) �w Z . zO W W U� O � 0H WW HL) W Z tll Cl) z 1 }���ia��4�gis ° { �{J�C'�y° 1. �, ti 4 k � r ✓, y �N. .••7 y n.r y :c :i t: + �` INSPECTION RECORD Retain a copy with permit INSPECTION NO. P O. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I pectio Ad ss: Date Called: SpL Ins ructions: Date Wanted: rn. Requester: Phone No: F Approved per. applicable codes Receipt No.: Date: is Fi Corrections required prior to approval. Z H ' W JV 0 0 ca 13 . W� WL W O LL co = �W Z H E- O Z H W UJ 5. U� O N o I— WW H U- 0 Z U =, OF Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: n 2 Type of Inspection: Address: .I t Date Called: VOL Special Instructions: Date Wanted: �1 a.m. c71'o P.M. Requester: MA LLArLo1z Phone o: D Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: To J Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiol Receipt No.: Date: Z � Z d�d W. JU UO N J � CO U WO LLQ LD _CY H =. Z� !— O Z H LU W �p co U 0 I W UJ H W Z liJ U= 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 Proj' �2 � Type of Inspection: S C Address: w � Date Called: f V(-) Special Instr ctions: Date Wanted: 11,151 a.m. P .M. Reque teb I/ / Phone No: El Corrections required prior to approval. El Approved per applicable codes. SSS / ♦ . r .I , R, IRA I L.. /. P-2 Emu $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 �Z W Q� W � . U U) 0 J H DW WO U. _ fY �.. W Z H H O W ~ W U� CO 0 H WW LL —0 Z CO) 81-- z 7 ' 7 7 7 7�: T INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project• Type of Inspection: , 7 Address* Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: ZIA Phone No: D Approved per applicable codes. El Corrections required prior to approval W44fp I COMMENTS: WIT wifflo MA Inspector: Date: r c ze ) 6 1 I Receipt No.: I Date: I F� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Ai 7, Z W C.)0 (.0 0 (1) Ill W J LL 0 LL Q. to ILLI 0 W ~ �- UJI LLJ 5 C0 0 F- W LL O. iii Z co Px b F- z INSPECTION RECORD Retain a copy with permit Q�✓ 3�s i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ri Corrections required prior to approval. 5 �} Proj t* r Type of Inspection: Addrp�s� J / , �f Date Called: �! l b Special Instructions: Date Wanted: j' i a.m. p.m. Requester: M6M / A Phone N -. Wlj L _ 2 Inspector: j Date: ( J O ;47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must t )aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio Receipt No.: Date: Z iH- W UO 0 W CO U. WO U. = C% � Z� �o W W U O N 0 Ir- W H� U. O W 0 O Z - '7,7 - T - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: I P, lz con-s Type of Inspection: 5 Address: . y 5�� 14ve S Date Called: 01//7/00 Special Instructions: Date Wanted: -m Ca _ -1.1 / P Requester Phone N6: FlC6rrdctio U , prior to approval. M Approved per applicable codes. ns req i f. a � V Ii Ij I Inspector: K Ad I Date: 1 I 6 � I ;58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be mid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i I Receipt No.: D ate: I Z Z JU W U 0 U) 0 CO LLI LLJ -J CO U. W LL CY Z Ir— 0 W �— LLl Uj 5 CO .0— I.— LLI H L 5 LL z CO) O ~ Z I-A� 1,�.r {+���i"�!x., <'��" r! fi tta'lc s i r •y 3' c a t.;, . �, w ' �r INSPECTION RECORD' ; Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t I f� Project: Type of Inspecti n: Addres : Date Called: Special Instructions: Date wanted: Requester: Phone o: � 2 Q36 Receipt No.: Date: Z �~ W Q � S JU U O Wx LD W O LL ?. ca a _. Z� H O W ~ W f U� O �. � H W H 6. u. O 111 Z U =: O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7 INSPECTION RECORD t Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 M -,` I. . Proje - : Type of Inspectio A d d res s: 6� Date Called: Special Instructions: ,{ f Date Wanted: .�^ a.rnJ '_2 � _ Requester : / Ph e No: Approved per applicable codes. El Corrections required prior to approval. 9 COMMENTS: �. - A/ r t )r to inspection, fee must be Call to sechedule reinspection. z H. W' f � JU U to Cl co W J = RU- WO u_ Cj)d H W. z = I!— WO W L) WW W Z' l!! U Cr) H H O z 7 ^', - -•..+.— ,- ....-• u�•-[..+- i.+.+- , ..- T.- .+c.-- r-- 't'..'"- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE UITIO CITY OF TUKWILA BUILDING DIVISION ! ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l Pro j c�: Type of Inspection: Address: VSpcial Date C Iled / Instructions: Date Wanted: a.m. Requester: N Phon ; ; 55 - ) i Corrections required prior to approval. Z ~ W C o ! � JU UO O W CA L WO L? W = W H Z� I- O W �5 U� O N OH WW �U O .. Z co O Z V Approved per applicable codes. Dordal & Associates Engineering 702 Broadway, Suite 103 Tacoma, WA 98402 253 -222 -1026 i 253 - 572 -5456 E June 30, 2006 City of Tukwilsi 6200 Southcenter Blvd. Tukwila, WA: 98188 -2544 Re: 14247 55" Ave S. Tukwila, WA_ Plan 2103 S /A/20 - Doq - -�o5 To Whom It May Concern: The 2' plywood strip was applied first at the birdblocking. The joint between the 2' plywood strip and the 4' full plywood sheet will be connected using two Simpson LTP4 clips between the trusses. This remedy will be adequate for any load transfer in the plywood sheathing. Cordially, z Z o 2 J V U O moo. CO W J = H N U. W O 9 - La cl) =W z F-- O z E- w LU �o U O N o E- wW L z w CO bF- z W OTI Vl ... rD � O dq t1� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 January 5, 2006 City of Tukwila 6300 Southcenter Blvd. Ste #100 Tukwila, WA 98188 Regarding Residence at: 14247 55" Ave S Tukwila, WA 98188 P,ef i1 #DE 4-40 - To the Person Concerned; Regarding the above referenced project, please note the following. RECEIVED JAN 1 AS AR -r- The structurally relevant condition for concrete retaining walls supporting wood framed pony walls is the unbalanced soil height between inside and outside of the wall, not the height of the foundation wall itself. For the present project, the following construction is suggested for retaining walls with unbalanced soil height exceeding 4 feet. 1) Provide 2 x 4 braces at 32" o.c. for pony walls between 4 ft. and 6 ft. high. 2) For pony walls 6 ft. to 8 ft. in height, provide 2 x 6 braces at 32" o.c. 3) For pony walls over 8 ft. high, provide 2 x 6 braces at 24" o.c. In all cases, provide blocking between joists for the brace connection where joists are parallel with the pony wall. Where joists are perpendicular to the pony wall, connect the brace to a single joist. All nailing of connections shall be in accordance with the King County standard pony wall bracing details transmitted herewith. The retaining walls at the back and sides of the garage shall be constructed in accordance with Section "A ", transmitted herewith. Also provided is a revised partial foundation plan showing footing plan changes and section cut locations of Section A. The recommendations above are approved as providing the necessary structural integrity for the residence. _ &-A Aft Sincerely, Emerson R. Denney, PE WA Lic #9788 r� .1 1 -.6--40 M z w _5 UO N CO LU J S2 IL WO UQ CO D = �W z� ZO LLI5 U� ON o F- WW LL O .. z W CO O z 'ry.. ''1 G;:..:.n..+r..f.M....«.• 3 >:a+.<vs„�s.i�,u' «; . .. «+ u.h; �.L ,:Ym.rt,n:.:� %.�ala�'2'.:w„'w �S'i. 4:Y.j5. _ ri :017. 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Plione Si Fax (253) 939-1373 " k1 7' wilcy, WA Permit *004---30!5 r Bars El-r76ed-c Pe m Ca r,-? e 51a6 .4 llo'uaa 6/e Bd yc (n/ S -ress o 1, 4 �a rs fc 2500 psC.; 0 -7ry Force. e- pee bar c? 76 1150 of 4c7r b p ay sL4^e ss <<4 ffo �St 4 7 Z Z W JU 00 cl) w W LL, w0 2�L 95 LL < D w 0 z �- W LLI 2 fy D 0 0 co �O W w L ) U. . . z LLJ cl): O • DI;NNEY ENGINEERING, INC DAT E _L D PAG / ° 1 38809 191" Ave SE eside v7G,e r�, Auburn, WA 98092 Phone & Fax (253) 939 -1373 l � 55M Avg. ,,SO. Tu kwila, WA Fer m l't - 004 -305 i *4 DOWELS 24" 12 �► Lo @ ll' 0 10 O. c. ' 2IIG'LR. 8 F 11 pOWPELS - rO MA - SIDE SPACING { 8 11 ¢ t+ � 2 ! 7 u S n 4 r f 1 SECT' ON It=//-Oil z �Z �w 2: �D O O LU r` Cf) LL W O La cf) =w z� ZO 2f Do w LL ~O. z' LLI 'O ~ z CORNERSTONEGEOTECHNI Geotechnical Engineering Report Ferrer Property Tukwila, Washington For Gough Development, Inc. fj copy PAGE 02 REVIEWED FOR :ODE COMPLIANCE ®0oQnlign SEP 2 0 2005 A. afts �- i Of - Tukwila GILDING DIVISION CITY OF TUKKWILA Nov 2 3 2004 PERMIT CENTER INCOMPLETE LTR #— r z Z: z UO W= J � � wo J LL Q. N D ' = Z 00. U 0; w w: -o w z �_ o� z 0,7/30/2004 10:35 4258441987 CORNERSTONEGEOTECHNI Cor ner�szone 17625 -130 Ave. NE, C102, Woodinville, WA 98072 Phone: 425.8441977 GB incp Fax; 42M "1987 June 23, 2004 Gough Development, Inc. c/o Davis Consulting, Inc. 27013 Pacific Highway South, PMB #353 Des Moines, WA 98198 Geotechnical Engineering Report Ferrer Properly Tukwila, Washington CG File No. 1676 Dear Mr. Davis: PAGE 03 INTRODUCTION This report presents the results of our geotecbnical engineering investigation at the proposed residential project in Tukwila, Washington. The site is located on the 14300 block of 55 Avenue South, as shown on the Vicinity Map in Figure 1, I You have requested that we complete this report to evaluate subsurface conditions and provide recommendations for site development. PROJECT DESCRIPTION The rectangular- shaped parcel is 0.21 acres in size. We understand that the current plan is to construct a single - family residence toward the front (east) side of the site. We have not been provided with a grading plan, but understand that site grading will include manor cuts and fills. i SCOPE The purpose of this study is to explore and characterize the subsurface conditions and present recommendations for site development. Specifically, our scope of services as outlined in our Services i Agreement, dated June 3, 2004, includes the following: Z Z' �. u� =Y .J U UO NO wi` J F- Lo LL. W O, LL Q = cy �_ Z E-- �O Z f-. U� O CO o F- w o ui Z U= O F.. Z 07/30/2004 10:35 4258441987 Geotechnical Engineering Report Ferrer Property line 23, 2004 CG File No. 1676 Page 2 CORNERSTONEGEOTECHNI 1. Review available geologic maps of the site. 2. Explore the subsurface conditions at the site with backhoe- excavated test pits. 3. Provide recommendations for building foundations. 4. Provide recommendations for site preparation and grading. 5. Provide general recommendations for site drainage. 6. Prepare a written report to document our conclusion and recommendations. SITE CONDITIONS Surface Conditions PAGE 04 The project site is 0.21 acres in size and has maximum dimensions of approximately 123 feet in the east - west direction and 74 feet in the north -south direction. The site is bordered by 55`h Avenue South to the east, the alignment for 5e Place South to the west, and existing residential properties to the south and north. A rough sketch of the project site is shown on the Site Plan in Figure 2. The site lies along a moderately- grading (20 -30 0 /6) slope with a western aspect, with an approximate elevation drop of 30 feet from the east to west property lines. The site is currently overgrown with grasses, brush, blackberries, and small - to medium -sized trees. A chain link fence lies along the eastern border. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 10,000 to 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. The site is shown on the Preliminary Geologic Map of Seattle and Vicinity, Washington by Howard H. Waldron, Bruce A. Liesch, Donal R. Mullineaux, and Dwight R. Crandell (USGS, 1962). The map indicates that the site soils are Vashon till (Qt) and younger gravel (Qyg), with lacustrine sediments (Qsc) mapped nearby. Our site explorations encountered recessional outwash, which correlates with the Cornerstone Geotechnical, Inc. Z H w JD UO U) Cl W= J T LL w O 9-J U. CJ) = �w Z E- O Z �- W w D� O N_ H wW U .Z W co ~O H- Z 07/30/2004 10:35 4258441987 Geotcchnical Engineering Report Ferrer Property June 23, 2004 CO File No. 1676 Page 3 CORNERSTONEGEOTECHNI PAGE 05 Younger gravel described by the previous snapping. Recessional outwash consists of sand and gravel deposited by glacial meltwater streams during glacial retreat. Explorations Subsurface conditions were explored at the site on June 10, 2004, by excavating two test pits with a backhoe. The test pits were excavated to depths of 8.0 to 9.5 feet below the ground surface. The explorations were located in the field by a geologist from this firm who also examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. The soils were visually classified in general accordance witb the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figure 4. Subsurface Conditions A brief description of the conditions encountered in our explorations is included below. For a more detailed description of the soils encountered, review the test pit logs in Figure 4. Our explorations typically encountered a surficial layer of topsoil that averaged 1 ;foot in thickness. The topsoil consisted of loose, dark brown silty sand with roots and organics. Underlying the topsoil, a weathered soil horizon, approximately 2.5 feet in thiclaiess, was encountered in Test Pit I. The weathered horizon consisted of red brown, loose to medium dense, silty sand with gravel and roots. Below the topsoil, or weathered horizon, both test pits encountered generally medium dense to dense sand with varying amounts of silt end gravel. The soil color was predominantly gray to gray brown, with rust f ' mottling at depth. Both test pits were completed in gravelly fine to coarse sand with trace silt. We have i interpreted this soil to be recessional outwash. Hvdrolatric Canditianc Z tom (Y. U. JU UO (/) CO) z' J H S2 U- w LL CO) = uJ ? f- ZO 2: U� 0 N OH wW u. O Z N xs O F- Z 07/30/2004 10:35 4258441987 Geotechnieal Engineering Report Ferrer Property June 23, 2004 CG Pile No. 1676 Page 4 CORNERSTONEGEOTECHNI PAGE 06 perched ground water vary depending upon the time of year and the upslope recharge conditions. Although wet conditions can exist due to perched ground water, flow volumes are expected to be low. W JU GEOLOGIC HAZARDS N o Landslide Hazards co w J � The subject site is underlain by medium dense to dense sand and gravel at shallow depths. These soils to U . w O have high shear strength and high resistance against slope failures. In addition, the neighboring residences � 9 _J J have been in place for many years, indicating that no significant slope movement has occurred for some d time. i Z l t Erosion, Hazard H O. w W The erosion hazard" criteria used for determination of affected areas include soil type, slope gradient, v o vegetation cover, and ground water conditions. The erosion potential is related to vegetative cover and 0— the specific surface soil types (group classification), which are related to the underlying geologic units. = v Over the majority of the site we consider the erosion hazard to be slight with vegetative cover in place " O and moderate when str of ve vegetation. Best management practice Nes) and applicable codes i l g Pr w U) v — should be followed during site grading to limit potential for erosion. We do not expect this site will p H require unusual or extreme erosion management methods. Z Liquefaction Hazard The Puget Sound region is classified as Seismic Zone 3 by the Uniform Building Code (UBC). Hazards associated with seismicity include liquefaction. The type of soil most susceptible to liquefaction during an earthquake is a saturated, loose, fine- to medium- grained sand deposit. A, loose, saturated sand deposit, when subjected to vibration, tends to compact and decrease in volume. The site subsurface soil is dense gravelly sand, which is not prone to liquefaction. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site is compatible with the planned development. The underlying medium dense to dense soils are capable of supporting the planned residential structure. We recommend that the foundation for the structure extend through any topsoil, loose, or disturbed soils, and bear on the Cornerstone Geotechnical, Inc. 07/30/2604 10:35 4258441987 CORNERSTONEGEOTECHNI PAGE 07 Geoteftical Engineering Report Fever Property June 23, 2004 CG File No. 1676 Page 5 underlying medium dense or better, native soils, or on structural fill extending to these soils. Based on z our site explorations, we anticipate these soils will generally be encountered at typical footing depths. w The weathered surficial soils likely to be exposed during construction are moisture sensitive and will JU 0 0 disturb easily wben wet or during wet conditions. We recommend that construction take place during the Cl) drier summer months, if possible. If construction takes place during the wet season, additional expenses J N LL and delays should be expected due to the wet conditions. Additional expenses could include additional w O depth of site stripping, export of on -site soil, the import of clean granular soil for fill, and the need to 9 place a blanket of rock spalls in the access roads and paved areas prior to placing structural fill. N d = w ' z Site Preparations and Grading F- Z O The first step of site preparation should be to strip the vegetation, fill, topsoil, or loose soils to expose UJ UJ medium dense to very dense native soils in pavement and building areas. This material should be v removed from the site, or stockpiled for later use as landscaping fill. The resulting subgrade should be ON 0 F- compacted to a firm, non - yielding condition. Areas observed to pump or weave should be repaired prior W H v ~O to placing hard surfaces. u. z w U� The surficial silty soil likely to be exposed during construction is considered moisture sensitive, and the ~O r=- surface will disturb easily when wet. We expect these soils would be difficult, if not impossible, to Z compact to structural fill specifications in wet weather. We recommend that earthwork be conducted during the drier months. Additional expenses of wet weather or winter construction could include extra excavation and use of imported fill or rock spalls. During wet weather, alternative site preparation methods may be necessary. These methods may include utilizing a smooth - bucket traekhoe to complete site stripping and diverting construction traffic around prepared subgrades. Disturbance to the prepared subgrade may be minimized by placing a blanket of rock spalls or imported sand and gravel in traffic and roadway areas. Cutoff drains or ditches can also be helpful in reducing grading costs during the wet season. These methods can be evaluated at the time of constriction. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field- Cornerstone Geofechnical, Inc, 07/30/2004 10:35 4258441987 Geotechnical Engineering Report Ferrer Property June 23, 2004 CG File No. 1676 Page 6 CORNERSTONEGEOTECHNI PAGE 08 monitoring procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Materials: Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches_ Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3/4 -inch sieve. The on -site soils should be suitable for use as structural fill, but their use will be dependent on moisture content control. Some drying of the native soils may be necessary in order to achieve compaction. During warm, sunny days this could be accomplished by spreading the material in thin lifts and compacting. Some aeration and /or addition of moisture may also be necessary. We expect that compaction of the native soils to structural fill specifications would be difficult, if not impossible, during wet weather. Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas, and within a depth of 2 feet below pavement and sidewalk subgrade, should be compacted to at least 95 Percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the A.STM D 1557 compaction test procedure. Fill more than 2 feet beneath sidewalks and pavement subgrades should be compacted to at least 90 percent of the maximum dry density. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a eompactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Temporary and Permanent Slopes Temporaty cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or ground water. It is exceedingly difficult under these variable conditions to estimate a stable temporary cut slope geometry. T tereforc, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the Cornerstone Geotechnieal, Inc. Z - w I W W V . UO CO W J U) L W O u.Q CO) D = a �w z F- O Z F- LLI5 U O - o t- wW L O LLi Z U= ~O f— Z 07/30/2004 10:35 4258441987 CORNERSTONEGEOTECHNI Geotechnical )Engineering Report Ferret Property June 23, 2004 CG File No. 1676 Page 7 PAGE 09 nature and condition of the cut slopes, and able to monitor the subsurface materials and ground water conditions encountered. We anticipate temporary cuts for installation of the foundation and utilities. For planning purposes, we recommend that temporary cuts in the near - surface weathered soils be no greater than I Horizontal to 1 Vertical OR'. IV). Cuts in the dense to very dense soils may stand at a 0.75H: IV inclination or possibly steeper, If ground water seepage is encountered, we would expect that flatter inclinations would be necessary. We recommend that cut slopes be protected from erosion. Measures taken may include covering out slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 .feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHA/OSHA standards. Final slope inclinations for structural fill and the cuts in the native soils should be no steeper than 2H:1 V. Lightly compacted fulls or common fills should be no steeper than 3H:IV. Common fills are defined as full material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established. Foundations i Conventional shallow spread foundations should be founded on undisturbed, medium dense to very dense, native soils, or be supported on structural fill extending to those soils. If the soil at the planned bottom of footing elevation is not medium dense to very dense, it should be overexcavated to expose suitable bearing soil, and the excavation should be filled with structural fill, or the footing may be overpoured with extra concrete. i Footings should Wend at least 18 inches below the lowest adjacent finished ground surface for frost protection and bearing capacity considerations. Minimum foundation widths of 16 and 24 inches should be used for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. COM92r..a_ Z ,X w JU U O No J = CO) LL W LL CO) =d �W Z = f- ZO w W U O N. WW H H LO .. Z w CO ~ O Z 07/30/2004 10:35 4258441987 Geotebbnical Engineering Report Ferrer Property June 23, 2004 CG File No. 1676 Page 8 CORNERSTONEGEOTECHNI PAGE 10 For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. Uniform Building Code (UBC) guidelines should be followed when considering short -term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1- inch total and 'h -inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for wider footings. These higher values can be determined after a review of a specific design. Lateral loads can be resisted by friction between the foundation and subgrade soil, and by passive soil resistance acting on the below -grade portion of the foundation. For the latter, the foundation must be Poured "neat" against undisturbed soil or backfilled with clean, free draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We recommend that an equivalent fluid density of 220 pounds per cubic foot (pef) be used to calculate the allowable lateral passive resistance for the case of a level ground surface adjacent to the footing. An allowable coefficient of friction between footings and soil of 0.45 may be used, and should be applied to the vertical dead load only. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of safety. Slabs - On -Grade Slab -on -grade areas should be prepared as recommended in the Site Preparation and Grading subsection. Slabs should be supported on medium dense to very dense native soils, or on structural fill extending to these soils. Where moisture control is a concern, we recommend that slabs be underlain by 6 inches of free- draining, coarse sand or pea gravel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the capillary break. Drainage We recommend that runoff' from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. Final site grades should allow for drainage away from any buildings. We suggest that the finished ground surface be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the buildings. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. z �w JU UO CI) CI �w w 0 LLQ CO) = a �w z P �_0 z i_ W w 5 C) ON O F- ww u. O w z CO O z 07/30/2004 10:35 4258441987 Geotechnical Engineering Report Ferrer Property June 23, 2004 CG File No, 1676 Page 9 CORNERSTONEGEOTECHNI PAGE 11 Footing drains should be used around all of the structures where moisture control is important. The surficial silty soils will pond water that may accumulate in the cmwlspace. It is good practice to use footing drains installed at least 1 foot below planned finished floor slab or crawlspace elevation to provide drainage for the crawlspace. At a minimum, the crawlspace should be sloped to drain to an outlet tied to the drainage system. Where used, footing drains should consist of 4- inch - diameter, perforated PVC pipe that is surrounded by free- draining material, such as pea gravel. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. Crawlspaccs should be sloped to drain, and a positive connection should be made into the foundation drainage system. For slabs -on- grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. MONITORING We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design cbanges, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. USE OF THIS REPORT We have prepared this report for Gough Development, and its agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. The scope Of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. C10r17A2V. z 4 z� '~ w W. W ' JU U 0 N O CO 111 J = H CO U. w 0 tQ N D = �. w z �0 z�- W w U 0- wW F- - �O w z U= O z 07/30/2004 10:35 4258441987 CORNERSTONEGEOTECHNI PAGE 12 Geotichnical Engineering Report Ferrer Property June 23, 2004 CG File No. 1676 Page 10 Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Jeff Laub Project Geologist Rick B. Powell, PE Principal OL:LA:JPL:RBP:nt Three Copies Submitted Four Figures F�3A/ Cornerstone G eote chnlCal. Inn iH W Q � U O J � 0 u. w O 9 -0 LL Q CO) D = w z� z0 w 2 o U O� WW O ui Z Z 071 10:35 4258441987 CORNERSTONEGEOTECHNI PAGE 13 Vicinity Map v Vff'"ar5tp/1e Pnone (425) 844 -1977 Ferrer Property Geotechnical, Inc. Fax: (425) 8441987 1762- 5 -130(h Ave NE, G702 • File Number FiAUIe Woodinville, WA . 98072 9 676 L"�•!YT4� r' f?�rk.....' m,. ...."'I`,� K�l'�'5'.`Ka + r - ". �erxnry�x._,:." "�. ":.'.�.1..'�::�.._.......... »_t= e., , nMn:. ��:. e++ w� ;�S�Yy��:t ..fi!��. z �W �U UO N CO w W = H N LL WO UQ ND = �. W Z I- O z I- W� U� ON o E- WW tL O z W CO O z a 07/3012004 10:35 4258441987 i 55 Ave S CORNERSTONECEOTECHNI Site P PAGE 14 Ian TP -1 TP -Z LEGEND , TP -1 alignment of 54 ' Place S Number and Approximate Z �W 6 J U. (.) W= JF N LL; W O J U. d = W. � Z F— W 2 p. ON �H W uJ H F O Z. U =: Z i 07/30/2004 10:35 Unified Sol ass ca on yS em 4258441987 CORNERSTONEGEOTECHNI PAGE 15 MAJOR DIVISIONS GROUP SYMBOL. GROUP NAME GRAVEL CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE - GRAINED MORE THAN 50% OF GP POORLY - GRADED GRAVEL COARSE FRACTION GRAVEL GM SILTY GRAVEL SOILS RETAINED ON NO, 4 SIEVE WITH FINES GC CLAYEY GRAVEL MORE THAN 5096 RETAINED ON number 200 SIEVE SAND CLEAN SAND ,SW WELL - GRADED SAND, FINE TO COARSE SAND Sp POORLY - GRADED SAND MORE THAN 50% OF SAND COARSE FRACTION PASSES NO. 4SIEVE WITH FINES SM SILTY SAND SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE - GRAINED LIQUID LIMIT CL CLAY LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT, ORGANIC CLAY MORETHAN 50% PASSES NO 200 SIEVE SILTAND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT LIQUID LIMIT CH CLAY OF HIGH PLASTICITY, FAT CLAY 50% OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL, MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. z �~ W a � Wes• UO UD J � NU- WO La U� = �W Z H ZO 25 U a ON oI.- W HL) U- --z W U= O z j 07/30/2004 10:35 4258441987 PORNERSTONEGEOTECHNI PAGE 16 LOG OF EXPLORATION DEPTH USC SOIL DESCRIPTION TEST PIT ONE 0.0-1.0 SM DARK BROWN SILTY SAND WITH ORGANICS AND ROOTS (LOOSE, MOIST) (TOPSOIL) 1,0 -3.5 SM RED -BROWN SILTY SAND WITH GRAVEL AND ROOTS (LOOSE TO MEDIUM DENSE, MOIST) (WEATHERED OUTWASH) 3,5 -4.5 SP -SM GRAY -BROWN FINE TO MEDIUM SAND WITH SILT AND GRAVEL, (MEDIUM DENSE, MOIST) 4.5-9.5 SW RUST - STAINED GRAY GRAVELLY FINE TO COARSE SAND WITH TRACE SILT I (DENSE, MOIST) (RECESSIONAL OUTWASH) SAMPLE WAS COLLECTED AT 7.5 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT OBSERVED TEST PIT WAS COMPLETED AT 9,5 FEET ON 8/10/04 TEST PR TWO 0.0-1.0 SM DARK BROWN SILTY SAND WITH ORGANICS AND ROOTS (LOOSE, MOIST) (TOPSOIL) 1.0 -d,0 SW RUST - STAINED BROWN -GRAY GRAVELLY FINE TO COARSE SAND WITH TRACE SILT (MEDIUM DENSE, MOIST) 4.0 - 8.0 SW RUST-STAINED GRAY GRAVELLY FINE TO COARSE SAND WITH TRACE SILT (DENSE, MOIST TO WET) (RECESSIONAL OUTWASH) SAMPLE WAS COLLECTED AT 7,0 FEET GROUND WATER SEEPAGE WAS ENCOUNTERED AT 7,5 F EET TEST PIT CAVING WAS NOT OBSERVED TEST PIT WAS COMPLETED AT 8.0 FEET ON 6110 /04 Z D � JU UO to cl) III J = F- NW WO �Ei u. Q c� UJ = a Z I.. F- O. Z H: W a tn : WW H u- O W Z UN S Z Cornerstone I& Geotechnical, Inc. May 12, 2005 f m WY CODE COMPLIANCE Gough Development, Inc. c/o Mr. John Tamburelli Davis Real Estate Group 1201 Monster Road SW, Suite #320 Renton, WA 98055 Limited Drainage Evaluation Ferrer Property Tukwila, Washington CG File No. 1676 M Dear Mr. Tamburelli: 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425.844.1977 Fax: 425.844.1 ,aonornroq) SEP 2 0 2005 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK VILA MAY 2 0 2005 PERMIT CENTER This letter presents the results of our plan review of the proposed storm water dispersal system for the proposed residence located in the 14300 block of 55` Avenue South in Tukwila, Washington. We have previously prepared a Geotechnical Engineering Report for the site dated June 23, 2004. For our use in preparing this letter, we have been provided with a copy of a site plan, prepared by Offe Engineers and dated November 15, 2004, showing the planned location of the storm water dispersion trench. We have also been provided with a memorandum from the City of Tukwila, dated February 7, 2005, that requests a review of the planned dispersion trench as it relates to the recommendations outlined in our previous geotechnical report. On Page 8 of our previous report, we stated: "Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. " Our subsurface explorations at the site encountered gravelly sand with trace silt. We understand that this project has been designed to comply with the 1998 King County Storm Water Design Manual. The relevant sections of this manual for your project include Appendix C (Small Site Drainage Requirements) and Chapter 5 (Flow Control Design). Downspout dispersion systems can include splash blocks or dispersion trenches. Splash blocks on the uphill side of the residence could influence building drainage. Therefore, the dispersion trench is considered the best option. The provided plan shows drain lines and catch basins leading from the rooftop and driveway to 26 feet of dispersion trench. Our rough estimate of total impervious surface is about 1,800 square feet. Our calculation of the PO4.505 CORRECTION LTR # I z W 00 CO 13 CO W J � �U- w J sea =w Z �.. Zp UJ W D O- o E- wW lL 0 z U CO z required trench length (10 feet of trench per 700 square feet of impervious surface) indicates that the proposed trench length should be sufficient for the project. Based on our review of our previous report and the provided plan, it is our opinion that the proposed dispersion trench represents a suitable storm drain system, as recommended in our report. We recommend that footing drains be installed at the planned residence. The dispersion system will be on the downslope side of the planned residence, and footing drains are not likely to intercept a large amount of water. They are, however, considered practical for moisture control. In our opinion, the footing drain discharge could be simply sloped to daylight out to the ground surface downslope of the dispersion trench. Footing drains should not be connected to downspout pipes. We appreciate the opportunity to be of service to you. If there are any questions concerning this letter or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. PO . AS 30530 EXPIRES 08 /16kx Rick B. Powell, PE President JPL:RBP:nt Three Copies Submitted Cornerstone Geotechnical, Inc. Z Z. �2 u� D J U' UO �_ U. W O �M U- Q 0a V_ z� �O UJ z �- w U� O o � w U O tU Z' N 0 z Y Limited Drainage Evaluation Ferrer Property Tukwila, Washington May 12, 2005 CG File No. 1676 Page 2 required trench length (10 feet of trench per 700 square feet of impervious surface) indicates that the proposed trench length should be sufficient for the project. Based on our review of our previous report and the provided plan, it is our opinion that the proposed dispersion trench represents a suitable storm drain system, as recommended in our report. We recommend that footing drains be installed at the planned residence. The dispersion system will be on the downslope side of the planned residence, and footing drains are not likely to intercept a large amount of water. They are, however, considered practical for moisture control. In our opinion, the footing drain discharge could be simply sloped to daylight out to the ground surface downslope of the dispersion trench. Footing drains should not be connected to downspout pipes. We appreciate the opportunity to be of service to you. If there are any questions concerning this letter or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. PO . AS 30530 EXPIRES 08 /16kx Rick B. Powell, PE President JPL:RBP:nt Three Copies Submitted Cornerstone Geotechnical, Inc. Z Z. �2 u� D J U' UO �_ U. W O �M U- Q 0a V_ z� �O UJ z �- w U� O o � w U O tU Z' N 0 z SEP -10 -2004 09:35 FROM: { r =; TO:2538960821 P.001/003 CWA CONSULTANTS STRU CTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N,E, 20th Street, Sammamish, WA 48074 (425) 836-2833 FAX: (425) 836-3707 E -Mail: chuck,cwa*vetf=net Lateral Toad Analysis for: Design Unlimited Fib 6 *1 Plan 2103S/A/2 King County, WA Per 2003 IBS' ruing ,.0lat v 4.0 Seismic Design Categoxy Site Class SDs IR Exposure Wind Speed Snow Load D D 0.847 6.5 (OSB) 4BI 85 mph (3 sec) 25 psf September 10, 2004 A Ece e m CITY OF TUKWILA N 0 V 2 3 2004 P ERMIT CENTER REVIEWED FOR CODE COMPLIANCE SEP 2 0 2005 CRY 0f Tukwila 1UILt)ING DIVISION This lateral has been pexsonally reviewed by me and it is dull compliance with the 2003 Intcrn.adon Code. INCOMPLETE LTR #�_ J. wlCt OY wnsf,, `f9 35473 . i f �sS 1 0N,''1L 9li�o 61 zz ;«- W � JU UO W= (D U_ w 9_j U? cl) = w F- _ Zo �5 U� o - .o �_ W w. o z i� U= 0 En Ol 1 Y 3 � I it i f •.��1 _ 1 ..... U i ................. 1 e 89 -10 -2984 2L63SA2 5 40.0 C 35.0 ' ..f........... i ....... i ............. 1 i malls C 7116" Wood Structural panel w/ iod Box ECr III S ecies ]= Holddowns: C Simpson Strong -Tie Holdown] E Gr III ecies Struts : C Simpson Cnno Sib ] *-Exceeds Maximum table -value --i O N N W m tD Q� m m N t-� I - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ LW 4 ° w p � ? 1P: o En Ol 1 Y 3 � I it i f •.��1 _ 1 ..... U i ................. 1 e 89 -10 -2984 2L63SA2 5 40.0 C 35.0 ' ..f........... i ....... i ............. 1 i malls C 7116" Wood Structural panel w/ iod Box ECr III S ecies ]= Holddowns: C Simpson Strong -Tie Holdown] E Gr III ecies Struts : C Simpson Cnno Sib ] *-Exceeds Maximum table -value --i O N N W m tD Q� m m N t-� I - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ 89 -10 -2004 2103SA2 1 Storg 1 4 Y 4Q.0 n 1 ' A — 1 �. C $5.0 .-- --- -.....- �.. 1f ._...NJ . .... ........... "- - - - - -- Walls E 7/16" Hood Structuval Panel wf iod Box 1Gr III Spp ecies 1= Holddowns: E Simpson Strong -Tie Holdown] E Gr III S ecies Struts [ Simpson Cnnctr 3 -- Exceeds r�axiMUre table value - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN s THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ to 0 N w m m m N t.. m m w m w � 9OP tp 4, 89 -10 -2004 2103SA2 1 Storg 1 4 Y 4Q.0 n 1 ' A — 1 �. C $5.0 .-- --- -.....- �.. 1f ._...NJ . .... ........... "- - - - - -- Walls E 7/16" Hood Structuval Panel wf iod Box 1Gr III Spp ecies 1= Holddowns: E Simpson Strong -Tie Holdown] E Gr III S ecies Struts [ Simpson Cnnctr 3 -- Exceeds r�axiMUre table value - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN s THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ to 0 N w m m m N t.. m m w m w � [ Shear Wall Schedule ] [Gr III Species ] — [ 7/16" Wood Structural Panel w/ lod Box] walls between 0.35 by 1/2 (use 2X). for shear walls Z ;H Z �W QQ D JU UO NO CO Ui J � CO LL WO L L U� = �W Z H 1- O Z 1- W U� O CO oF- WW H H �O .Z W CO O F- z Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in cc) (in cc) (in cc) (in cc) (Klf) 1 7/16" OSB(1) lod @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1 2 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1 3 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w /12 -8d 0.45 1,3,5 4 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 1,3,5 5 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 1 -6 6 7/16" OSB(2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1 -6 7 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -6 walls between 0.35 by 1/2 (use 2X). for shear walls Z ;H Z �W QQ D JU UO NO CO Ui J � CO LL WO L L U� = �W Z H 1- O Z 1- W U� O CO oF- WW H H �O .Z W CO O F- z _[ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown] [ Simpson 2004 Catalog ] SM 1 STHD8 ! 2 STHD10 F� `a 3 STHD14 4 PHD6 5 PHD8 i, 6 HDQ8 7 HD10A 8 HD14A 9 HD15 Foundation Level Studl Fastnerl Anchorll Cap Type to Stud Bolt Kips Detail Number (2) 2x (24) 16d - -- 2.37 (2) 2x (28) 16d - -- 2.99 (2) 2x (38) 16d - -- 4.43 (2)2x (18)SDS3 7/8 5.86 (2)2x (24)SDS3 7/8 "0 6.73 4x (20) SDS3 7/8 8.33 4x (4)7/8 7/8 9.54 4x (4) 1 0 1 0 11.08 6x (5) 1" 0 1 -1/4 "0 15.30 [ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown ] [ Simpson 2003 Catalog ] Other Levels HD I Type I Stud l Fastener l Tie ll Cap ll Detail # Type to Stud Rod Kips Number 1 CS18 (36 ") 2x (18) 10d - -- 1.27 2 (2) CS20 (36") (2) 2x (18) 8d ea - -- 2.01 3 (2) CS18 (36") (2) 2x (18) 10d ea - -- 2.54 4 (2) CS16 (48 ") (2) 2x (28) 8d ea - -- 3.30 5 MST72 3x (56)16d ea - -- 5.80 6 2)MST48 (2)3x (42)16d ea - -- 7.63 7 2)MST60 (2)3x (46)16d ea - -- 8.92 8 2)MST72 (2) 3x (56) 16d ea - -- 11.60 9 HD15 6x (5) 1 5/4 15.30 r _n I L nv.i.uuvrvii ivvt.ca GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- ##2 or better 6x ( 140mm x ) --- ##1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHDBRJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Z z �w QQ JU U CO O W= H VLL w O 9-1 LL Q' co) = LU Z H F- O Z r_ W U� .O co OH wW LL O tll Z CO) P _ O F- Z [ Drag Strut Schedule ] [Gr. [ Simpson Cnnctr ] Simpson 1996 Catalog ] L L.L GL%j 0 t, .L U U 1V V 1. C S 1 GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. I /II Species] DS # Conn Type Drag Strut Fastner to Cnnctr Thru Rod Cap Kips Note No. A 24" -CS16 DBL TOP PL (22) -10d -- 1.65 1 B (2)24" -CS16 DBL TOP PL (22) -10d ea -- 3.30 1 C (3)24 " -CS16 4x 6 (22) -10d ea -- 4.95 1 D 155 "- CMST14 4x 6 (88) -10d -- 6.79 1 E 202 "- CMST12 4x 6 (118) -10d -- 9.64 1 F ( 2) -HD14A 4x 6 ea W- ) - 1 « 11.08 2 G (2) -HD15 6x10 ea (5)- 1" q6 1 -1/4 "0 15.30 2 H (4) -HD10A 6x10 ea W-7/8 7/8 "0 19.80 2 I (4) -HD15 6x10 ea (5)- 1" 0 1 -1/4 " 0 30.61 2 f`- Z �}= Z � QQ 2 JU 0 W w J :r U- w� a9' -. U. < �D x d. w z x ►- O Z �- U� O co off w U_ _ Z, LLi U U): H- 3: O Z r C . Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:05:54 File: 2103SA2 Date : 09 -10 -2004 Page: 1 ,`. SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis hjY? Story Line Wall SW LtHD RtHD f + +' -- - -- - --- - - -- -- - - -- - --- x 2 2 5 1 1 - �� 1 4 1 1 a� Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None required HD selection based on file: HCWA.TBL OCWA.TBL Z W 3 J V v O N 0 w = J �.. CO) LL W 0 } J' LL Q. z Cy; �w + Z Z 0� W W U 0 N' ;w w' LL O. w .:U CO) Z w z W V 2 )" J L): • , . 00 CO) (31 IU) Uj LU LL: 0 LL D; 52 CJ. W Z 0: z F_' LLJ fy D 0: 0 C0 0—', LU w. LO iii z 0 z 2 C 4 I A 1 I A 2 Designs unlimited 3 3 WOODCAD QLAT (Pro V4.0) Time : 15:05:54 3 3 File: 2103SA2 Date : 09-10-2004 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS selection based on file: W7HF10BW.TBL . * ­ Exceeds -:None:.required HD selection based on file- HCWA.TBL Walls Parallel to X axis tZ Story Line Wall SW LtHD RtHD ----- ---- ---- ---- ---- 2 A 1 1 Ell' 2 A 2 1 2 A 3 2 A 4 2 C 2 C 2 2 C 3 z W V 2 )" J L): • , . 00 CO) (31 IU) Uj LU LL: 0 LL D; 52 CJ. W Z 0: z F_' LLJ fy D 0: 0 C0 0—', LU w. LO iii z 0 z 2 C 4 I A 1 I A 2 1 C 1 3 3 3 1 C 2 3 3 3 table capacity SW selection based on file: W7HF10BW.TBL . * ­ Exceeds -:None:.required HD selection based on file- HCWA.TBL O.CWA.. TBIA z W V 2 )" J L): • , . 00 CO) (31 IU) Uj LU LL: 0 LL D; 52 CJ. W Z 0: z F_' LLJ fy D 0: 0 C0 0—', LU w. LO iii z 0 z Z Z� J U. UO N J N U- w 0 U . D :. E_ _ F- O Z D C3 U ON w U- ui Z U N. Z 1 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:29 File: 2103SA2 Date : 09 -10 -2004 Page: 1 of 5 SUMMARY SHEET SEISMIC DATA: Manual BSF Y -Axis = 0.0.95 BSF X -Axis = 0.095 WIND DATA: Manual Wind Exposure = B Wind Speed = 85 Structure = Encl /Unencl Imp Factor = 1.00 1 Load Summary to Y to X i Ht (ft) Level (K) DL Seis Wind DL Seis Wind --- - - - - -- -- 2 - 19.2 2.3 4.0 21.0 2.5 3.5 8.1 - Story 2 --- - - - - -- -- 1 - 12.8 0.8 3.2 14.0 0.8 2.8 8.1 - Story 1 6.3 Base Total 3.0 7.2 3.3 i� Z Z� J U. UO N J N U- w 0 U . D :. E_ _ F- O Z D C3 U ON w U- ui Z U N. Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:29 File: 2103SA2 Date : 09-10-2004 Page: 2 of 5 INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) .(f t) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y-.:Axis X x Y Story 2 Line 1 •all 1 0.0 0.0 3.0 9.0 19.0 19.0 0.015 0.0 1.0 0.0 Line 5 Wall 1 40.0 40.0 3.0 9.0 32.0 32.0 0.015 0.0 1.0 0.0 Story 1 Line 1 Wall 1 0.0 0.0 3.0 9.0 30.0 30.0 0.015 0.0 1.0 0.0 Line 4 Wall 1 40.0 40.0 3.0 9.0 32.0 32.0 0.015 0.0 1.0 0.0 WALLS Parallel to X-Axis Y Y x Story 2 Line A Wall 1 0.0 3.0 0.0 9.0 3.0 3.0 0.015 0.0 15.0 6.0 Wall 2 0.0 3.0 9.0 9.0 4.0 4.0 0.015 6.0 15.0 4.0 Wall 3 0.0 3.0 17.0 9.0 3.0 3.0 0.015 4.0 15.0 0.0 Wall 4 0.0 3.0 37.0 9.0 3.0 3.0 0.015 0.0 15.0 0.0 Line C Wail 1 35.0 33.0 0.0 9.0 3.0 3.0 0.015 0.0 15.0 0.0 Wall 2 35.0 33.0 10.0 9.0 3.0 3.0 0.015 0.0 15.0 0.0 Wall 3 35.0 35.0 20.0 9.0 4.0 4.0 0.015 0.0 1.0 0.0 Wall 4 35.0 35.0 36.0 9.0 4.0 4.0 0.015 0.0 1.0 0.0 Story 1 w Line A Wall 1 0.0 3.0 9.0 9.0 7.0 7.0 0.015 0.0 7.0 2.0 Wall 2 0.0 3.0 18.5 9.0 13.0 13.0 0.015 2.0 6.0 0.0 Line C Wall 1 35.0 33.0 0.0 9.0 4.0 4.0 0.015 0.0 7.0 5.0 Wall 2 35.0 33.0 9.0 9.0 4.0 4.0 0.015 5.0 7.0 0.0 Z 00� M 0, U) w uJ x to U- UJ 0 u. co Cl uJ z � 0 ,z r w ul . 2:3 D w w u- 8 Z, iii co 0.0 Designs Unlimited 0.100 0.008 0.0 WOODCAD QLAT (Pro V4.0) 0.000 Time : 13:02:29 File: 2103SA2 Date 09 -10 -2004 Page: 3 of 5 .A INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Wind Wind Dimen Load Load Load Dia Dia Wall Load Uplift ' (ft) (Ksf ) (Ksf ) (Ksf ) (ft) (Ksf ) (klf ) (ksf ) LINES Parallel to Y - Axis k Roof Level Lines 1 5 32.0 0.015 0.000 0.000 3.0 0.000 0.100 0.008 ` Level • 1 Lines 1 4 32.0 0.010 0.000 0.000 3.0 0.000 0.080 0.008 0.0 0.000 0.100 0.008 0.0 0.000 0.080 0.000 z X 1 4 W' D U� UO N O W= J � CO W: W O = C! W ~_ z F-: LU M �. DO O CO � F- W W. H� .. Z U CO), O z Designs Unlimited to X-Axis 0.3 Story 2 WOODCAD QLAT (Pro V4.0) Time : 13:02:29 Ln A 3.0 1.2 File: 2103SA2 0.8 0.9 Date : 09-10-2004 1 0.0 0.9 0.096 Page: 4 of 5 OUTPUT DATA - Shear Walls and Holddown Forces Wall 3 0.8 Line Shear Wall Shear H Drag Force Holddowns Seis Wind Seis Wind --- Lt Rt Left Rght (YI) (K) (klf) (klf) W (K) (K) (K) (K) WALLS Parallel to Y-Axis 0.125 Wall 3 4.1 0.089 Story 2 Wall 4 0.089 0.125 Story 1 Ln 1 1.1 2.0 Ln A 1.7 Wall 1 0.060 0.105 0.5 0.0 0.8 0.083 Ln 5 1.1 2.0 2 0.083 0.157 Ln C Wall 1 1.7 0.036 0.062 0.3 0.0 0.0 Story 1 0•.208 0.394 Wall 2 0.208 Ln 1 1.5 3.6 required beneath holddown Wall 1 0.051 0.120 0.3 0.0 0.0 Ln 4 1.5 3.6 Wall 1 0.047 0.112 0.3 0.0 0.0 WALLS Parallel to X-Axis 0.3 Story 2 0.7 2.3 0.0 0.4 Ln A 3.0 1.2 1.7 0.8 0.9 Wall 1 0.0 0.9 0.096 0.135 Wall 2 0.8 0.8 0.096 0.135 Wall 3 0.8 2.3 0.096 0.135 Wall 4 2.3 0.3 0.096 0.135 Ln C 1.3 1.2 1.7 1.6 1.3 Wall 1 0.3 1.4 0.089 0.125 Wall 2 4.1 3.8 0.089 0.125 Wall 3 4.1 0.089 0.125 Wall 4 0.089 0.125 Story 1 Ln A 1.7 3.1 Wall 1 0.083 0.157 Wall 2 0.083 0.157 Ln C 1.7 3.1 Wall 1 0•.208 0.394 Wall 2 0.208 0.394 S-Support required beneath holddown 3.0 0.0 0.3 0.9 0.7 2.3 0.0 0.4 0.7 3.0 0.0 0.5 0.8 0.9 3.0 0.3 0.0 0.9 0.9 3.0 0.0 0.2 0.8 0.8 3.0 0.0 0.0 0.8 0.8 2.3 0.0 0.0 0.9 0.9 2.3 0.3 0.0 0.9 0.9 1.3 0.3 0.0 1.6 1.3 0.7 0.0 0.3 1.4 -- 2.3 0.0 0.6 4.1 3.8 2.3 0.4 0.9 3.8 4.1 M-Manaul input of holddown i U 0 CI) CO) w UJ CO LL. WO U- W z LU Uj C/) 0- LU uj ' 5 , LL LLi z C/)I 0 Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:29 File: 2103SA2 Date : 09-10-2004 Page: 5 of 5 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic wind Left Right Left Right Max at w (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).XXL LINES Parallel to Y-Axis Roof Level Lines 1 5 1.3 2.28 4.00 0.04 -0.04 0.06 -0.06 0.6 .50 Level 1 Lines 1 4 1.3 0.76 3.20 0.01 -0.01 0.05 -0.05 0.5 .50 LINES Parallel to X-Axis Roof Level Lines A C 0.9 2.49 3.50 0.03 -0.03 0.04 -0.04 0.4 .50 Level 1 Lines A C 0.9 0.83 2.80 0.01 -0.01 0.04 -0.04 0.3 .50 Z' 00. 0 0, . . U) uj uj:r J � Co LL w O u- co) m CY W z 0, �-q U LUL' 2 5; D a 0 co) 0 Lu W. 0 LL 0'. --Z, Lu CO 0 Z., Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:30 File: 2103SA2 Date : 09 -10 -2004 Page: 1 * * * * * * * * ** Detailed Calculations * * * * * * * * ** WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 9.0 SW Len 19.0 HD Len 19.0 Wt 0.015 Seismic Wind Wall Force: 1.140 2.000 OTM 11.356 18.000 Uniform DL: 0.015 0.007 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.598 RT -0.598 LT -0.947 RT -0.947 Res Moment: LT 23.014 RT 23.014 LT 17.173 RT 17.173 Holddown LT -0.614 RT -0.614 LT 0.044 RT 0.044 Story 2 Line 5 Wall 1 Height 9.0 SW Len 32.0 HD Len 32.0 Wt 0.015 Seismic Wind Wall Force: 1.140 2.000 OTM 12.107 18.000 Uniform DL: 0.015 0.007 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down : LT -0.378 RT -0.378 LT -0.562 RT -0.562 Res Moment: LT 65.280 RT 65.280 LT 48.712 RT 48.712 Holddown LT -1.662 RT -1.662 LT -0.960 RT -0.960 Story 1 Line 1 Wall 1 Height 9.0 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind Wall Force: 1.520 3.600 OTM 15.411 32.400 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.514 RT -0.514 LT -1.080 RT -1.080 Res Moment: LT 55.463 RT 55.463 LT 43.717 RT 43.717 Holddown LT -1.335 RT -1.335 LT -0.377 RT -0.377 Story 1 Line 4 Wall 1 Height 9.0 SW Len 32.0 HD Len 32.0 Wt 0.015 Seismic Wind Wall Force: 1.520 3.600 OTM 15.527 32.400 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.485 RT -0.485 LT -1.012 RT -1.012 Res Moment: LT 63.104 RT 63.104 LT 49.741 RT 49.741 Holddown LT -1.487 RT -1.487 LT -0.542 RT -0.542 Z ;t- w . �U UO. Cl) 0 w= -J �. CO LL. w O U . S� = i .. w z H z t- w U0 CO 0- Q E- WW F=-- U LL 0 ui z CO O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:30 File: 2103SA2 Date : 09 -10 -2004 Page: 2 WALLS Parallel to X -Axis Story 2 Line A Wall 1 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.288 0.404 OTM 2.763 3.635 Uniform DL: 0.225 0.105 Header DL : LT 0.000 RT 0.675 LT 0.000 RT 0.315 Max Down LT -0.921 RT -1.596 LT -1.212 RT -1.527 Res Moment: LT 1.377 RT 3.098 LT 0.724 RT 1.357 Holddown LT 0.462 RT -0.112 LT 0.970 RT 0.759 Story 2 Line A Wall 2 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.384 0.538 OTM 3.684 4.846 Uniform DL: 0.225 0.105 Header DL : LT 0.675 RT 0.450 LT 0.315 RT 0.210 Max Down LT -1.596 RT -1.371 LT -1.527 RT -1.422 Res Moment: LT 4.743 RT 3.978 LT 2.131 RT 1.849 Holddown LT -0.265 RT -0.074 LT 0.679 RT 0.749 Story 2 Line A Wall 3 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.288 0.404 OTM 2.763 3.635 Uniform DL: 0.225 0.105 Header DL : LT 0.450 RT 0.000 LT 0.210 RT 0.000 Max Down LT -1.371 RT -0.921 LT -1.422 RT -1.212 Res Moment: LT 2.524 RT 1.377 LT 1.146 RT 0.724 Holddown LT 0.079 RT 0.462 LT 0.830 RT 0.970 Story 2 Line A Wall 4 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.288 0.404 OTM 2.763 3.635 Uniform DL: 0.225 0.105 Header DL : LT 0•.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.921 RT -0.921 LT -1.212 RT -1.212 Res Moment: LT 1.377 RT 1.377 LT 0.724 RT 0.724 Holddown LT 0.462 RT 0.462 LT 0.970 RT 0.970 Story 2 Line C Wall 1 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.267 0.375 OTM 2.578 3.375 Uniform DL: 0.225 0.105 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.859 RT -0.859 LT -1.125 RT -1.125 Res Moment: LT 1.377 RT 1.377 LT 0.724 RT 0.724 Holddown LT 0.400 RT 0.400 LT 0.884 RT 0.884 zz 2 H: '~ W �U UO O) c CO CO W uJ LL WO 2 d LLQ Nd =W z� F- O z ►- uJ 5 U� 0 N O F- W uj H� LL ui z F= � O z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:30 File: 2103SA2 Date : 09 -10 -2004 Page: 3 WALLS Parallel to X -Axis ----- - - - - -- Story 2 Line C Wall 2 Height 9.0 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.267 0.375 OTM 2.578 3.375 Uniform DL: 0.225 0.105 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.859 RT -0.859 LT -1.125 RT -1.125 Res Moment: LT 1.377 RT 1.377 LT 0.724 RT 0.724 Holddown LT 0.400 RT 0.400 LT 0.884 RT 0.884 Story 2 Line C Wall 3 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.356 0.500 OTM 3.437 4.500 Uniform DL: 0.015 0.007 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.859 RT -0.859 LT -1.125 RT -1.125 Res Moment: LT 1.020 RT 1.020 LT 0.761 RT 0.761 Holddown LT 0.604 RT 0.604 LT 0.935 RT 0.935 Story 2 Line C Wall 4 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.356 0.500 OTM 3.437 4.500 Uniform DL: 0.015 0.007 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.859 RT -0.859 LT -1.125 RT -1.125 Res Moment: LT 1.020 RT 1.020 LT 0.761 RT 0.761 Holddown LT 0.604 RT 0.604 LT 0.935 RT 0.935 Story 1 Line A Wall 1 Height 9.0 SW Len 7.0 HD Len 7.0 Wt 0.015 Seismic Wind Wall Force: 0.582 1.102 OTM 5.641 9.922 Uniform DL: 0.070 0.070 Header DL : LT 0•.000 RT 0.070 LT 0.000 RT 0.070 Max Down LT -0.806 RT -0.876 LT -1.417 RT -1.487 Res Moment: LT 4.269 RT 4.686 LT 3.365 RT 3.693 Holddown LT 0.196 RT 0.136 LT 0.937 RT 0.890 Story 1 Line A Wall 2 Height 9.0 SW Len 13.0 HD Len 13.0 Wt 0.015 Seismic Wind Wall Force: 1.081 2.047 OTM 10.476 18.427 Uniform DL: 0.060 0.060 Header DL : LT 0.060 RT 0.000 LT 0.060 RT 0.000 Max Down LT -0.866 RT -0.806 LT -1.477 RT -1.417 Res Moment: LT 14.669 RT 14.006 LT 11.563 RT 11.040 Holddown LT -0.323 RT -0.272 LT 0.528 RT 0.568 Z SZ � D J U, UO CO C3. W = H CO u- w 0 LL = a uw z� �0 z !- w W ON O F-- w X LL 0 Z W U CO) O Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:30 File: 2103SA2 Date : 09 -10 -2004 Page: 4 WALLS Parallel to X -Axis Story 1 Line C Wall 1 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.831 1.575 OTM 7.712 14.175 Uniform DL: 0.070 0.070 Header DL : LT 0.000 RT 0.175 LT 0.000 RT 0.175 Max Down LT -1.928 RT -2.103 LT -3.544 RT -3.719 Res Moment: LT 1.394 RT 1.989 LT 1.099 RT 1.568 Holddown LT 1.579 RT 1.431 LT 3.269 RT 3.152 Story 1 Line C Wall 2 Height 9.0 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.831 1.575 OTM 7.712 14.175 Uniform DL: 0.070 0.070 Header DL : LT 0.175 RT 0.000 LT 0.175 RT 0.000 Max Down LT -2.103 RT -1.928 LT -3.719 RT -3.544 Res Moment: LT 1.989 RT 1.394 LT 1.568 RT 1.099 Holddown LT 1.431 RT 1.579 LT 3.152 RT 3.269 z Z W Q � JV UO CO CO U w O: J u. N �w t = Z F.. ►- O Z I- w UJ � o O Co, o E- W W: H U. O tl! Z U N p H O Z 4 Z U 0 U) to W: . LL! LLI O. U. D (D CY: UJ z O. Z F- w W, L) :0 LLI, Z. w (D : . Z-� t ~ Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:31 File: 2103SA2 Date : 09 -10 -2004 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL 5 .Walls Parallel to Y axis RIGHT END SEIS WIND X Y Rt Rt .a DiS DiS HD HD Story - - - -- Line - - -- Wall - - -- ft - - - - - -- - ft - - - - -- K - - - - - -- - K - - - - -- j 3 3 1 22.00 30.00 0.23 0.39 2 3 1 22.00 33.00 4.82 6.59 r , 3 4 1 36.00 24.50 1.21 1.25 2 4 1 36.00 32.50 3.60 4.70 3 4 2 36.0.0 33.00 1.09 1.17 z W' Q� U O' W =' CO U. W O. co d F W' Z �. F- O Z F- W U� O� WWI 0 E-: 111 Z CO U Y O ~' Z t 4 Story Line Wall ft Designs Unlimited K WOODCAD QLAT (Pro V4.0) Time : 13:02:31 File: 2103SA2 h: Date 09 -10 -2004 Page: 3 N n SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL 2 A 2 10.50 0.00 2.01 1.56 Walls Parallel to X axis 1 vet LEFT END SEIS WIND 3.41 X Y Lt Lt a;} Dis Dis HD HD ;hs Story Line Wall ft ft K K N n 2 A 2 10.50 0.00 2.01 1.56 1 A 1 10.50 0.00 3.41 3.25 ^_ 2 A 3 23.00 0.00 2.50 1.92 1 A 2 23.50 0.00 3.26 3.40 `1 3 A 3 36.00 0.00 0.00 0.06 2 A 5 49.00 0.00 2.46 1.89 3 B 5 39.00 31.00 0.69 0.73 2 B 5 39.50 31.00 3.19 2.68 3 B l 0.00 33.00 1.36 0.99 2 B 1 0.00 33.00 4.21 3.18 3 B 2 11.00 33.00 1.31 0.98 2 B 2 11.00 33.00 4.11 3.13 3 B 3 22.00 33.00 1.36 0.99 2 B 3 22.00 33.00 4.11 3.11 3 B 4 33.00 33.00 1.31 0.98 f ; I t f i 2.. B 4 33.00 33.00 3.75 2.87 z W' W� vO. co �. N W'. J ca O: W uQ (n = W Z = H ZO W Lij �o U O� w w' uF U -. 0 .. Z. W U =! 1= O ~. Z Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 13:02:31 File: 2103SA2 Date : 09 -10 -2004 Page: 4 ------------------ - - - - SUMMARY OF ACCUMULATED -- HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD Story - - - -- Line Wall - - -- - - -- - - ft - - - -- - - ft - - - -- - K - - - - -- K - - - - - -- 2 A 2 18.00 0.00 2.01 1.56 1 A 1 18.00 0.00 3.41 3.25 2 A 5 52.00 0.00 2.46 1.89 1 A 2 54.00 0.00 2.87 2.88 3 B 5 44.50 31.00 0.00 0.50 2 B 5 45.50 31.00 2.38 2.30 1 B 2 54.00 31.00 0.00 0.20 3 B 1 3.00 33.00 1.31 0.98 2 B 1 3.00 33.00 4.11 3.13 j 3 B 2 14.00 33.00 1.36 0.99 3 B 3 25.00 33.00 1.31 0.98 2 B 3 25.00 33.00 3.75 2.87 3 B 4 36.00 33.00 1.36 0.99 2 B 4 36.00 33.00 4.11 3.11 I z Z �w Q � 0 N O W= N LL w LL Q �D w z �. F- O z F- � O ; O w L -O A .z w U CO) X . O Z A ' Designs Unlimited WOODCAD QLAT (Pro V4.0) Time : 15:05:54 File: 2103SA2 Date 09 -10 -2004 Page: 1 1g -------------------------------------------------------- °. SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis s -' Story Line Wall SW LtHD RtHD v' 1 1 1 - - ,,j 2 AV 2 5 1 1 - :1 � 1 4 - �a * Exceeds table capacity SW selection based on file: W7HF10BW.TBL - None required HD selection based on file: HCWA.TBL OCWA.TBL a� i Z D J U' U 0 CO) V) W; J CO) U. W 0, LL ?. N = W ', H F- O ZH 5 U� ON O !- W W; H — O _ U CO) O ~' ,Z SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL O.CWA- TBL. z 5 U: UO N o J = CO u w O` 9:3 u. ca C%: = w Z H O° Z F- W O � � f- w LV �O .. z: W U -' O z .'f `i Designs Unlimited WOODCAD QLAT (Pro V4.0) a Time : 15:05:54 File: 2103SA2 s Date : 09 -10 -2004 Page: 1 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Y Walls Parallel to X axis �i z Story Line Wall SW LtHD R.tHD -- - - -- - - -- -- - - -- - - -- 2 A 1 1 1 1 2 A 2 1 1 2 A 3 1 1 1 2 A 4 1 1 1 2 C 1 1 1 1 2 C 2 1 1 1 2 C 3 1 1 1 2 C 4 1 1 1 1 A 1 1 1 1 1 A 2 1 1 - 1 C 1 3 3 3 1 C 2 3 3 3 SW selection based on file: W7HF10BW.TBL HD selection based on file: HCWA.TBL O.CWA- TBL. z 5 U: UO N o J = CO u w O` 9:3 u. ca C%: = w Z H O° Z F- W O � � f- w LV �O .. z: W U -' O z y DESIGNS UNLIMITED STOCK PLANS • CUSTOM D E S I G N AECEry� CITY OF T�KW, NO V 2 3 2004 Gravity Load Analysis pEAMJT CENTER Plan — 2103 S /A/2 Beam Calculations using Beam Chek 2.3 Software and/or TJBeam 6.01 Software .11/12/03 fl toy REVIEWED FOR O E DE COMPLIA 6000 Cn SEP 2 0 2005 4 attyv a o —f , Tu T11ISIAl� BUILDING 1. ' INCOMPLETE LTR #�.� 19613 -61st Ave S - Suite F 1VI :�t�v[eo F ,� � �o � _25BO s Fax: (253) 872 -3649 nt, ■ Email: designstudio @designsunlimited.com t z I �w UO 0 W= J � N U- WO U- Q �a = w z� f - O z �- w �o U ON 0 1- W W. ui z L) O� z BeamChek v2.4 licensed to Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 1 DINING ROOM Prepared by: C. SWEI Date: 11/12/03 Selection 4x10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.9 inz R2= 2.9 in' D Defl 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 713 # Reaction 2 LL 713 # Beam Wt per ft 7.87 # Reaction 1 TL 1164 # Reaction 2 TL 1164# Bm Wt Included 47 # Maximum V 1164 # Max Moment 1745'# Max V (Reduced) 865 # 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 z) TL Deft (in) LL Defl 49.91 32.38 0.04 0.02 20.53 17.29 0.30 0.20 OK OK OK OK 41% 53% 13% 12% Uniform LL: 238 Uniform TL: 380 =A a Q �W aa �; JU . U O. N 0 CO -J I— NLL W O. LL ?. a. �W Z F- H O. Z H W LLJ 5 C3 U ON 0 i--. Ww LU Z 0 P . O Z f-b (psi) i-v (psi) L (psi x mil) 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe 0.0 Uniform LL: 238 Uniform TL: 380 =A a Q �W aa �; JU . U O. N 0 CO -J I— NLL W O. LL ?. a. �W Z F- H O. Z H W LLJ 5 C3 U ON 0 i--. Ww LU Z 0 P . O Z { BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 2 KITCHEN Prepared by: C. SWEI Date: 11/12/03 t.; Selection 4x 10 HF #2 Lu = 0.0 Ft s Conditions NDS 1 91 Min Bearing Area R1= 1.9 in R2= 1.9 in DL Defl <0,01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 4.0 ft Reaction 1 LL 475 # Reaction 2 LL 475 # Beam Wt per ft 7.87 # Reaction 1 TL 776 # Reaction 2 TL 776 # Bm Wt Included 31 # Maximum V 776 # Max Moment 776'# Max V (Reduced) 477 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1 Section (W) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 9.13 9.54 0.20 0.13 OK OK OK OK 18% 29% 4% 3% Uniform LL: 238 Uniform TL: 380 =A ZZ S� W` �0 cU 0: CO) 0 W = J F. CO W W O. J. LL a = d. �W Z �. O. Z F— W 2� U 0. O- W W'. U -O .. Z W U CO, H � O Z r - o (psi) ry (psi) b (psi x mu) 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 238 Uniform TL: 380 =A ZZ S� W` �0 cU 0: CO) 0 W = J F. CO W W O. J. LL a = d. �W Z �. O. Z F— W 2� U 0. O- W W'. U -O .. Z W U CO, H � O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -9456 PLAN 2103S/A/2 BEAM - 3 MASTER BATH Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.4 in R2= 0.4 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustmenfs Loads Beam Span 5.0 ft Reaction 1 LL 94 # Reaction 2 LL 94 # Beam Wt per ft 7.87 # Reaction 1 TL 170 # Reaction 2 TL 170 # Bm Wt Included 39 # Maximum V 170 # Max Moment 212'# Max V (Reduced) 117# TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in -) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.50 2.35 0.25 0.17 OK OK OK OK 5% 7% 1% 1% Uniform LL: 38 Uniform TL: 60 =A R1 = 170 R2 = 170 i SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 t i Z Z JU UO CO 0: W= J CO U 0 . J U. Q. = O: F. W t . Z �. ►- O Z W W � p Oa D H- W W H �. u. O. Lll Z O ~. Z I - o (psi) r-v (psi) t (psi x mil) 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: 38 Uniform TL: 60 =A R1 = 170 R2 = 170 i SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 t i Z Z JU UO CO 0: W= J CO U 0 . J U. Q. = O: F. W t . Z �. ►- O Z W W � p Oa D H- W W H �. u. O. Lll Z O ~. Z ` BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 4 MASTER BEDROOM Prepared by: C. SWEI Date: 11/12/03 Selection r 4x10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min B earing Area R1= 2.9 in R2= 2.9 in' DL Defl 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads i 1 i I i i I i Beam Span 6.0 ft Reaction 1 LL 713 # Reaction 2 LL 713 # Beam Wt per ft 7.87 # Reaction 1 TL 1164 # Reaction 2 TL 1164 # Bm Wt Included 47 # Maximum V 1164# Max Moment 1745'# Max V (Reduced) 865 # TL Max Defl L/240 TL Actual Defl L/>1000 L L Max Defl L / 360 LL Actual Defl L/>1000 Section (in -) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.04 0.02 20.53 17.29 0.30 0.20 OK OK OK OK 41% 53% 13% 12% Uniform LL: 238 Uniform TL: 380 = A R1 = 1164 R2 = 1164 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z iF- Z -1U 0 Cl) a . W= J CO) U. WO }} J LL Q ND =d H =. ' ?H H O Z F- W j: U �. ,O N. D H W U_ O .. Z W U CO) 0 Z ro (psi) r - v (psi) t (psi x mu) t-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: 238 Uniform TL: 380 = A R1 = 1164 R2 = 1164 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z iF- Z -1U 0 Cl) a . W= J CO) U. WO }} J LL Q ND =d H =. ' ?H H O Z F- W j: U �. ,O N. D H W U_ O .. Z W U CO) 0 Z ` BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 5 BEDROOM -2 BEAM Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.6 inz R2= 0.6 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 5.5 ft Reaction 1 LL 138 # Reaction 2 LL 138 # Beam Wt per ft 7.87 # Reaction 1 TL 242 # Reaction 2 TL 242 # Bm Wt Included 43 # Maximum V 242 # Max Moment 332'# Max V (Reduced) 174 # 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 z ) TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.91 3.48 0.28 0.18 OK OK OK OK 8% 11% 2% 2% Uniform LL: 50 Uniform TL: 80 =A R1 = 242 R2 = 242 SPAN =5.5FT Uniform and partial uniform loads are Ibs per lineal ft. Z f" '~ W UO C 0 . W= �H CO) LL WO }} J u_ Q N D = d t~ W Z 0 LLJ �5 U� O N O H. WW H L O W Z CO U- 1- H O Z Fb (psi) Fv (psi) E (psi x mip 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 50 Uniform TL: 80 =A R1 = 242 R2 = 242 SPAN =5.5FT Uniform and partial uniform loads are Ibs per lineal ft. Z f" '~ W UO C 0 . W= �H CO) LL WO }} J u_ Q N D = d t~ W Z 0 LLJ �5 U� O N O H. WW H L O W Z CO U- 1- H O Z Beam Chek v 2.4 licensed to: Designs Unlimited Reg # 8101 -9456 PLAN 2103S/A/2 BEAM - 6 BEDROOM -2 WIN. HDR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.4 in R2= 0.4 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.0 ft Reaction 1 LL 94 # Reaction 2 LL 94 # Beam Wt per ft 7.87 # Reaction 1 TL 170 # Reaction 2 TL 170 # Bm Wt Included 39 # Maximum V 170 # Max Moment 212'# Max V (Reduced) 117# 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 2.50 2.35 0.25 0.17 OK OK OK OK 5% 7% 1% 1% Uniform LL: 38 Uniform TL: 60 = A R1 = 170 R2 = 170 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z �W QQ � JU • UO CO) 0 J H N LL W } O J LL Q. = �.. W Z F. F— O Z F— U O N 0 F— W H6 LL O, 111 Z 0 t`= F- O Z I-b (psi) Fv (psi) E (psi x mil) 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: 38 Uniform TL: 60 = A R1 = 170 R2 = 170 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z �W QQ � JU • UO CO) 0 J H N LL W } O J LL Q. = �.. W Z F. F— O Z F— U O N 0 F— W H6 LL O, 111 Z 0 t`= F- O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 7 BEDROOM -3 BEAM Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Are R1= 0.6 in= R2= 0.6 inz DL Deft <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 5.5 ft Reaction 1 LL 138 # Reaction 2 LL 138 # Beam Wt per ft 7.87 # Reaction 1 TL 242 # Reaction 2 TL 242 # Bm Wt Included 43 # Maximum V 242 # Max Moment 332'# Max V (Reduced) 174 # TL Max Defl L/240 - TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (W) Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.01 <0.01 3.91 3.48 0.28 0.18 OK OK OK OK 8% 11% 2% 2% Uniform LL: 50 Uniform TL: 80 = A R1 = 242 R2 = 242 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 Z Z W' QQom J 0 0 OD' J = H N U- 0 �J W Q N d = W ~ _. E- O. Z i-- W UJ �p U O� .0 F-- WW �O 11L1 Z Z Fb (psi) Fv (psi) E (psi x mil) 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: 50 Uniform TL: 80 = A R1 = 242 R2 = 242 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 Z Z W' QQom J 0 0 OD' J = H N U- 0 �J W Q N d = W ~ _. E- O. Z i-- W UJ �p U O� .0 F-- WW �O 11L1 Z Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8109 -1456 PLAN 2103S/A/2 BEAM - 8 BEDROOM -3 WIN. HDR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.4 in R2= 0.4 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 94 # Reaction 2 LL 94 # Beam Wt per ft 7.87 # Reaction 1 TL 170 # Reaction 2 TL 170 # Bm Wt Included 39 # Maximum V 170 # Max Moment 212'# 'Max V (Reduced) 117# 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 2.50 2.35 0.25 0.17 OK OK OK OK 5% 7% 1% 1% Uniform LL: 38 Uniform TL: 60 = A R1 =170 R2 = 170 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �= Z �W UO N Cl CO) =. J CO U W0 }} 5 u_ Q S2 d �W Z 1 F- O Z 5 U� O N, D tr W W H� LL. O .Z W N U— H �? 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 = A R1 =170 R2 = 170 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �= Z �W UO N Cl CO) =. J CO U W0 }} 5 u_ Q S2 d �W Z 1 F- O Z 5 U� O N, D tr W W H� LL. O .Z W N U— H �? O Z BeamChek v2.41icensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 9 ENTRY Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 3.3 inz R2= 3.3 inz DL Defl 0.02 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 825 # Reaction 2 LL 825 # Beam Wt per ft 7.87 # Reaction 1 TL 1344 # Reaction 2 TL 1344 # Bm Wt Included 47 # Maximum V 1344 # Max Moment 2015'# Max V (Reduced) 998 # 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 0.04 0.03 23.71 19.97 0.30 0.20 OK OK OK OK 48% 62% 14% 13% Uniform LL: 275 Uniform TL: 440 = A R1 = 1344 R2 = 1344 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z WD 0 N 0 W= W W O J U. N CY H W. Z � O, Z F— W 5. O W: C1 H- W W H —0 LLI Z U =; O F.. Z Ft) (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: 275 Uniform TL: 440 = A R1 = 1344 R2 = 1344 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z WD 0 N 0 W= W W O J U. N CY H W. Z � O, Z F— W 5. O W: C1 H- W W H —0 LLI Z U =; O F.. Z ' BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 10 LIVING ROOM BEAM Prepared by: C. SWEI Date: 11/12/03 Selection 4x10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.7 in R2= 2.7 in DL Defl 0.02 in Data Attributes Actual Critical Status Ratio Values AdLustments Loads Beam Span 7.0 ft Reaction 1 LL 656 # Reaction 2 LL 656 # Beam Wt per ft 7.87 # Reaction 1 TL 1078 # Reaction 2 TL 1078 # Bm Wt Included 55 # Maximum V 1078 # Max Moment 1886'# Max V (Reduced) 840 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (W) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.06 0.03 22.18 16.80 0.35 0.23 OK OK OK OK 44% 52% 16% 14% Uniform LL: 188 Uniform TL: 300 = A R1 =,1078 R2 = 1078 SPAN =7FT Uniform and partial uniform loads are Ibs per lineal ft. Z '~ W � �U U N C3 CO) = J �. N LL W } O �J LL Q co) = H= Z � i- O W H- U J U U . O N O F-: W W �U ~ O W Z CO 1= _ OF Z ro (psi) I-v (psi) t (psi x mn) 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 188 Uniform TL: 300 = A R1 =,1078 R2 = 1078 SPAN =7FT Uniform and partial uniform loads are Ibs per lineal ft. Z '~ W � �U U N C3 CO) = J �. N LL W } O �J LL Q co) = H= Z � i- O W H- U J U U . O N O F-: W W �U ~ O W Z CO 1= _ OF Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 z PLAN 2103S/A/2 BEAM - 11 LIVING ROOM WIN. HDR Prepared by: C. SWEI Date: 11/12/03 Selection r 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 0.8 in R2= 0.8 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments 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') Shear (in 2) 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 Z Z �W QQom. 0 Cl) W= J � N LL. W O. J LL j � = W H _ Z I•- O Z H W LLI Dp O O F- WW -0 .Z W U =, O F- Z t (psi) t-v (pst) h (psi x mu) t - C -L kpst) 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 Z Z �W QQom. 0 Cl) W= J � N LL. W O. J LL j � = W H _ Z I•- O Z H W LLI Dp O O F- WW -0 .Z W U =, O F- Z Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 12 BEAM AT POST (ENTRY) Prepared by: C. SWEI Date: 11/12/03 Selection , 4x10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 0.1 in' R2= 0.1 in' DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments j Beam Span 1.75 ft Reaction 1 LL 33 # Reaction 2 LL 33 # Beam Wt per ft 7.87 # Reaction 1 TL 59 # Reaction 2 TL 59# Bm Wt Included 14 # Maximum V 59 # Max Moment 26'# Max V (Reduced) 7 # 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 0.00 <0.01 0.31 0.14 0.09 0.06 OK OK OK OK 1% 0% 0% 0% Uniform LL: 38 Uniform TL: 60 =A R1 = 59 R2 = 59 SPAN =1.75 FT Uniform and partial uniform loads are Ibs per lineal ft. i Z iF- Z Lij .3U UO CO) LU N 0, J = H CO3 LL O W }} �J LL Q = W Z W �O U O N W W, u- O ` 111 Z U CO) F- FZ- O Z r - o tpsi) r-v tpsi) t tpsi 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 Cl Stability 1.0000 1 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 38 Uniform TL: 60 =A R1 = 59 R2 = 59 SPAN =1.75 FT Uniform and partial uniform loads are Ibs per lineal ft. i Z iF- Z Lij .3U UO CO) LU N 0, J = H CO3 LL O W }} �J LL Q = W Z W �O U O N W W, u- O ` 111 Z U CO) F- FZ- O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8109 -1456 PLAN 2103S/A/2 BEAM -13 DECK BEAM Prepared by: C. SWEI Date: 11/12/03 Selection 4x 14 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Beari Area R1= 5.1 in R2= 5.1 in D L Defl 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 11.5 ft Reaction 1 LL 1725 # Reaction 2 LL 1725 # Beam Wt per ft 11.27 # Reaction 1 TL 2077 # Reaction 2 TL 2077 # Bm Wt Included 130 # Maximum V 2077 # Max Moment 5972'# Max V (Reduced) 1678 # TL Max Defl L/240 TL Actual Defl L/858 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in -) Shear (in 2 ) TL Defl (in) LL Defl 102.41 46.38 0.16 0.13 84.31 33.57 0.58 0.38 OK OK OK OK 62% 72% 28% 35% Uniform LL: 300 Uniform TL: 350 = A R1 = 2077 R2 = 2077 SPAN =11.5 FT Uniform and partial uniform loads are Ibs per lineal ft, r Z �Z 0 W= J H N U WO J U. Q CO = f.. W Z � ZO U �. ,O — 0 !— WW F- U tLL 0 O Ill Z CO) O ~' Z t- t) (psi) r-v (psi) t (psi x mu) t-c i (psi) Base Values 850 75 1.3 405 Base Adjusted 850 75 1.3 405 CF Size Factor 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 C( Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 300 Uniform TL: 350 = A R1 = 2077 R2 = 2077 SPAN =11.5 FT Uniform and partial uniform loads are Ibs per lineal ft, r Z �Z 0 W= J H N U WO J U. Q CO = f.. W Z � ZO U �. ,O — 0 !— WW F- U tLL 0 O Ill Z CO) O ~' Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM -14 REC. RM. S.G.D. Prepared by: C. SWEI Date: 11/12/03 Selection 6x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 6.0 in R2= 6.0 in DL Defl 0.01 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads . Beam Span 6.0 ft Reaction 1 LL 1770 # Reaction 2 LL 1770 # Beam Wt per ft 12.7 # Reaction 1 TL 2416 # Reaction 2 TL 2416 # Bm Wt Included 76 # Maximum V 2416 # Max Moment 3623'# Max V (Reduced) 1778 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (W) Shear (in 2 ) TL Defl (in) LL Defl 82.73 52.25 0.05 0.04 64.42 38.10 0.30 0.20 OK OK OK OK 78% 73% 18% 20% Uniform LL: 590 Uniform TL: 793 =A R1 = 2416 R2 = 2416 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W �QQ � J V UO N � W= J H N U- 0. J LL = C� W Z �. F- O Z h- W U� O S C F- W W' 2 tL F. Z O Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 675 70 1.1 405 Base Adjusted 675 70 1.1 405 CF Size Factor 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 590 Uniform TL: 793 =A R1 = 2416 R2 = 2416 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z W �QQ � J V UO N � W= J H N U- 0. J LL = C� W Z �. F- O Z h- W U� O S C F- W W' 2 tL F. Z O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 81 -1456 PLAN 2103S/A/2 BEAM - 15 LAUNDRY Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 1.0 in R2= 2.0 in D Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 2.0 ft Reaction 1 LL 160 # Reaction 2 LL 160 # Beam Wt per ft 7.87 # Reaction 1 TL 402 # Reaction 2 TL 790 # Bm Wt Included 16 # Maximum V 790 # Max Moment 370'# Max V (Reduced) 242 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (W) Shear (in 2 ) TL Defl (in) LL DO 49.91 32.38 0.00 <0.01 4.35 4.83 0.10 0.07 OK OK OK OK 9% 15% 1% 0% Uniform LL: 160 Point TL Distance B,= 776 1.5 Pt loads R1 = 402 Uniform TL: 200 =A R2 = 790 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. ZZ — Z UO N 0 CO) = J � CO W WO U . N� = W Z ., HO Z I` 5 Cl O W: 0 tr- =U H� - O .Z W CO Z Fb (psi) Fv (psi) L (psi x mil) 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 160 Point TL Distance B,= 776 1.5 Pt loads R1 = 402 Uniform TL: 200 =A R2 = 790 SPAN = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. ZZ — Z UO N 0 CO) = J � CO W WO U . N� = W Z ., HO Z I` 5 Cl O W: 0 tr- =U H� - O .Z W CO Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -145 PLAN 2103S/A/2 BEAM - 16 BEDROOM -4 Prepared by: C. SWEI Date: 11/12/03 Selection F 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 2.3 in' R2= 2.3 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 6.0 ft Reaction 1 LL 720 # Reaction 2 LL 720 # Beam Wt per ft 7.87 # Reaction 1 TL 924 # Reaction 2 TL 924 # Bm Wt Included 47 # Maximum V 924 # Max Moment 1385'# Max V (Reduced) 686 # 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 0.03 0.02 16.30 13.73 0.30 0.20 OK OK OK OK 33% 42% 10% 12% Uniform LL: 240 Uniform TL: 300 =A R1 = 924 R2 = 924 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. k Z t~ Z W' Q � JV 0 Co O W= J � CO u_ W � J 1 U. Q N �. Z Cy. �.. W Z X t O Z F- w W 2 5. U 0, O N, WU H tL O Z liJ O ~. Z i (psi) Fv (psi) E (psi x mil) 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: 240 Uniform TL: 300 =A R1 = 924 R2 = 924 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. k Z t~ Z W' Q � JV 0 Co O W= J � CO u_ W � J 1 U. Q N �. Z Cy. �.. W Z X t O Z F- w W 2 5. U 0, O N, WU H tL O Z liJ O ~. Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 17 GARAGE BEAM Prepared by: C. SWEI Date: 11/12/03 Selection 5 -1/8x 19 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 7,8 in R2= 7.8 in DL Defl 0.07 in Suggested Camber 0.10 in Data Attributes Actual Critical Status Ratio Values Adiustmenfs Beam Span 19.0 ft Reaction 1 LL 3895 # Reaction 2 LL 3895 # Beam Wt per ft 24.28 # Reaction 1 TL 5099 # Reaction 2 TL 5099 # Bm Wt Included 461 # Maximum V 5099 # Max Moment 24222'# Max V (Reduced) 4227 # TL Max Defl L / 240 TL Actual Defl L / 827 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl 324.80 99.94 0.28 0.21 125.87 33.37 0.95 0.63 OK OK OK OK 39% 33% 29% 33% Uniform LL: 410 Uniform TL: 513 =A R1 =5099 R2 =5099 SPAN = 19 FT Uniform and partial uniform loads are Ibs per lineal ft. I r Z � Z i1— W J U O COO CO) =. J CO) LL W0 LL = F. W a Z� F— O Z H W Dp U O N � H W W' H LL O 111 Z CO) O :Z t (psi) r-v (psi) L (psi x mil) t-c! (psi) Base Values 2400 190 1.8 650 Base Adjusted 2309 190 1.8 650 Cv Volume 0.962 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: 410 Uniform TL: 513 =A R1 =5099 R2 =5099 SPAN = 19 FT Uniform and partial uniform loads are Ibs per lineal ft. I r Z � Z i1— W J U O COO CO) =. J CO) LL W0 LL = F. W a Z� F— O Z H W Dp U O N � H W W' H LL O 111 Z CO) O :Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 18 O.H.G.D, HDR Prepared by: C, SWEI Date: 11/12/03 Selection F 3 -118x 12 GLB 24F -V8 DF /DF Lu = 0.0 Ft Lu @ OH = 0.0 Ft Conditions Overhang, Min Bearing Area R1= 1,5 in' R2= 2.4 in DL Defl 0.21 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 16.25 ft Reaction 1 LL 314 # Reaction 2 LL 638 # Beam Wt per ft 9.11 # Reaction 1 TL 946 # Reaction 2 TL 1532 # Bm Wt Included 157 # Maximum V 983 # Overhang Length 1.0 ft Max Moment 4318'# Max V (Reduced) 924 # Total Beam Length 17.25 ft TL Max Defl L / 240 TL Actual Defl L / 706 OH TL Actual Defl L / 523 LL Max Defl L / 360 LL Actual Defl L/>1000 OH LL Actual Defl L / < -1000 Section (in') Shear (in 2 ) TL Defl (in) LL Defl OH TL Defl OH LL Defl 75.00 37.50 0.28 0.07 -0.05 -0.01 21.59 7.29 0.81 0.54 0.10 0.07 OK OK OK OK OK OK 29% 19% 34% 13% 46% 21% Loads Uniform LL: 40 Uniform TL: 50 =A (Uniform Ld on backspan; Point LL Point TL Distance Par Unif LL Par Unif TL Start End B = 242 2.5 240 K = 360 (OH) 0 1.0 C = 484 8.0 D = 242 13.75 62 F = 180 (OH) 1.0 Pt loads: LJ Li LJ R1 = 946 R2 = 1532 BACKSPAN = 16.25 FT OH = 1 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Z QQ J U`. UO NO W = J � �LL W �0 J uL Q N d = W Z h-- H- O Z H W UJ �p U O N � H W W: H 5. LL O .. Z. W P _' O Z Fb (psi) Fv (psi) E (psi x mip rc 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 Cl Stability @ OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 =A (Uniform Ld on backspan; Point LL Point TL Distance Par Unif LL Par Unif TL Start End B = 242 2.5 240 K = 360 (OH) 0 1.0 C = 484 8.0 D = 242 13.75 62 F = 180 (OH) 1.0 Pt loads: LJ Li LJ R1 = 946 R2 = 1532 BACKSPAN = 16.25 FT OH = 1 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Z QQ J U`. UO NO W = J � �LL W �0 J uL Q N d = W Z h-- H- O Z H W UJ �p U O N � H W W: H 5. LL O .. Z. W P _' O Z SeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM -19 BEAM UNDER STAIR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.0 in R2= 1.0 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 3.35 ft Reaction 1 LL 302 # Reaction 2 LL .302 # Beam Wt per ft 7.87 # Reaction 1 TL 390 # Reaction 2 TL 390 # Bm Wt Included 26 # Maximum V 390 # Max Moment 327'# Max V (Reduced) 211 # 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 3.84 4.21 0.17 0.11 OK OK OK OK 8% 13% 1% 2% Uniform LL: 180 Uniform TL: 225 = A i s x Z H ;�- Z . UO CO) W= J � CO L WO }} 95 U.?. CO) d = W H _ Z F- O Z F- 2 � U O � 0 l`- uJ W F- V. H u. O Z U CO O Z Fb (psi) Fv (psi) L (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: 180 Uniform TL: 225 = A i s x Z H ;�- Z . UO CO) W= J � CO L WO }} 95 U.?. CO) d = W H _ Z F- O Z F- 2 � U O � 0 l`- uJ W F- V. H u. O Z U CO O Z 40. BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 20 STORAGE HDR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS'91 I Min Bearing Area R1= 0.7 in' R2= 0.7 inz DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments i i t Beam Span 2.5 ft Reaction 1 LL 225 # Reaction 2 LL 225 # Beam Wt per ft 7.87 # Reaction 1 TL 291 # Reaction 2 TL 291 # Bm Wt Included 20 # Maximum V 291 # Max Moment 182 '# Max V (Reduced) 112 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in -) Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 2.14 2.23 0.13 0.08 OK OK OK OK 4% 7% 1% 1% Uniform LL: 180 Uniform TL: 225 =A R1 = 291 R2 = 291 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z = Z �QQ2 WD UO CO 0. W =, J �.. . W WO Q N� = CY H =. F O Z F-- W U J �C =W ~ H u. O , w Uc0 O Z r-b (psq Fv (psi) E (psl x mil) 1-c i (psq 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: 180 Uniform TL: 225 =A R1 = 291 R2 = 291 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z = Z �QQ2 WD UO CO 0. W =, J �.. . W WO Q N� = CY H =. F O Z F-- W U J �C =W ~ H u. O , w Uc0 O Z i z SeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 21 BDRM -5 DR. HDR Prepared by: C. SWEI Date: 11/12/03 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 <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 2.5 ft Reaction 1 LL 450 # Reaction 2 LL 450 # Beam Wt per ft 7.87 # Reaction 1 TL 572 # Reaction 2 TL 572 # Bm Wt Included 20 # Maximum V 572 # Max Moment 358'# 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 3) Shear (W TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 4.21 4.39 0.13 0.08 OK OK OK OK 8% 14% 1% 1% Uniform LL: 360 Uniform TL: 450 = A R1 = 572 R2 = 572 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z J U: UO N J � . CO) U-' WO LL J CO = �W H O Z H W 5: U �O S. o E- UJ =U U- O; lil Z U CO, 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: 360 Uniform TL: 450 = A R1 = 572 R2 = 572 SPAN = 2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z J U: UO N J � . CO) U-' WO LL J CO = �W H O Z H W 5: U �O S. o E- UJ =U U- O; lil Z U CO, O Z BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 22 BDRM -5 WIN. HDR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Lu @ OH = 0.0 Ft s Conditions Overhang, Uplift @ R1, NDS'91 Min B earing A rea R1= -0.6 inz R2= 5.3 inz Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 5.0 ft Reaction 1 LL -146 # Reaction 2 LL 1351 # Beam Wt per ft 7.87 # Reaction 1 TL -261 # Reaction 2 TL 2142 # Bm Wt Included 55 # Maximum V 1591 # Overhang Length 2.0 ft Max Moment 2031 '# Max V (Reduced) 1147 # Total Beam Length 7.0 ft TL Max Defl L / 240 TL Actual Defl L / < -1000 OH TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/ < -1000 OH LL Actual Defl L / >1000 Section ( Shear (in z) TL De fl (in) LL Defl OH TL Defl OH LL Defl 49.91 32.38 -0.02 -0.01 0.04 0.02 23.89 22.94 0.25 0.17 0.20 0.13 OK OK OK OK OK OK 48% 71% 6% 6% 19% 16% Loads Uniform LL: 40 Uniform TL: 50 =A (Uniform Ld on Backs j Point LL Point TL Distance Par Unif LL Par Unif TL Start End 225 F = 440 (OH) 2.0 390 K = 568 (OH) 0 2.0 I i i i Uniform Load A K i Pt loads: F i R1 = -261 R2 = 2142 BACKSPAN = 5 FT OH = 2 FT j Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Z Z �W 2 D . 0 ND CO) = J F. N W WO LL Q �D _� �... W Z = H H O Z a ON .0 H W W HU H W Z 111 co O Z r-o (psi) r-v (psi) t (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 Cl Stability @ OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 =A (Uniform Ld on Backs j Point LL Point TL Distance Par Unif LL Par Unif TL Start End 225 F = 440 (OH) 2.0 390 K = 568 (OH) 0 2.0 I i i i Uniform Load A K i Pt loads: F i R1 = -261 R2 = 2142 BACKSPAN = 5 FT OH = 2 FT j Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Z Z �W 2 D . 0 ND CO) = J F. N W WO LL Q �D _� �... W Z = H H O Z a ON .0 H W W HU H W Z 111 co O Z Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 PLAN 2103S/A/2 BEAM - 23 REC. RM. DR. HDR Prepared by: C. SWEI Date: 11/12/03 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 1 91 Min Bearing Area R1= 3.2 in R2= 3.2 in DL Defl <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 1025 # Reaction 2 LL 1025 # Beam Wt per, ft 7.87 # Reaction 1 TL 1301 # Reaction 2 TL 1301 # Bm Wt Included 39# Maximum V 1301 # Max Moment 1626'# Max V (Reduced) 900 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Ma x Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (in TL Defl (in) LL Defl 49.91 32.38 0.02 0.02 19.13 18.00 0.25 0.17 OK OK OK OK 38% 56% 10% 12% Uniform LL: 410 Uniform TL: 513 = A Z H: -- Z . J 0: 0 NO , W= J F. CO LL W O. LL Q N D 2 H- W 3 ZO �5 UC) CO O —: Q W W' V � tr- -O 111 Z Z Fb (psi) Fv (psi) E (psi x mil) f 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: 410 Uniform TL: 513 = A Z H: -- Z . J 0: 0 NO , W= J F. CO LL W O. LL Q N D 2 H- W 3 ZO �5 UC) CO O —: Q W W' V � tr- -O 111 Z Z Beam Chek v2.4 licensed to: Designs Unlimited Reg # 8909 -9456 PLAN 2103S/A/2 BEAM -24 LAUNDRY DR. HDR Prepared by: C. SWEI Date: 11/12/03 Selection F 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS '91 Min Bearing Area R1= 1.4 in R2= 1.4 in DL Defl <0.01 in. Data Attributes Actual. Critical Status Ratio Values Adjustments Beam Span 2.67 ft Reaction 1 LL 454 # Reaction 2 LL 454 # Beam Wt per ft 7.87 # Reaction 1 TL 578 # Reaction 2 TL 578 # Bm Wt Included 21 # Maximum V 578 # Max Moment 386'# Max V (Reduced) 244 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Section (W) Shear (in 2 ) TL Defl (in) LL Defl 49.91 32.38 0.00 <0.01 4.54 4.88 0.13 0.09 OK OK OK OK 9% 15% 1% 1% Uniform LL: 340 Uniform TL: 425 =A Z H � Z W Q 2. J V 0 to W W� J N W WO �Q �W ►— O Z H W UJ Dp O CO WW u. ~O c . • Z. U= O Z t-b tpsl) t-v tpsl) t (psi x mil) 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: 340 Uniform TL: 425 =A Z H � Z W Q 2. J V 0 to W W� J N W WO �Q �W ►— O Z H W UJ Dp O CO WW u. ~O c . • Z. U= O Z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 PROJECT R-V ? 2143.5ell FOR Pig coot e Y eRD obt0 51 21 1 r - a/- R VIElp'%D COOS COV1 6000 movn J OtTU101 a BA001- NO, c� rU o LA AUG 19 2004 Z QQ t- ,� Z W W I D UO N J � N LL WO M QQ LL? CO :3 = W f- _ { ? �. w o. w �5 ON o� = U L O w z U= .oF Z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone. & Fax (253)939 -1373 DATE. .� � 4 PAGr ` are 2163 SIA /2 j'Z i � � e.� q�s a � ��Cl `„S�i r• 7rea are 2 x 10 HF * 2 F� (r1a6ujiS �JSL rr3 T = 2 &o �e Load'e h y )Gr tepcdlk'lq do q " 366f Q o v = 75 /) 5L" W= 2,5 ' Loa�✓�y �rSG�es�' 11 360* - 2 3 i ' �MaX N�orney�t • : o 0.29 k' _ ¢2.� � ('vee �'` 3 �. i 1 1f 011� • t } t i � i i 1 . ; j i ; ;Jii4 iji 1 J j �4�► 'iii 11'.i• J , 1 , s� z irr W . � JU 0 0, N co LLI J = H TU- w 9-1 LL CO a =w -_ z� Zv w Uo co o� w w . LL u.i z co z 1 DU PLAN 2103S/A/2 STAIR TREAD D +L JOINT INFORMATION ----------- -- -- -- JOINT - -- COORDINATES -=- --------- - - - - -- JOINT LOADS --------------- PROPERTIES NUMBER X(feet) Y(feet) MOMENT(k -ft) X- FORCE'(kips) Y -FORCE (kips) 1 0 0 0 0 0 2 1.5 0 0 0 0 3 3 0 0 0 0 --------------- - - -- SUPPORT INFORMATION ------------- - - - - -- X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained Y- RESTRAINT Rigidly restr'd Rigidly restr'd Rigidly restr'd ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) ELAST (ksi) 2.6 1300 2:6 1300 z �w 6 0 0 U) o co w J H cn L w J LL a co a =w Zo 25 U o. O N o � w U Ll. O - -z w co Z MEMBER PROPERTIES ( ----------------- i MEMBER `LEFT' END `RIGHT' END AREA NUMBER Jnt. F/P Jnt. F/P ' (in2.) 1 1 P 2 F 13.88 I 2 2 F 3 P 13.88 ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) ELAST (ksi) 2.6 1300 2:6 1300 z �w 6 0 0 U) o co w J H cn L w J LL a co a =w Zo 25 U o. O N o � w U Ll. O - -z w co Z ♦ r MEMBER LOADING -------------------------- INFORMATION ?ryr Full & Partial ; <---- b - - - - -- ' �' y <= Span 'UNIFORM LOADS ���►��� TRIANGULAR ;� -� - }; LOAD z u' k/ f t) V (k /ft ) i n -v - - v v v v n — _ L R R J v UO G; s J sx MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d cn0 O NUMBER LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft) (ft) � �, 1 .0025 Q 2 .0025 co d: = H z � CONCENTRATED P (kips) F- 0'. z �. W LOADS. ; <---=- X- - - - - >; W (ft) D0 V F-- !: L R W W L) L Z. MEMBER N0. LOAD NO. P (kips) X (ft) co i 1 P _ 1 ;3 .75 0 F . z i • DU PLAN 2103S/A/2 STAIR TREAD D +L ' SUPPORT REACTIONS ----------------- >° r °�3 `+ JOINT >� NUMBER BENDING MOMENT X DIRECTION k -ft (+ clkwse) kips (+ rght) h; } 1 0 0 3 - 1.862645E -08 0 :.: ;:� 0 0 �1 C� a -- ---------- - - - - -- MEMBER END ACTIONS. ------------------ MEMBER JOINT BENDING .MOMENT AXIAL LOAD k -ft (+ clkwse) kips (+ rght) 1 1 (L) 2 (R) 0 4.289062E -02 0 0l 2 2 (L) 3 (R) - 4.289064E -02 0 { i z i i f i I p 0 Y DIRECTION kips (+ up) .1232813 .2109375 - 2 .671875E -02 END SHEAR kips (+ up) .1232813 .1804688 3.046875E -02 - 2 .671875E -02 L.- Z Z W' 6D . UO c l) o. W_ LL W O. LL Q. N d = WW Z �. Z O 2 5 U� O � WW U' LL OO Z U z MEMBER LOADING INFORMATION -------------------- - - - - -- Full & Partial ; <---- b-- - - - - >; ; TRIANGULAR Span i iiiiiii ; < - - >; ; LOAD UNIFORM ' LOADS ; < - -a - -> ; ; ; ; ;.; ; ; ; ;' (k /ft) (k / f t) v - v — v — v_ v v v v L R L , R • ; <---- d - - - - >; MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d NUMBER LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft) (ft) 1 . .0025. 2 .0025 .CONCENTRATED P (kips) LOADS ; <----- X- - - - - >; v L R MEMBER NO: LOAD NO. P (kips) X (ft) 1 P — 1 .3 1.375 i z - z : � D . cU 0 N 0: Co LLJ J � N LL w o l J LL ¢: N d F W z � E- O W LLj Mp O co): 0 H: WW V LL 0 z iii N , H �. O z r '{ DU PLAN 2103S/A/2 STAIR TREAD D +L SUPPORT REACTIONS JOINT BENDING MOMENT X DIRECTION NUMBER k -ft (+ clkwse) kips (+ rght.) 1 0 0 2 0 0 3 0 0 Y DIRECTION kips (+ up) 1.542535E -02 .3016493 - 9.574654E -03 END SHEAR kips (+ up) 1.5 253 E -02 .2883247 1.332465E-02 - 9.574654E -03 or Z IZ Uj 00 N wLU to LL W O. U- ?. CY = Z� z O- w w Do oN o � w LL O Z wco o H Z MEMBER END ACTIONS ------------------ MEMBER JOINT BENDING MOMENT AXIAL LOAD k -ft (+ clkwse) kips (+ rght) 1 1 (L) 0 0 2 (R) 1.717448E -02 0 2 2 (L) - 1.717448E -02 0 I ' 3 (R) 0 0 { i i Y DIRECTION kips (+ up) 1.542535E -02 .3016493 - 9.574654E -03 END SHEAR kips (+ up) 1.5 253 E -02 .2883247 1.332465E-02 - 9.574654E -03 or Z IZ Uj 00 N wLU to LL W O. U- ?. CY = Z� z O- w w Do oN o � w LL O Z wco o H Z Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): Grantor /Borrower: / / rG'�� /7`0�'�'JC$,, ' T"G 102a W -V, Q ✓�i✓rr -v�, GL�i�A-- �Udr 3 f' Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington j�/7 ✓�S a ✓G. fo % V�wr /�, v�- T�� Work Location: Abbreviated Work Description: D�1.W,aK f�2 �2y� Pa u) 4 G �v ir�G o • �IE cv�Al,lE RtEpc�cE� . NOW, THEREFORE, the parties agree as follows: _ The. Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page L of z �Z w UQ N C0 W J = NIL w La �° = �w Z � o zF- W o - ° F- wW LO iii z U= o� z r DATED this S day of 0 vo v& 200 GRANTOR(s): GRANTO s): - GRANTOR(s): _ individual(s) STATE OF WASHINGTON ) ' } ss. COUNTY OF KING _ ) _ On this 2 < day of Q�Ipvs'f , 200.�,-' before me a Notary Public in and for the §Iate of Washington, personally appeared v✓1 �• ZCit— D' ex 4eyes , and to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary' act of said , individual(s) for the uses and purposes mentioned in this instrument, and on .oath stated that.he /she /they was /were authorized to execute I said instrument. s IN WITNESS WHEREOF, I have here n s t my h nd d official seal the day and year first above writte . Na e• aHvk mb�+,w NO ARY PUBLIC, in and for the State of pMBUq i�, ���``�•� %�SIAENT'���j�i�� Washington, residing at A' .�'•,�,�, 0 00• ' o �. ! 0 �� : ° • 4 ����.�� My commission expires: 4z � d Old ' Page 4—of `' Z Z �w Q D J U. UQ N W = N LL w o U - Co D =a �.. w Z Wo UJ � o U O N o� w ui Z U =. P Z AML DATED this U day of 14kAQu -t , 200-5 GRANTEE: CITY of TUKWILA By. C Print Name: ames Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING - On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. - A. �OoNF 9C', Name: s . o OTA 9 (seal) ' `' `�, Ry N': NOTARY PUBLIC, in and for the State of i N ' P UB LtG y'• . s � Washington, residing at P e n�or) My commission expires: 6 - 16 - Page of t 4 1 Z Z W D 00 N 0 C0 W �� U) LL w U . i s z W ~ �o Z ~- w U� o C o�- wW LL O w Z U= Z NNW 11 1 t o nrl ME I I I , ..., �, i i - It ST. it r " If 1 . cc EXHIBIT A DEPICTION OF WORK LOCATION(S) PL T ;� L ---- —1- 7 I D zo It 1. 0 ;.'N 2 3 2 3 A Page of Z w 00 cl) 0 W w cl) U- 0 U. cl) D CY W Z I— 0 z H W UJ 5 cl) 0— ol-- W W F - LL 0 • z cl) O Z + +14 ..03 7\ I hJ Lu i 20 L PL T ;� L ---- —1- 7 I D zo It 1. 0 ;.'N 2 3 2 3 A Page of Z w 00 cl) 0 W w cl) U- 0 U. cl) D CY W Z I— 0 z H W UJ 5 cl) 0— ol-- W W F - LL 0 • z cl) O Z i j . i { INFORMATION MEMO TO: FROM: DATE: Mayor Steve Mullet Jim Morrow, P.E., Public Works Director September 16, 2005 19 SUBJECT: Sensitive Area Covenant and Hold Harmless Agreement Pitzer Homes, Inc. Development for Single Family Residence ISSUE: Accept a Sensitive Area Covenant and Hold Harmless Agreement. Agreement is required prior to final acceptance by Public Works of the Building permit. Permit No. — D04 -305 Site Address —14247 — 55 Ave. South, Tukwila Parcel No. — 076100 -0185 BACKGROUND: Owner has applied for necessary permits to develop certain real property. A portion of the Property contains sensitive areas and /or the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). As a condition of the issuance of a construction permit for the Property, the Owner is required to execute and record a "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. RECOMMENDATION: Mayor signs Sensitive Area Covenant and Hold Harmless Agreement. Attachment: Sensitive Area Covenant and Hold Harmless Agreement z i~ W UO U) o w= U. W O �Q rn D = a �W z f- o z f- �5 U O - o�- WW HU L o w z CO o� Z f� Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard' Tukwila, WA 98188 i i 1 Above this line reserved for Recorder's use - HOLD HARMLESS - SENSITIVE AREA Grantor /Borrower: IlzeX— Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): �n ��' 0 Section/Township /Range:. 1% G U 7' Assessor's Tax Parcel Number(s): d7�/(9d0/� Property Legal Description (abbreviated)— Q Jed t' A t1,01vac. Pfo f" o"1 f4 -e_ /�� �c�,� d_S COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page/ of -7 z Z G 00 = W J 1— to LL w O LQ Cj) = �w Z = i� 0 z �- w w U� O � 0 �-- wW �� � 0 ui z c U -- O z , ( "Grantor), and the City of Tukwila, a Washington municipal SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between / M C_ , (Individual(s) (Corporation) corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a- portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. _ WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and /or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain s&id subdivision plat approval, land use permits, and /or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally _described in Exhibit A, which is attached and incorporated by reference. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page Z- of I z �z �w JU UO CO co W J CO LL W U. ca T Z �_O z �__ UJI w 0 0 o f- wW LL O w z UN F- 1 : z Alaik 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on. said Z Property by reason of or arising out of the issuance of the permit(s) by the City for ~. development on said Property except only for such losses that may directly result from the w sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property J U N o is in an area of potential geologic instability (potential slide area), of the risks associated w = with development thereon, of any conditions or prohibitions on development imposed by _J the City of Tukwila, and of any-features in this design which will require maintenance or N U. w 0. modification to address anticipated soils changes. g 4. Grantor will maintain continuous insurance coverage as required by the permit LL authorizing the development. = C - w 5. Grantee's inspection or acceptance of any of the Grantor's construction or other ? work either during construction or when completed shall not be grounds to "avoid'any of z 0 these covenants of indemnification. UJ 6. This covenant and hold harmless agreement shall be a covenant running with �o p �. "the land and the rights and obligations -- contained herein shall run with and burden - the o F- Property, including each parcel comprising the Property and shall inure to the benefit of i U and be binding upon the Grantor and Grantee, their successors and assigos. "—' O w U= CO ~ O Z COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page of I k DATED this Z �� day of , 200 GRANTOR(�� GRANTOR(ST. " GRANTOR(s): individual(s) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this 2 day-of v- ' , 200_x, before me a Notary Public in and for the State of Was ington, personal Y•app ared•- v►� �2Gv d•F —,i�u2 w�v� Kc_ , and to 'me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have here et my han icial seal the day and year first above written. ♦ ♦�������u�r�����, N a (` �:.•Sw�x�.Fl�� NO ARY PUBLIC, in and for the State of ��•� �p ?�9 Washington, residing at O� Y% �' WAS H�� My commission expires: �OR�� �� l 9 ZovLD Page � of- OEIsisn z �z Q 2: JU UO CO 0 CO) Uj J = F- T LL WO 9 _ LL a. �D �w Z �- O Z�_ 25 D O N o� w �z ui CO oF- Z print name NOTARY PUBLIC in and for the State of Washington, residing at COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of — i i r'� DATED this day of , 20 : a GRANTEE: CITY OF TUKWILA tr Z Mayor , . ;�,- w. ATTEST: 1 City Clerk CO w N � LL .,. s: STATE OF WASHINGTON ) cc sS• County of King ) co a . w On this day of 20 before me, - ? the undersigned, a Notary Public in and for the State of Washington, duly UJ LU commissioned and sworn, personally appeared o fi and o �- known to me to be the =w LL Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal w z corporation that executed the foregoing instrument, and acknowledged it to be the ~ X. O free and voluntary act of said municipal corporation, for the uses and purposes Z mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. t WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of — i i r'� EXHIBIT A LEGAL DESCRIPTION OF PROPERTY 0 LOT 17, BLOCK 2, A.G. BERGS ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE(S) 14, RECORDS OF KING COUNTY, WASHINGTON. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page Of z JU uo� u co U. 0 ILL co :D co X Z W L W W 0 Z U) X O z c EXHIBIT B DEPICTION OF SENSITIVE AREAS D ST. ; Ac rf 20 14 10 MI t 14 z • #3 Is #•4 4 4_ Lot I 1 20 D ST. ; Ac rf 20 14 10 MI t 14 • #3 Is #•4 1 20 ;.'rY 23- 23- 4 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area 11 rF Yl) Page 2_ of 2 z Z w L) U 0 U) (3 cf) w W 3: U) U- w 0 2 � 9:3 U- CY W z 0 z �— W W 5 cl) W w L) LL 0 z U) z 14 Is 1A It 0:; 20 ;.'rY 23- 23- 4 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area 11 rF Yl) Page 2_ of 2 z Z w L) U 0 U) (3 cf) w W 3: U) U- w 0 2 � 9:3 U- CY W z 0 z �— W W 5 cl) W w L) LL 0 z U) z 19990915000980 CITY OF TUKUIL EAS 4 ITY'OF t:UK'WILA *"'D0CUMV T RECORDING as Return Address: CITY OF TUKWILA City Clerk's Department 6200.-So.uthcenter Blvd. Tukwila; W.A 98198 (266) 433-1 Document TfileQ!:): Easement S.' 1999091500098e PACE 901 OF 095 69/15/1999 KING COUNTY, UA 12. it X X it Parties: '•=t:%.,­0*" 1k 0 W as hi ngton it Other: Car son J'An.fia ' F irst ar�e Last Name N 9 Initials Company Name (if business) X 14224 SE 200th X Address City WA State Assessor's Property Tax Parcel/Account Number(s): Parcel No. 076100-0105 EXCISE TAX NOT REQUIRED King Co. Records Division 6_ Deputy .......... :9$0 t -,p A . Public WC;Mks ...2/25/97 it z Z D'. _3 U 00 Cl) Cl (1) w W J LL 0 LL cl) CY LU 3: z �_ ► 0 zl� W LU 5. C) 0 0 CO. Q Ir— W Uj 5 LL 0 L I U z C0 0 THIS AGREtMENT b .. 2 1 corporation of King Cc ANNA M. CARLSON" EN T id bietweed* the :C ITY of TUKWILA, a municipal I1* .� X y herehaafter termed, "Grantee" and i-haftef tc�6ned "Ofantor' WITNESSETH: X Grantory,,-..fbr valuable consideration doffs V�.,.these prOserxt'g grfint unto. the Grghtee a perpet-bal right-of-way easement through , ' and akrosg the d6scrilj S . h sit f6a in king County, A And shown on Attachment Bw ic propqrty�-is sit a Wr{shin gtori-. The purpose of the Easement shall betor.' ance of ii sanitary . - *mi-inte.h'** ........ ' : si�wer:inairt'.-and.appurtenances. Grantee shall have the riglii without prior '. institution itution ,. any suit or pfoceed-ing at law, at times may be necessary, to edter said proNoy, f op ii46' urpose"'of constructing, repairing, altering, monitorid . g, ..maintaining, .replacing 9 recons'tru'cting public facilities deemed fit or necessary the City of y Tuk se of m-'a ingoany connections therefor; provided that such constructing,,- re maintaining, replacing or reconstruct4of said-` iblic-.-`facffltips s.hall..'e accomplished in such a manner that the private improvements ek.-Isti.ng in this rj�ght-df­`W y shall not be disturbed or or:'destioy�d will be replaced in as destroyed, or in the event'.1hey are.'�isfurbe good a condition as they we I re y 4 fbri tbe' pr,6 - y': . ..was entered upon by the Grantee. The Grantor shall retain the ri 4i t '-said easement, so long as said use does not interfere* i the' repairing, altering, monitoring, replacing or reconstructing of'th6 public lic fLil.ify a so' lod'g'* permanent buildings, structures or improvemen6 placed od' said -. This. easement shall be a covenant running with the land and `'shall be b i hi n 1, successors, heirs and assigns of both parties hereto. PACE @of OF -.*@@5-.': §11151 V awa I ! FA CITY OF TUXWZL RAS 12.00 z Z Zj 00 Co a LU M U_ w 9:3 LL co = F- Uj Z 0 z �_ LLI LU 5 :)13 Cf) 0 a � LU W F-, 0 z ui Cf) 2 �_ X O ~ F- z As' A THIS AGREtMENT b .. 2 1 corporation of King Cc ANNA M. CARLSON" EN T id bietweed* the :C ITY of TUKWILA, a municipal I1* .� X y herehaafter termed, "Grantee" and i-haftef tc�6ned "Ofantor' WITNESSETH: X Grantory,,-..fbr valuable consideration doffs V�.,.these prOserxt'g grfint unto. the Grghtee a perpet-bal right-of-way easement through , ' and akrosg the d6scrilj S . h sit f6a in king County, A And shown on Attachment Bw ic propqrty�-is sit a Wr{shin gtori-. The purpose of the Easement shall betor.' ance of ii sanitary . - *mi-inte.h'** ........ ' : si�wer:inairt'.-and.appurtenances. Grantee shall have the riglii without prior '. institution itution ,. any suit or pfoceed-ing at law, at times may be necessary, to edter said proNoy, f op ii46' urpose"'of constructing, repairing, altering, monitorid . g, ..maintaining, .replacing 9 recons'tru'cting public facilities deemed fit or necessary the City of y Tuk se of m-'a ingoany connections therefor; provided that such constructing,,- re maintaining, replacing or reconstruct4of said-` iblic-.-`facffltips s.hall..'e accomplished in such a manner that the private improvements ek.-Isti.ng in this rj�ght-df­`W y shall not be disturbed or or:'destioy�d will be replaced in as destroyed, or in the event'.1hey are.'�isfurbe good a condition as they we I re y 4 fbri tbe' pr,6 - y': . ..was entered upon by the Grantee. The Grantor shall retain the ri 4i t '-said easement, so long as said use does not interfere* i the' repairing, altering, monitoring, replacing or reconstructing of'th6 public lic fLil.ify a so' lod'g'* permanent buildings, structures or improvemen6 placed od' said -. This. easement shall be a covenant running with the land and `'shall be b i hi n 1, successors, heirs and assigns of both parties hereto. PACE @of OF -.*@@5-.': §11151 V awa I ! FA CITY OF TUXWZL RAS 12.00 z Z Zj 00 Co a LU M U_ w 9:3 LL co = F- Uj Z 0 z �_ LLI LU 5 :)13 Cf) 0 a � LU W F-, 0 z ui Cf) 2 �_ X O ~ F- z ,ti• ,.t GRANTEE,: CITY OF TUKWILA TO "'• Nit, y,..N'' •JJ•J ANNA;. A I .:ON DATED this ; ,day o JUG',,,199 y, ti t' ,,: ,:,•,, By I •a,• ,i• i . J :t'STATE QIF WASHINGTON) " ` C0tWTY ) ' j - ertify,,:t$af I ktYOw;or have satisfactory evidence that ANNA M.CARLSON is the t erson who a aro b- fore''me ``and said person acknowledged that ' P PPe � P g signed this:insf#unent ackpowledged it to be lli�K free and voluntary act for the uses and mh in WITNESS my '''K nd and official seatberoto affixed the day and year first above { written. DATED• i1.i' ..at• NOTARY BLZ in and for the i o �,', a ~ State of Washington, ,J• '" residing at '!ao w� My aPPointmen xpires: •iJ.gr ,. yn .un.•.••y ' i h.n. •. PACE 003' OF �0S 0 0/3 5/ 1000 S1r CITY OF TUKNIL EAS KING c y., Wq': 12.00 i j z Z LL CW D , UO. (n o. W= J � CO LL WO 9 _ G_ d = W z� z 0 W U� 13 H_ W U.� U. O ui z z AV EXHIBIT A SANITARY SEWER EASEMENT X 'A ten f60t strip of 14-ha more described as follows: IF M1 e asorly t6 fe 'i of.-Wt4 ) and 3, in Block 2, A.G. Berg Addition to T Awi lik .. , a d ig q .�V or -Y j . iji* t).ii'-%e.-.Olat.4hereQ recorded in-Solume 17 of Plats, Page 14 Fing-'CoUJh!y-,`Washitjgton {ari No. 076100-0105); " t: . and, The southerly 30 feet of the feet oflot. Block-••2, of A..b ':: Addition to Tukwila, according tb the plk thditof'recoided in' Volume 17 of Plats, Page 14, r&or ofKiqg Pod ly,-W- d 'fi Rton {Pircel No. 076100-0105}; X all.jituate in the southwest 1/4 of Section 14, T....23 N, R 4-:W-::W. -V X X rr 3 1 Ty OF TUICUIL IFAS 3 Z Z W U� UO Cl) CO W CO U- w O 2� LL Q CO D T- a,, -W Z F- O. z �- W UJ 5 �0 C/), — a F- W W L) LL z W CO 0 Z� AV S T EXHIBIT B e" to 1 19 /t P. 770 0 1 1 4 �..r�v f 01 60 II `� Are. vi; Ac. Z W ti w 16 4 1 46 D 0 00 V co 13 Of 10% V I-Zi /44 e 0 14 o It S 2 cy W Or 31 a 0 S T EXHIBIT B e" to 1 19 144TH O 4a 4 .4 U:k )e uj 40 2 0 � g q — is c. 0, 73 /t P. 770 0 *1 0 �..r�v f 01 60 II `� Are. vi; Z W ti w 16 4 1 46 D 0 00 V co 13 Of 10% V I-Zi /44 e N-- 14 o LL V) S 2 cy W Or 31 a 0 16, 5 cf) (n 0 4 o03-5 W W 0 18 15 0 19 Li > /Za• 97 97 4 z t 12 16 Z3 0 t 4 445 ..:` 10 KD 4 oil X Lj goo, it Z5' � = 2 y1 p {4:• 9Z 00 60 1 I 9`�'o�s 20 I IZ4. e 2 -S 144TH O 4a 4 .4 U:k )e uj 40 2 0 � g q — is c. 0, 73 /t P. 770 0 *1 0 1 + 10 41 91 0 16" 01 60 Are. vi; Z W ti w 16 4 1 46 D 0 00 V co 13 U) w J 10% V 1Z.3. 3zd e N-- 14 o LL V) S 2 cy W Or F- 0 16, 5 cf) (n 0 4 17 W W 0 18 0 19 Li > 1Zf. 23 4 z 0 t 4 445 ..:` 10 ST. � zw I t MR We. %40 .. . 1 Wt .4111:-,t' PAGE 045.-.'OF 69/15/1999 11.13 KING COUNTY ,JA CITY OF TLJXUIL SAS 12.00 . . . . . . . . . . z Z W ti a D 00 co 13 U) w J CA U. w 0 N �� o LL V) S 2 cy W F- 0 z LU LLj 5 cf) (n 0 W W 0 z c) Li > 0 F- 4 z � zw I t MR We. %40 .. . 1 Wt .4111:-,t' PAGE 045.-.'OF 69/15/1999 11.13 KING COUNTY ,JA CITY OF TLJXUIL SAS 12.00 . . . . . . . . . . 20030627003719 RECORDED RETURNTO Y SI1 HU -613 1E3, INC 1464149I H AVQNUE SOUTH 'xUK ILA, WASHINGTON 98168 CUICAGQ °'TI ST 0 Cmr I T UD 19 COMPANY (3 ) tANW DEE 1094193 -1 • t� Dated JUNE9,2003 THE GRA t , ,ti.. • . ANNAMARI C RLSO�f,ANL'►NMAI;RIED,7ME ONE :: ; • tij ' for and in consideration of TEN DOLLARS AND OTHER GOOD A ID }yALUi�B[ B CONSIDEiWnONF .- in hand.paid, co{tveysand warrants to e..rex r.n a,.e.rwr.v a ..yscw..... -�•.. � SiDHEI HOMES,12�{C, A WASHINGTON CORPORATIO;`I + • ,,,,,.:' rrr�wr+pr.v.ruua ^nraamvcs.0 . �w,1 t ,t • the folloWing descnbed real estate satiated in the County of KUNG State.-of Washington Tax AccounfNumber(s) s 7 100- 0105• ; ' LOTS 1 3 �D "4'`,: G BERGS ADDITION TO ' iU ILA, ,:ACCORDING TO" •THF, "PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE.( ,14, IN KING COUNTY, WASHINGTON SUBJECT. -TO rEXCEPTION$ SET FORTH ON ATTACHED EXHIBIT "A" AND BY THIS:REFERENCEMADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN - ,i L ,• :g969:177 P1 12712001 16.41; RING.: COUNTY • UA:• . TAX;. 181 60 ;+ SALE :, #Y ;60ri 00 'PAGk @ @1 OF:001 LJi.vs�/ft L�wi2.�..0 —1 �tf✓iC.� //?�i.+• �'.o�f"'.'•/ .i. `+�• ,;�:''. ANNA MARIE CARLSON '6WD/JIDA /0199 ..... ., r 0 ,1 t' Z 11- '~ w W J • U 0 CO) N LL' W tL i Q TO i O U J Z O W Uj3 C C3 �__ W W r !: LL W Z U =. O Z I OU N OF WASHINGTON OF KING SS 0" , iftis DAY OF JUNE, 2003 BEFORE ME, THE UNDERSIGNED, A -- THE STATE OF WASHINGTON, DULY COMMISSIONED AND 0 i -.,SWO6 oa )r PERSONALLY APPEAR ANNA *- '?,yBLIC IN AND FOR ED MARIE CARLSON KNOWN TO ME TO BE THE ' TlkTn - TAlTDUAT-(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INST RUMENT AND ACkN6FLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND V6LUWrARY AL-Y' Ak DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED NOxA PR:NT-Err.*.. NAME NOTARY . PU]3Lild IN AJ .1 RESIDINd'.-..AT MY COMM I!fS-APN,,- T! N OTARY R.IRGENS NOTARY PUBUG S T5F 0 -WASHINGMN. TA '0 Cptl UST 2 *1 8 misgion. E G 14. ItTlo X .. ...... ..... x le .......... Z Z W7 62 D _3 L) L) 0 co) 0 Cf) Lu ui J cf) u- 6 u. D LU z 0 W �- W UJ 5 L) 0 CO. cl W W X c y O. Z co) O =vLrTnrr Escrow No 1094193 EASEMENT AND THE TERMS AND CONDITIONS THEREOF X GFJ�NTEE CITY OF TUKWILA, A MUNICIPAL CORPORATION PU SANITARY SEWER AA,�tA--`hFFE&ED « EASTERLY 10 FEET OF LOTS 1, 2 AND X S 3, AND THE SOUTHERLY 30 FEET OF THE EASTERLY 10 FEET OF LOT 4 SEPTEMBER 15, 1999 R.E IN.G N 19990915000980 rEkgER COVENANT tO BEAR ]?ART. OR UV OF THE C� Sg-.'- CONSTRUCTION OR REPAIR OF EASEMENT qi4WEDibVE2 AW-'ACNT PROPER'-.� PURPOSE OF -:EAS&ENT-' J . INGRESS, EGRESS AND UTILITIES RECOPDING.- Ep, 9709170643 X X X Z, W C.) oo W = LL ui 0 LL co) n uJ z I- 0 z H w w 2 :5 D 13 0 cl) 0 �in F- W LL L) —oi Z, o F " Z EASEMENT AND TH51 TERMS -AND -t' X GRANTEE F �TE#SON CONSTRUCTION, INC PURPOSE STORM OAT6 r)P.&;NAGE AREA AFFECTED • A 2.5-'FOQT TARObbli, OVER AND THE S OUTH Lf$E OF ; 014 2 RECORDED SEPTEMBER 1 X RECORDING NUMBER 470--9170642.. X ........ AGFiEEMgNT AND THE TERMS AND CONDITIO14• THEREOF S BETWEEb CITY OF TUKWI AND PUGET SOUND- -16WEFt & SOUND--16 E LIGHT COMPANY, A WASHINGTON" RP ON X Ricopi)zd MAY 10, 1971 X ""RECORDiNG NUMBER 7105100421 UPON THE APPL CATI 09 OF AN OWNER X COST TO PROVIDE AN UNDERGROUND SERVICE LINE X X X Z, W C.) oo W = LL ui 0 LL co) n uJ z I- 0 z H w w 2 :5 D 13 0 cl) 0 �in F- W LL L) —oi Z, o F " Z Addnu- F 'LEE STENSON CONSTRUCTION, INC. 1 4 4 S W 153rd Suite C tit tur,ien, Washington 98166 X S S W> 94 O Ab 7_ WfUMPO Mitt): I. Ingress zg#'eaw and U �-ty AV 'Easement 2. A X 3. X X 4. Al V % S Carlson 2 . X 4 . as ofdocum=L L F..? Leq!* StAnson Construction, Inc. ........ .. 9. X X 4. X .. as o .1;"& " !wk, plot or section, tow=Wp, naSe) Lots I ang 2 o f JfA. Berg Addition to Tukwila, Vol. 17 Pge 14 J Ai�itiosel ii as Anetwes Prap&q.•Tn ,Pgr&'I/Acc"61int:, .. T_ _Q7610Q_OjQ5 x 71GAVAIMMA. M Id y an iiAtiutn�etiaf pmvida form, The miff will not read the document irer8 .y &a!== a of,do j jnLbmWtift "mded burin. d X .......... X X fi x S MY Z D 00, to c. M W W J LL 0 2� 9-1 IL < :3 to CY W. 1-- 0 z �__ , W LLJ 2 5 D Q L) 0 �0 W W . 1: L) LL 0 Z 0 Z } o i i t t ti �. t• ,.•'., h aWj'''thi; / �� of July, 1997, by and between #• S�s1 i�IO0 " "TPC., a Washington Corporation, :.Aer*i kaftar AOX" {., �Grai�tog t a0d ..ASaA al. CAMAOK, hereinafter ,:. ,r Grantor, for val'eab a coiiaige,�a -4•, does by these presents grant. auto the Crantii a �erpat s uatormy "eater easesient 2.5 feet, through, aver hpd .wcromis t 'tie raitrrt,Q line q! the foil owing described prop•rtY t ;` Lot 1, Block 2, A.G. `' r 1lddit•:iop tio,.4Wmila, .,,a6b6rding to the plat thereof recorded iQ Volmmi 17 og Plitt*. *, phge,. 14, records of Xing County, llashingtat { Parcel ,lfo. /' eked A 2.5 atorat rater easetwnt "through, over and .Acrosa`•the sogih. N lin� oi:!:tbe fcllotting described 'property�s O Lot 2, Block 2, of A.G. Barg ndditiba•''to Tukriil$; 'I'liCaoMing to ' h the plat thereof recorded in Volww 17 of Plit4; Page 14, . :kecorc�s Q s1 #i Kiiig ;catu5ty, Washington {Parcel No. O kido'bio5j 1 ''all ; ?situite:;in the southwest 1/4 of section 14'', T'` i N, Sh41i, tt:l1. The porpoqe of t�M, sasesent shall be for store wate7E,.,ciia na a and os, r� , ol�:''for tbo :,bonsfit of the Grantee and owner 'of:' follow- iuq desar3risA paoperty: "dot 1,51 Block 2,X►. u. Berg,.,nddition to 'Tukwila, according to the BY&C"thateot. recorded Vcilune 17 of Plate, Page 14, records of tiag Cou tv Waihington {T'arcel No. 076100 -01951 and 3 Lot 20, Nitack 2, :4UG. 0erg,, Additiiiin, to Tukwila, according to the it Plat thsr rpc'osded in Vo]". 9;' 17-''of Plata, Page 14, records 1,.. of acing County, 11 b*gton MP rcel: NoA' 076100 -0200) ,"a chanter shall 'detain 'the xigit to use the surface of said easM seAt, so long sy said Fuses does.: not • i . tor9ere with the drainage and or ran off of stoM., watpr. Thti eyseasnti,.•shall be a covenant znnniug with the land and apall: :ba:'biiding dh the heirs and assigns of both parties,'-. her :•,;, is l ....;5„ rr ,. 1 • r ...,1•'.Y • ', •, .i' '' , !e :i Z Z WW C U0 W = CO LL W O -i LL Q ' U � S �W Z� i- O W LU U� O N O H W LL — 0 W Z CO O H Z § I X X : QRAWM 8 F. LIM STERSOM CONSTRUCTION, INC. MOR....J1 CARLSW - 1*Y OF t=Y, 1997 DAM TKI 1A4 STA= OF COUNT or Kim A I certify that I ihdw or hp * % sAt"I - sfacrd*y e Anna M. Carlson in the.."per'soil whq::: .�W and said person ack&;viod§W t signed this instrument AAd *ck to free and voluntary act for .oh4 uses' an in thim instrument. OvXed WITM&W mi-:-hand and offical seam her nt a, and uy4kr fkrst above written. D�►TMD* WM m - or Pt(pLid and for the X it I 14 I romMu6ng ac _#LA Ny t ' S X X X Z Z! LIJ D 00 (/)a CO) W UJ -J cl) U W 0 2 � 95 LL CY W z 3: 1-0 z �- LLI cr) 0 UJ LL J y LL LL o ui Z cl) 0 2 SIT EXHI ST' 15 . 3.3'-tE AC. m ) III Q. K) L 144 T H 4cp to 40 1ZL'. 7,70 JO JJAI 0 91010, II 01� ej o 9 0 0140 0 L. l2 j. /44 to 6 13 \ t 14 ZA-1 A d. 7 . 5 q 01 16 00 7 0 t4 003-5 -*3 18 01 11 25 /0 15 I.' X 3 497 n /Z;& 97 0 16 O' so 00 1 0 6 0. ,Z4 Z--r 00 08 1 9�� �� 1110000 20 /t9 GiS IZ4• C Z:5 4cp to 40 ST. 519.Zf It 0 7 r: Z'S• V, I 0 Kv ? ZZ 1ZL'. 7,70 JO JJAI 0 91010, II 01� ej o 9 0 0140 014.5 L. F oil AO to 6 13 \ t 14 d. 7 . 5 q 01 16 00 4 't g 17 0 /T4 oGG -*3 18 01 11 25 /0 19 0 ST. 519.Zf It 0 7 r: Z'S• V, I 0 Kv ? ZZ WS PAGE - $•F "5 09/15' 290 11' COUNTY CITY OF TUKUIL BAS I ti z Z w QQ 2 JU D 00 (I)a cl) w UJ cf) LL W 2 � 9 Ei LL < cf) =) cy W z ZO O W UJ cl) O I— LU w X Z LL 0 z f1i cf) U — O ~ M . 0 z N t ej o L. WS PAGE - $•F "5 09/15' 290 11' COUNTY CITY OF TUKUIL BAS I ti z Z w QQ 2 JU D 00 (I)a cl) w UJ cf) LL W 2 � 9 Ei LL < cf) =) cy W z ZO O W UJ cl) O I— LU w X Z LL 0 z f1i cf) U — O ~ M . 0 z SIGN SPACING = X (FEET) RurolRoods 45 MPH 500'- - Urban Arterfols 35/40 MPH 350'. - Urbon Streets Resldentiol Areas d 25/30 MPH Business Districts 200'• - Allslgns are black on orange unless otherwise designated. 20 G20 -2A END ROAD WORK 500' MAX. TYPE 3 L- BARRICADE CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35/45 30 60 25/30 20 40 W3 -2A R1 -2 /W R/W B/Y W20 -4 'SOD NE LANE ROAD AHEAD < R8 -3AP TO By ONCOMING TRAFFIC 100" i 15' X I X X MAX r LEGEND q SIGN LOCATION - TRIPOD MOUNT C o o TEMPORARY TRAFFIC CONTROL DEVICES S FLASHING WARNING LIGHT TYPE 3L BARRICADE NOTES 1. EXTEND DEVICES TAPER ACROSS SHOULDER. 2. SIGN SEOUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE HIGHWAY. 3. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCD) SHALL BE USED TO MARK TRAFFIC CONTROL DEVICES AT NIGHT. 4. FOR USE WHEN TRAFFIC VOLUMES ARE SUCH THAT SUFFICIENT GAPS EXIST FOR MOTOR VEHICLES THAT MUST YIELD. 5. DRIVERS MUST HAVE ADEOUATE SIGHT DISTANCE TO SEE OPPOSING TRAFFIC AS THEY APPROACH. OTHERWISE W20 -1 FLAGGERS AND /OR TEMPORARY SIGNAL IS REQUIRED. ROAD WORK RHEA[ 500" MAX. ROAD WOF G20 -2A COR RECT101V LTA #.� BUFFER DATA BUFFER SPACE = B nurcnAREA 25 30 35 1 40 45 0000 55 n CL —p a---a Q CL--G c _a„ q___A 120 2 "MIN. r LEGEND q SIGN LOCATION - TRIPOD MOUNT C o o TEMPORARY TRAFFIC CONTROL DEVICES S FLASHING WARNING LIGHT TYPE 3L BARRICADE NOTES 1. EXTEND DEVICES TAPER ACROSS SHOULDER. 2. SIGN SEOUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE HIGHWAY. 3. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCD) SHALL BE USED TO MARK TRAFFIC CONTROL DEVICES AT NIGHT. 4. FOR USE WHEN TRAFFIC VOLUMES ARE SUCH THAT SUFFICIENT GAPS EXIST FOR MOTOR VEHICLES THAT MUST YIELD. 5. DRIVERS MUST HAVE ADEOUATE SIGHT DISTANCE TO SEE OPPOSING TRAFFIC AS THEY APPROACH. OTHERWISE W20 -1 FLAGGERS AND /OR TEMPORARY SIGNAL IS REQUIRED. ROAD WORK RHEA[ 500" MAX. ROAD WOF G20 -2A COR RECT101V LTA #.� BUFFER DATA BUFFER SPACE = B SPEED (MPH) 25 30 35 1 40 45 LENGTH (feet) 55 1 85 120 1 170 1 220 of W, RECEIVED CITY OF TUKIMLA �� °A s'ce�� ° �• �� s /OVAL E� AU 2 5 2OD5 EXPIRES NOVEMBER 23.. PERMIT CENTER /O2 ]MI rLWQNOr .ILGtbCYtAW Q�QMA1QlCI.VRLV[fAR ll( GiNM�LOtdHMY.C/H11NOM.q"lDlgA#t iGlQ41l(Y//ll rMwu.ICmvn rsm�unnwrnwwvar nw w�swreeorrua I+uwuoinr. LANE CLOSURE ON LOW- VOLUME TWO -LANE ROAD WITHOUT FLAGGERS STANDARD PLAN K -22 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peteifeso 92 -20.02 _ STATE DESIGN D/GN m MTE wQ.NVm 5ft% dTlmrpo.**I— �Do�l- dos W1 -4R NOTICE: IF THE DOCUMENT IN THIS F TM OF THE DOCUMENT. EN THIS NOTICE,IT IS DUE TO THE QUALI Construction Cost Estimate In ROW at 14247 55 Avenue South Tukwila, WA. Total cost estimated in ROW is $15,000.00 to replace existing driveway cut with curb and gutter, install new driveway cut, saw cut existing sidewalk for utilities (power, telephone, cable), replace existing sidewalk. Water line installation to include saw cutting existing street pavement approx. 2 feet x 20 feet and 2 feet in depth, backfill and to repave. All above work will be accordance to City of Tukwila specifications. 1 P Homes, I im Pitz r, Pres d nt ,?� Q CITY OF TUKMLA Dated AUG 2 5 2M PERMIT CENTER CORRECTION LTR # it p04 -3o� z l_ W: �U UO N 0' J H N U- W O. 2 Q LL Q. �D =a � W. i z I- Z° W 2 5. U� 0- o �. _ �. -O w z U= z �r 1 • i� ,rte -- • July 18, 2006 city of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director Pitzer Homes �7 46533 84 Avenue SE Enumclaw, WA 98022 ;i Subject: Pitzer Construction Permit # D04 -305 Pavement Mitigation Fees To Whom It May Concern: Enclosed please find check # 325007 in the amount of $990.00. This check is reimbursement for pavement mitigation fees on the above mentioned permit. There was no pavement cut per Greg Villanueva, Public Works Inspector. If you have any questions, please feel free to call me at (206) 433 -7184. Sincerely, j Laurie Werle Permit Technician enclosure i (1 PermlOond Release/Bond Release D04 -305 Pitzer) 6300 Southcenter Boulevard, Suite X100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206.431 -3665 • i :. z �w aa JU UO (0o CO) J �.. N LL w O L L CO)� _v �w z w o. � o CO w U_ - O. w z CO U O z p :� �O l0 �90a N � February 28, 2005 Mr. John Tamburelli Davis Real Estate '^ Y City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1201 Monster Rd SW, Suite 320 Renton, Washington 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -305 Pitzer Construction — Bldg #1 -14247 55` Avenue South Dear John: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made its person and ivill not be accepted throueli the mail or by a m essenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefani Spencer Permit Technician encl xc: File No. D04 - 305 6300 Southcenter Boulevard,'Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i Z H '~ W JU U CD Cl J = S2 LL w O LL co D. =d �. w Z I— O Z !— W W U� ON W HF LL O. .Z w OF z PUBLIC WORKS DEPARTMENT COMMENTS DATE: PROJECT: PERMIT NO: PLAN REVIEWER: February 7, 2005 Pitzer Construction D04 -305 Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Your site plan didn't include water, sewer, or power /telecommunication services to the proposed residence. a) Show proposed water service that will serve your house. Show location of new water tap off the existing water main in the street, proposed location of the 3 /a" domestic water meter, and service to the house. For residential development, water connection shall be a minimum of /a" and shall use one section of copper tubing Type K continuous from the main the new meter without any joints. b) Show power /telecommunication service to the house. Please note that all utility lines shall be placed underground. The City of Tukwila undergrounding ordinance does not allow overhead connections. c) Public Works records indicate that there is no sewer line in 55` Avenue South in front of your house. You have a choice of extending the sewer main in the street and installing a new stub to serve the proposed residence, or you may tie into your neighbor's stub since the City may allow two properties on one sewer stub. Applicant shall schedule a meeting with Mike Cusick, Public Works Senior Sewer and Water Engineer at (206)431 -2441 to discuss sewer design options. Sewer design shall be prepared, stamped, and signed by a licensed civil engineer. The property owner might have to obtain an easement from the adjacent property owner for the sewer connection. 2) The proposed storm drainage design seems to be contrary to the drainage recommendations in the June 23, 2004, Ferrer Property geotechnical engineering report prepared by Cornerstone Geotechnical, Inc., which recommends surface water be collected by permanent catch basins and drain lines and be discharged into a storm drainage system. Public Works recommends at least half of the roof downspouts and driveway drainage be tightlined to the existing system in the street. Please have your geotechnical engineer review the storm drainage design plan (plan sheet no, title, date, last revision no.), amend the storm drainage paragraph on page 8 of the geotech report, and submit a letter stating the proposed design incorporating a dispersion trench meets the geotechnical report recommendations. 3) Cross reference the geotech report on your site plan. Show report title, date, name, address, and phone number of the geotech firm. 4) Please note that you will be subject to a pavement mitigation fee if you disturb /open cut existing roadway pavement as a result of this development. z '- w o � JU UO ND CO W J = CO LL w J LL (1)a =w z� HO z E-- w w U O- 0 I- wW �O .z w CO) O F- z D04 -305 Comments Page 2 February 7, 2005 5) The property owner shall sign: a) A Hold Harmless Sensitive Area Agreement since the property has Class 2 slopes. This document will be recorded against the parcel. b) A Hold Harmless Right -of -Way Agreement which will stay on file with the City Clerk's office. Both agreements require owner's signature to be notarized. (P:Laurie Admin /Joanna /Comments D04 -305) Z Z �W QQ JV U ca o w =. U) LL W O LL Q CO d 9A LU Z H H O Z I-- O CO O F- W —O LLi Z U N; O Z - Blue S ky LANDSCAPE SERVICES INC. January 25 "', 2005 Brandon J Miles Assistant Planner City of Tukwila Department of community Development RE: tree Clearing Permit, 14247 55 Ave. South Dear Mr. Miles 1124 VALLEY AVENUE NW • PUYALLUP, WASHINGTON 98371 -2540 (253) 845 -2222 • Web Site: www.blueskyland.com/ • FAX (253) 770 -8891 RECEIVED CITY OF TUKWIIA FEB a 2 2005 PERMIT CENTER This is in regards to the comments you gave concerning the removal of significant trees at 14247 55 Avenue South. 1. The surveyors did not identify the trees because they did not have the means to accurately identify the species. All of the trees surveyed are considered significant and will be replaced in accordance to TMC 18.54.130. 2. The resubmitted plan contains a table like that found in TMC 18.54.130 indicating the number of significant trees of each diameter to be removed and the number of trees to be replaced in accordance with the ratios indicated in the ordinance. 3. The resubmitted plan contains more trees being equally distributed around the upper portion of the site. This is done so that it will help not disturb the native vegetation that already exists on the lower half of the site. It is also done so that the new trees can be clustered in with the existing trees to help support each other and promote a diverse urban habitat. 4. The plan has been resubmitted with measures to be used for protecting the trees being retained in a note. This note states that all existing significant trees (4" cal. and up) are to be marked with tape and noted to all contractors before working on the site begins. Any tree damaged will be replaced at the contractors own expense at the ratio of 2 to one or with the table found in TMC 18.54.130 witch ever is greater. Sincerely, 95 FO Brian T. Stark, RLA, ASLA, Blue Sky Landscape Services INC. t)0440305 LICENSE #BLUESLS 152 JP z Z W , t 7- J V UO Cl) 0 w= J N U. w O U. Nd = W tr O z F- W LU �p U 'O co Q1-- Uj H U' u. 0. W CO) F= _ - O z A -05 09:00AM u i A FROM -Davis Real Estate Group 4252289227 T -940 P.002/002 F -288 Clay of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The landscaping plan needs to be updated to address the above comments. When you resubmit, provide a cover letter addressing each of the above comments. If you have any q cations, please call (206) 431 -3684 or sent an email to bmiles2.6takwilama.us. i Sincerely, ran n J. i les ' Assistant Planner CC. File ('LOS -002) 6300 SouPhcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 -431 -3665 Z moZ ; QQ U.. J UO N O January 13, 2005 LU S2 U_ Mr. John Tamburelli ui 1201 Monster Rd SW, Ste 320 R::iltuh, +`r'r' 9Sv ^ 55 J N RE: Tree Clearing Permit, 14247 55 Ave South z = Dear Mr. Tamburelli: z O The City's Urban Environmentalist has reviewed the associated landscaping permit for the removal 2= D o of significant trees at 14247 55"' Avenue South. The City has the following comments: p co 1. The clause that allows the use of tree canopy over approach (TMC 18.53.140) applies when = v the cost of identification and measurement of sizes of individual trees is inordinate relative to H the project. Since the applicant has surveyed and measured the diameter of the individual - z significant trees on the property the tree species should be indicated on the plan. w co 2. Using the standard method of calculating tree replacing, planting on six trees does not meet 0 code. A tree replacement table should be shown on the plant, like that in TMC 18.54.130, Z that indicates the number of significant trees of each diameter to be removed and the number of trees to be replaced in accordance with the rations indicated in the ordinance. 3. Replacement trees are only shown along 55 Avenue South. The applicant should consider tree replacement on the slope behind the house as well. Planting of native species on this slope is recommended, as one of the purposed of the Tree Regulations is to promote retention ofnative vegetation in sensitive areas. 4. The plan should indicate measures to be used for protecting the trees being retained. The landscaping plan needs to be updated to address the above comments. When you resubmit, provide a cover letter addressing each of the above comments. If you have any q cations, please call (206) 431 -3684 or sent an email to bmiles2.6takwilama.us. i Sincerely, ran n J. i les ' Assistant Planner CC. File ('LOS -002) 6300 SouPhcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 -431 -3665 7 140 PI- December 8, 2004 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. John Tamburelli Davis Real Estate 1201 Monster Rd SW, Suite 320 Renton, Washington 98055 RE: Letter of Incomplete Application # 2 Development Permit Application D04 -305 Pitzer Construction — Bldg #1 — 14247 55` Avenue South Dear John: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 18, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Deuartment: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincere y, Stefama Spencer Permit Technician Enclosures File: Permit File No. D04 -305 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z '~ w a QQ � JU UO 00 CO LU J X N LL WO �QQ U- d H W Z Z F- 1— O Z U� O o E- W H �. LL O W Z U CO O Z .. ��F- 1 1908 i City of Tukwila Steven M. Mullet, Mayor Department of Community Development PLANNING DIVISION COMMENTS DATE: November 30, 2004 CONTACT: Phillip Kitzes RE: D04 -305 ADDRESS: 14247 55` Ave S. Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. Label all significant trees to be removed as part of this development. Clearing of trees on any steep sloes is subject to tree regulations of TMC Chapter 18.54. Significant trees are defined as all trees expect cottonwoods that are 4 inches in caliper measured 4.5 feet above grade. Also, refer to TMC 18.54.080 for more information related to trees that must be shown on the survey. Also see TMC 18.54.130 for criteria to be used to authorize removal of significant trees on steep slopes, specifically refer to the replacement tree ratios and sizes for replacement of trees. A tree clearing permit application is enclosed. Note: The City is currently updating its regulations regarding wetlands, watercourses, and slopes. Your application is currently incomplete. In order to be vested under existing City regulations you must submit a complete application by the effective date of the new regulations. If a complete application is not submitted by the effective date of the new regulations your project will have to comply with the new regulations. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax. 206 - 431.3665 Z �Z '~' w JU U Cl) 0 J :r N LL w O La UD = w z3 E-- O Z F— w U� O N' 0 F- wW U �O ti! Z . co O Z �, 7 = City of Tukwila Steven M. Mullet, Mayor W O �' '•. 2 Department of Community Development Steve Lancaster, Director �'• .. ••fir 1908 August 26, 2004 Mr. Phillip Kitzes PK Enterprises 23126 SE 285 Street Maple Valley, WA 98038 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -305 Pitzer Construction — Bldg #1 — 55 Avenue South - Dear Phillip: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 19, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildina Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please show, on the plans, the method and location for the footing drain discharge system. 2. Provide the complete redesign of the house under the 2003 International Residential Code and the 2003 Washington State Energy Code. 3. Provide soil classification per the 2003 International Residential Code. Plannina Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in Gerson and will not be accepted through the mall or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician Enclosures File: Permit File No. D04 -305 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �z J V U U 0 CO W J = F— N u- WO U J Q U D = F— W Z F— F— O W D U CO O F— W F— H — O .Z W U N P _ O F-' Z 1908 MEMO RE: FROM: DATE: v.M City of Tukwila Steven M. Mullet, Mayor Department of Community Development Incomplete Application for D04 -305 Brandon J. Miles, Assistant Planner 1 1^ August 24, 2004 Steve Lancaster, Director The above application is incomplete; the following information needs to be provided: 1. Since the project contains steep slopes a Geotechnical Report must be prepared and submitted by the applicant. According to City maps the slopes on the property are class two. Geotechnical reports for class 2 areas shall include at a minimum a site evaluation review of available information regarding the site and a surface reconnaissance of the site and adjacent areas. Subsurface exploration of the site conditions is at the discretion of the geotechnical con;:ultant. As it appear from the plan, the slope will be altered as a result of this project, the following must also be demonstrated: a. There is no evidence of past instability or earth movement in the vicinity of the proposed development, and quantitative analysis of the slope stability indicates no significant risk to the proposed development or surrounding properties; or b. The area of potential geological instability can be modified or the project can be designed so that any potential impact to the project and surrounding properties is eliminated, slope stability is not decreased, and the increase in surface water discharge or sedimentation shall not decrease slope stability. 2. Removal of significant trees on steep slopes requires the issuance of tree clearing permit (application enclosed). A significant tree is defined as a tree, (cottonwood excluded) which is four inches or ore in diameter as measured 4.5 feet above grade. 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z Z �Ce w: QQ 2 J V 00 ND CO W J = w 0 � LL Nd =w z t - 0 z a- w Do U ON .o 1 ww LL O z CO w O Z , 7- . .� w<.. e., rJ.•. .a•.,c: �:, .!{:.t: ;a.r,�+zf;�'r ;f.'w'r tµ4+ rn3k' iC« 4, �,'� "ar.:;•i.�:?'ru.�1:d'rr`�x• uw: tt:: i4.: i�twtwi: CU: io{ t�ixw ,iL::i:+:ati:lffii4ynLGa,(�W1.: " d r + 91id.�l '�ur::n:,tilaTuwtl✓.�:i:J+ui. , CITY OF TUKWILA PUBLIC WORKS PROIECT REVIEW COMMENTS www.ci.tukwi1a.wa.us Development Guidelines and Design and Construction Standards Project Name: Pitzer Permit #: D04 -305 Review #: NA Date: 08.23.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. Permit submittal is incomplete. The plans must show utilities and work in the right -of- way. Please refer to the Public Work's Development Guidelines and Design and Construction Standards, available free on the web or for $50 at the Public Works Counter. 2. Permit submittal for right -of -way work must include the items checked on attached Bulletin A4. Projects /D04 -305 Gem Bldg 1 1 z iZ W' QQ � J V UO �o J = S2 LL W O U- S2 d �w f z F O. z I— UJ U� o C o �- W w. �U U- O w z U =. OH z rMir coop PLAN REVIEW/ ROUTING SLIP ACTIVITY NUMBER D04 -305 DATE: 8 -25 -05 PR03ECT NAME PITZER HOMES - LOT 1 SITE ADDRESS 14247 55 " S Original Plan Submittal Response to Incomplete Letter_ X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ b is Works Structural ❑ Al[.j X., ► 0< DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑" I Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions 1K Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 Planning Division ❑ Permit Coordinator.. DUE DATE: 8 Not Applicable ❑ z �~ W JU 00 N co W W_ �U- w UQ = �. w z Wo �� UC3 O - o F- wW u6 O 111 z U= O z PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -305 DATE: 05 -20 -05 PROJECT NAME: PITZER CONSTRUCTION - BLDG #1 SITE ADDRESS: 1424755 TH AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division P �u o*ks , Structural El Permit Coordinator K rin,Ua'a DETERMIN&13QN OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 71TING: Please Route Structural Review Required REVIEWER'S INITIALS: 10 APPROVALS OR CORRECTIONS DUE DATE: 06 -21 -05 ❑ No further Review Required DATE: DUE DATE: 05 -24 -05 z '~ w u � JU UO CO W W J � CO W WO U. � =w ? F- Zo Uj W U� ON 0 N w tL O •z U= O z PERMIT COORD COP, f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -305 DATE: 01 -06 -05 PROJECT NAME: PITZER CONSTRUCTION - BLDG #1 SITE ADDRESS: 1424755 TH AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision #after /before permit is issued DEPARTME �1� Buildi egV %sP S: d'n 0 F ire Prevention ❑ P nf�ing Aiv�m 0 Public Work Aid �,��� Structural ❑ Permit Coordinator ic DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -11 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route [Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: S Documents/routing slip,doc � b Ekfi COO COPY 2 -28.02 DUE DATE: - 02 -08 -05 Not Approved (attach comments) z w� � D. UQ w= H (0 U _ w O LQ = �w z �. �_O z�_ W �5 U� O - off wW �O •z W U= O z ;-� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -305 DATE: 11 -23 -04 PROJECT NAME: PITZER CONSTRUCTION - BLDG #1 SITE ADDRESS: 14247 55 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision #_afteribefore permit is issued DEPARTMENTS jP 1/ Building Division IN Fire Prevention ❑ PI InXg Division Q Public Works 1E Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th s.) DUE DATE: 11 -30 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only !2- -0 INCOMPLETE LETTER MAILED: / LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping;� PW ❑ ' Staff Initials: S TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 12 -28 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routingslip.doc PE RMIT COORD COPY 2 -28 -02 z ;3: z �w JU UO co Lu J = CLL o w J � = w z� �_O z�_ w U� o CO_ � wW LL O W U= O~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -305 DATE: 08 -19 -04 PROJECT NAME: PITZER CONSTRUCTION - BLDG #1 SITE ADDRESS: 143XX 55 AVENUE SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: Building Division M r, i h(, q -4 Fire Prevention Structural ❑ Pla Wing Division [ii Permit Coordinator J/ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -24 -04 Complete ❑ Incomplete T� Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 6-0' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg X Fire ❑ Ping X PW kr Staff Initials: 4es TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: IN APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rou ft sllp.doc PERMIT C O O R D COPY 2.28.02 DUE DATE: 09 -21 -04 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z w JU UO N J f— Lo U- w La =a z HO z F- w w UO co o I- wW �F- �O z w U= O z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: htt12:11Mvmci.tukwi1a.tiva.its AWL I Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D04 -305 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 4 0 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name PITZER HOMES — LOT 1 Project Address: 9 - Contact Person: 14247 55 Avenue Phone Number• (:?6�)9V — ZZ 2- e Summary of Revision: ® I se 4 /.� CIV OF TUKWILA t (� n�erj'Ihi i /1a�l�r.�,�css AUG 2 5 2005 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: „Z Entered in Permits Plus on a applications \torms - applications on line\revision submittal Created: 8 -13 -2004 Revised: z �Z '~ W �U 0 (n o Co LU J 7: N U WO J LL Q �D = �. W z f- �— O w U� UJ ON Q Ww 2 1` C.). LL O � z CO) O z PERMIT CENTER �F N� 2 1908 REVISION SUBMITTAL City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /xnvw.ci.tuktivila.iva.tis Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number D04 -305 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Pitzer Construction — Bldg #1 Project Address 1424755 th Avenue South Contact Person John Tamburelli Phone Numbe 2c FZO r Z ZZ-G Summary of Revision: j PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: !ate Entered in Permits Plus on pplications torms- applications on line evision submittal Created: 8 -13 -2004 Revised: Z ~ W f� 2 6:3. U O ND CO w J � U. W O LLQ �D = �w F— O Z I-- w w U� O- o�- w w z U= O I-- Z tr.. .... .�.u.+..ix:aiw �,.wJ `l:.�tiysuK. r.�,tim:.,Xi. ' ii sw�. �i�. a.,.:. .t�:•2:...ws:+w:.�.:s:.:�::�::c — -' +.- o-2xa. '.+ t _ �.- t��s+:� lr,t:. �J� VJII.A " �qs 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: httn :Mvmv.ci.tr(kwila.tiva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / /-" . ate: 1 - o 5 Plan Cheek/Permit Number: D04 -3 AI ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PITZER CONSTRUCTION - BLDG #1 Project Address 1424755 TH AVENUE SOUTH Contact Person John Tamburelli Phone Number &O) 1 Z0 N 4 i � �c z Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: INCOMPLETE ,ET Entered in Permits Plus on l l' 0 S R# z 3:2 �w QQD JU 0 CO 0 CO) S2 u. w 0 g �Q N � = C% F w zF- F- O w ~ w U� ON 0 E- w �P U- 0 .z W U= O z JAN It - r� ' 68 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: h ttp: / /unvw.ci.ttik- tivila.wa.tis Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date // 23 aZI Plan Check/Permit Number D04-305 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # r-IT RO TI KWII a ❑ Revision # after Permit is Issued NO 2 3 2004 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name Pitzer Construction — Bldg #1 Project Address 55 Avenue South Contact Person: ��_� �/ Phone Number. 'y2s ZJ''�1 S9 4 !!:� Z Z(v Summary of Revision: i l v �" - �} �/ S� t5 �'- Co.�p ed cs'.�'•�► �2a cv i �, X1.3 ' '�i' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; S�es [p", Entered in Permits Plus on f�-.?.?--b pplications forms- applications on ImeVevision submittal Created: 8 -13 -2004 Revised: Z ;F— cQe W JU . UO Co 113 co W J � N LL W O LL Q N = F . W z F— O Ul Z F- W U O N a F— WW F— ll. O id U O z Department of 1 O Natural Resources and Parks Residential Sewer Use Certification Wast Treatment King County (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity. charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name P I T 7 12 J I in ( P I T Zt✓ 9- co Ns (Last, First, Middle Initial) Property Tax I.D. Number 67 G 100 - b I BS ' Subdivision Name A.cn • Subdiv. # Lot # 1 ­7 Block # 2 Building Name lA (if applicable) Property Street Address 1-4 AyE S City, State, Zip TU 1! 1 , W AS Owner's Mailing t, * Address 1 0 - 2-0 A" STzGVzT SI 8 (If different from above) / 1:0 f � \�sA °.� Fi Q 1 Owner's Phone Number ( -iSl- Property Contact Phone Number (ZS ) 3�'S• �- °� Party to be Billed P i T - z-e 12. C- u%`STzut T1 Vi (if different from owner) Party's Mailing Address 1 'A s T 1xts toT City or Sewer District Date of Connection T f3D Side Sewer Permit # T Fbo D Demolition of pre- existing building? ❑ YeSANo Type of building demolished? W/4 Je Sewer disconnect date ? __� For King County use: Account # Monthly Rate Six Month Due b. } J^ Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 C ��'pF C F/tr F ❑ Duplex (0.8 RCE per unit) 1.6 406 T 0 /4j ❑ 3 - Plex (0.8 RCE per unit) 2.4 9 ZQ ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) N EE No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected �data / for determination of a revised capacity charge. Signature of Owner epresentatj Date J Print Name of Owner /Representative l I L�- ► t 1G tT'Z -�.5 C Z.r:�, z�' . 4�'�� 1057 (Rev not) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z W J UO 0 w= t- WLL w LL � =w i- _ z� t-- O W �5 U� O N o� W W LL 0 Iii U= O z I r Look Up a Contractor, Electr i or Plumber License Detail Page 1 of 2 Topic Index Contact Info s Search Home � Safety R Claims Et Insurance fi Workplace Rights Trades It Licensing r Find a Law or Rule Get a Form or Publication I Look Up a Contractor, Electrician or Plumber General /Specialty Contractor f A business registered as a construction contractor with I-Ed to perform construction work within the scope j of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment ,of account and carry general liability insurance. . . .... .........._._...........__..,.. _.._... E License Information License PITZECC993R6 Licen Name PITZER CONSTRUCTION CO INC l Licensee Type C014STRUCTION CONTRACTOR i UBI 601741780 Verify Contractor Premium Status Ind. Ins. Account i Id 0 i Business Type CORPORATION Address 1 46533 284TH AVE SE Address 2 City ENUMCLAW County KING State WA E Zip 98022 Phone 3608259159 I Status r ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/26/2001 t Expiration Date 12/26/2005 Suspend Date Separation Date Parent Company i Previous License CONTRWS021 B7 Next License PITZEH197804 Associated License Business Owner Information 1 Name Role Effective Date 1 9$ q� �° r� A /T 9 ?0o i� � b 0qoor3air https: // fortress. wa. gov /lni/bbip /detail.aspx ?License= PITZECC993R6 8/17/2004 Z �Z �w QQ JV UO O co N u_ W O J u_ ¢ D = �w z X Z0 uJ 5 U� O WW H u_ O U O Z Look Up a Contractor, Elect rian or Plumber License Detail ,...; PITZER, JAMES M JR Bond Information PRESIDENT 12/26/2001 ` Bond Bond Company Policy Effective Expiration Cancel Impaired Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date CUMBERLAND CAS Et AMERICAN #1 SURETY CO MB37361 12/04/2001 $12,000.00 12/26/2001 Savings Information , No Matching Information SPEC INS Page 2 of 2 Insurance Information I Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amou Date x " NORTH AMERICAN 1 #3 SPEC INS CO BXG000638400 10/28/2003 10/28/2004 $1,000,000.00 10/24/2003 CLARENDON I NATIONAL 1 #2 INS CO 50CL419884 09/18/2002 09/18/2003 $1,000,000.00 11/07/2002 1 #1 MARYLAND CAS COSCP338732..... 42 09/18/2001 ,09/18/2002 .........._.._. ......._................._...._ _....._._ ._._........:,.._.............. ,12/26/2001 Unsatisfied Summons / Complaints Information No Matching Information Start a New Search Printer Friendly Version - . About L6tl I Find a job at LEtI I Informacion en espanol I Site Feedback 1- 800 - 547- 8367 w ' QJ Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the � washingttM 1 e of Washington. state as ton. g Access Agreement I Privacy and security statement I Intended use /external content policy Visit access.wa.gov Staff only link https:H fortress. wa. gov /lnilbbip /detail.aspx ?License= PITZECC993R6 8/17/2004 .zz '~ W � 6D UQ N CO) LLI W = H N LL W O �-J LL � = to z ZO W UJ 0o U O N OH WW H O z N H H O z Look Up a Contractor, Electr�Pkp or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License PITZEHI978Q4 Licensee Name PITZER HOMES INC Licensee Type CONSTRUCTION CONTRACTOR U BI 602313880 Ind. Ins. Account Id Business Type CORPORATION Address l 46533 284TH AVE SE Address 2 Cancel City ENUMCLAW County KING State WA Zip 98022 Phone 2536329159 Status ACTIVE Specialty l GENERAL Specialty 2 UNUSED Effective Date 11/24/2003 Expiration Date 11/24/2005 Suspend Date Separation Date Parent Company Until Previous License PITZECC993R6 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PITZER, JAMES M PRESIDENT 11/24/2003 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY & Until #2 INDEM CO 544074C 11/05/2004 Cancelled $12,000.00 10/20/2004 CUMBERLAND Page I of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License = PITZEHI978Q4 09/26/2005 Z Q� =W. UO 00 co W J = I— NU W O W N� T i.-W Z I•- 1— O Z H W U J �p U ON Q }- WW �0 �6O W Z U= O Z J X• Y T VICINITY MAP (NTS): 4 11 1 a l - i i i N ' ' 1 I N 1 N � ' N I I 1 I I I FIGURE 5.I.2.A TYPICAL DOWNSPOUT DBPER.SION TRENCH o a a a e o 0 0 o 0 ° level outlet 0 d ° a o A 4 •� e d d 0 Q 000a 7 I 4 °Ov °o 9 v vna v o C QL ° 0 0 4 vo 0 v o ° a a , Q° a s v o e 0 o e p ■ A 9 a • oQ • ° QQ 6 min a s Ta Q O o o °e d ° ° d o a^ ° a 4" pert pipe Q °d - o d °d oe 4 vvd ° 4o� 18 min ° o v. a 4 oOp Q v • 0 0 c e 1 1 /27 - 3 /4 n washed rock O as a :a o0 ° a ac v 4 • 00 060 ° °v •° o •° ° o e p o 40 aopooaa . o* s beft boot 24" min TRENCH X- SECTION NTS slope - ----�- sm catch bas! and drain x ' level tren es _<700 sq. ft. . Type I CB X700 sq. ft. standard • dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area 4 goo r InT �cr j'latt } ar r1 Trt• ctt -rr1 ht• tfir T`,o.•,ic `Works, Dcpartmcnt for mnrnrtn:tnrc a c,trr��•t �;'�. �tanclardc. AcMtattce is Rr,hj(%ct tn crrnrc an i rT innt which do not authntiac %inIntinnc of E'ed standards nr ordinances. The I�- C adcgtaacy Of the dc rccfC ?o cr''t� •t+` �ecizncr. Additinn% deletions or t^ t?—cc Ur•••� i^ after this date w;, t•oid ,t �;c are 11 re;iiire a of rc; Fnr v i approv,:1. ie rk e� cc REVIEWED FOR CODE COMPLIANCE SEP 2 C 4 0f Tukwila BUILDTNG MVTSTON 0 o ,� ., ' J see Fgure 4. • 2.2.0 CJ�/ '� 1 i�:.:v� «; ..� .`' � u BU LWING DIVISION o m � °° oo P LAN VIEW OF ROO NTS -- TtfF9 x -Ce l ! to/ /A.) �Piv�rl,� fin 124.63' _. No ch emet- s:iait Le r -� - -1 60' 91 Al/ . f ' UILDING SYTEIACK !D, AL IN/ , C*4 • / (TYPICAL) � �P �p "n mob a SZE FW P 4 Z> Ow U 0 10 • �� d `O k' • � 20 I 1 . --- DECK (a 2•x 1 f -r• -r- - r ` th 1 24.63• iFF " ER LACE I i t Er 4COF OVERHANG (TYPICAL) Q ) ° ! � CV o -, a I CV - i i i N ' ' 1 I N 1 N � ' N I I 1 I I I FIGURE 5.I.2.A TYPICAL DOWNSPOUT DBPER.SION TRENCH o a a a e o 0 0 o 0 ° level outlet 0 d ° a o A 4 •� e d d 0 Q 000a 7 I 4 °Ov °o 9 v vna v o C QL ° 0 0 4 vo 0 v o ° a a , Q° a s v o e 0 o e p ■ A 9 a • oQ • ° QQ 6 min a s Ta Q O o o °e d ° ° d o a^ ° a 4" pert pipe Q °d - o d °d oe 4 vvd ° 4o� 18 min ° o v. a 4 oOp Q v • 0 0 c e 1 1 /27 - 3 /4 n washed rock O as a :a o0 ° a ac v 4 • 00 060 ° °v •° o •° ° o e p o 40 aopooaa . o* s beft boot 24" min TRENCH X- SECTION NTS slope - ----�- sm catch bas! and drain x ' level tren es _<700 sq. ft. . Type I CB X700 sq. ft. standard • dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area 4 goo r InT �cr j'latt } ar r1 Trt• ctt -rr1 ht• tfir T`,o.•,ic `Works, Dcpartmcnt for mnrnrtn:tnrc a c,trr��•t �;'�. �tanclardc. AcMtattce is Rr,hj(%ct tn crrnrc an i rT innt which do not authntiac %inIntinnc of E'ed standards nr ordinances. The I�- C adcgtaacy Of the dc rccfC ?o cr''t� •t+` �ecizncr. Additinn% deletions or t^ t?—cc Ur•••� i^ after this date w;, t•oid ,t �;c are 11 re;iiire a of rc; Fnr v i approv,:1. ie rk e� cc REVIEWED FOR CODE COMPLIANCE SEP 2 C 4 0f Tukwila BUILDTNG MVTSTON 0 o ,� ., ' J see Fgure 4. • 2.2.0 CJ�/ '� 1 i�:.:v� «; ..� .`' � u BU LWING DIVISION o m � P LAN VIEW OF ROO NTS o i _. No ch emet- s:iait Le r -� - ^ ' LIMITED DRAINAGE. EVALUATION (5/12/05) L jde addkionaj CORNERSTONE GEOTECHNICAL, INC. --- • 'R IMPERVIOUS AREAS: OWN* jw" 1 SQ. F DRIVEWAY AREA 4W SQ. FEET TWAL it FEET D DESI ' . SMW - 1 FEET of M" PM 700 SQ. FM r of MTWnS Alta jWQf OQ " 10 = 2S.7 FEET USE 26 FEET OF DISPERSION 1 130' Ave. NE, C102 w t OODINVILLE, WA 98072 j M (425) 844 -1977 FRE COPY t Na - W MAW E PIN ap,p ovw sum W err= and Q M ER 1 UIL.�IER. Uj Cie f WdOm of any adopted code or not " °'�� PI1ZBt ' nrC. as low ATTN: JIM PIIZFR 0 U) Field c ^F'1 o w 1020 A STREET T fl� � •� r� C, C� 'Q SurTE #8 Y OF T�L-A a. 0 ' AUBM, WASHINGTON 98001 V Z cl FAX-- - IT DER W Cg 972 q► of 111 A,rlri1 W 1z N p IDES C1 • Lu u. �- LOT 17, K= 2, A.G. BERG'S AoOMM, 1■■i LMN THE N M PUT CL -4 VOI.IAW 17 OF PlA?% PAGE(S) 14, � F . M - FWIM DRAil1- �" Ri+M FERF. PM OF 1RMG COMY, DD - ROOF DUM .4r 1 CM F't!E �c DT - DRAM - C 02M PMe P!!E 01M PARCEL Na��! DME 0610mas C oft • T 1 L v w r OF qW t lip i SEPAitAT'� PERMIT REQUMD FORe Ef Mechan :c.at If Blectrial CZ:; s i� VERTICAL DATUM & CONTOUR INTERVAL DATQ/A ELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMED DATUM. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 THE CONTOUR INTERVAL OR PLUS 1 MINUS 1.0' FOR THIS PROJECT. LEGEND xx INDEX CONTOURS - 10' INTERVALS - INTERMEDIATE CONTOURS - 2' INTERVALS := CONIFEROUS TREE (LABELED WITH CALIPER) ' DECIDUOUS TREE (LABELED WITH CALIPER) 4 r DECIDUOUS MULTI-TRUNK TREE (LABELED WITH CALIPERS) OHE -- OVERHEAD ELECTRICAL LINES -- SANITARY SEWER LINES (PER AS -BUILT INFO) W WATER LINES (PER AS -BUILT INFO) STORM SEWER LINES (PER AS -BUILT INFO) GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3- SECOND NIKON DTM 521 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332 - 130 -090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY I MADE IN SEPTEMBER 2004 AND CAN ONLY BE CONSIDERED AS INDICATING THE • GENERAL CONDITIONS EXISTING AT THAT TIME. �. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. I BASIS OF BEARINGS THE PLAT OF A.G. BERG'S ADDITION, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS ON PAGE 14, RECORDS OF KING COUNTY, WASHINGTON. ACCEPTED A BEARING OF S 00"10'52 "E FOR 55TH AVENUE S BASED ON FOUND MONUMENTS. LEGAL DESCRIPTION LOT 12 IN BLOCK 2 OF A.G. BERG'S ADDITION, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS ON PAGE 14, RECORDS OF KING COUNTY, WASHINGTON. KEY NOTES ELECTRICAL VAULT j f�:2_� TELEPHONE VAULT L23 TELEVISION VAULT L4 STREET LIGHT Z 5\ SEWER PJANHOLE 1/6\ ROCKERY CONCRETE A ASP t i s 3 SET 5/8"X 24" STEEL ROD W/ 2" ALUMINUM CAP SEWER MANHOLE RIM = 73.08' f>ro^l- 4j- sa. lc -�uiv giu_ `[v/V cc/ �" pI(C- SET 5/8"X 24" STEEL ROD Wl 2" ALUMINUM CAP r f tit o � 0 9 q2 W E T : s Q 10 20 uuu GRAPHIC SCALE: I" 10' 1XV W LA 5 � ' SET 2" BRASS DISK GARAGE Wl NAIL IN ROCK ' • ... . ,.• USE 26.0• , CHAIN LINK i FENCE 3.4' OUT < in L� - ' fi S89 °56'52 "E "' � � �" ; • 12 .02 "' o o' ••emu• -` `� -. Qo��•� Ice 11 016 e\) 8 t eA d �. p ose u 2� I fo I _ . • it `•', `1 ^ ►-. f ' `� ^' , 8" , v 4W +- P �4w „ , 1 M 2 . ° , $ 2 o D I '�� . �4! I; I ,� { j 1 YG " , 7 �� + It Cv �� s i u b Cv tb + N -� ,.,, . s" - . ; g I ` -' :1 R GHAI N�I NK 'r s �a 1 �¢,� s G d . V1 . .; • = " ' FENG�.I' OUT .+ P CAL w . . _ a+ . w... r .. .• r . ri , pw . ...w ! ' - - T ' 1 . "' . s _ , • � n1],� �1 y_ FOUND RE CAP t V `, I f r - (TRICO) 1.23' EAS I "�•� N89 0 56'52 "'W i '14" 123.27 CHAIN LINK o) FENCE O.I' CUT '' i s �� � C �� `� 32. j -' , �,,c: sk i i Suede b ` � - • � 9' a , P 3 � 1ac� w : ��. C� 4 s�•.a tl �eP HOUSE t SET 5Ar X 2 4" �� I ! S He'G� ti • I J ( STEEL ROD W/ "v Md ,� \� ,� •' 2" ALL AAINUM CAP Q �o �► n g Cb !. ► -- - .. w C' - in ! • I ' tJ1- 1 I Z Ln 00 00 r• �� L9 0 0 I En a 0 L9 z z Z g CL ' 0 z �. '- N W 0 W Cn z Q L9 • Z � w :3 L7 c Z V) ch w > N r ) m (1) W r a. W y , _° w I. z v W � Z 1 .. • r .l RECEIVEEY AUG 3 0 206 TUKWILA FbWCW6ft$ Y OF TUKIMRJI G 2 5 2005 P"Tcemm « U 2 L c` A ' JOB hi0. 2004 -365 r &E MAW 2004 - 365- S).DGN DE SIK;1 � T.WOL.DENDO TMOLDENDORr CORRE TION SHEU LTRI sm 1 _ r r � Ila Is � � � L L r N m Q �a awl% RECEIVEEY AUG 3 0 206 TUKWILA FbWCW6ft$ Y OF TUKIMRJI G 2 5 2005 P"Tcemm « U 2 L c` A ' JOB hi0. 2004 -365 r &E MAW 2004 - 365- S).DGN DE SIK;1 � T.WOL.DENDO TMOLDENDORr CORRE TION SHEU LTRI sm 1 _ r r � Ila Is To WW MAN BURY N SAND 10 Aspino-ll Coaonete or atum noun (ft 2) PICA1 W in 11 Iipl aceernent PatCh Satin Cut Cut with Pnew�nnaGe 4 3 S. 4 PoverneM+t Geniis^ Concrete 150; of Existing Asphalt Paeve+lrrenit Existing Depth Existing Concrete Powrnent a 7 10 11 6 110 .4 6 8 - Existin Rigid ISCIee -- — _ — - - - _ - 4 -- - - - — -= -_ s /a Minus CaTpoct.d " ' Crushed Rock unless 5/9- Minus Conupeera4eC - — _ -- , - - -_': - -- -" / otherviss Ordsred by Crushed Rock urilass - _ - - - - - - _- - _ - - - — -- V The City. otnerw:se C►rderedl t?M - - - - - -- - - - - - - -_- - The city. — --.'_ = TYPICAL PATCH FOR RIGID PAVEMENT 'Sam cAut A&PhOlt Concrete or 19itunjinous saw Cut Plant Mix RepiaCo p 15OX of Existing Depth Ex isting Oil M .. _ O rdwed by TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: I. AN worn to comftrrh to the current Standard Specifications for Rood. Bridge. and Municipal Construction. 2. A minimwn 01 0 one year guarantee is required an ON porrment patching and owdOM 3. Controlled der" rill in place of crushed rack material May be r*qL*vd in cases of recent po ment overlay, or as directed Ibry City Engineer. i d +� City o Tukwil PAVEMENT PATCHING f 4 b N"Aw �• ivy o DATE 11/15/96 RS -3 BLIND FLANGE CAPPED CROSS 90 BAND THRUST ELDCK — TABLE Ali'in. Bearing Area AplooW Undst>urbed Soil Rae A Size (h 2) (ft 2) C ( 2) D (ft 2) E (h 2) 4 3 S. 4 1 4 I 1 ,2 1 1 1 1 a 7 10 11 6 110 .4 6 2 3 1 2 12 t6 14' 22 14 is 9 12 5 6 3 3 I V 29 18 36 25 31 16 20 8 10 4 5 20 45 22 54 39 47' 24 29 13 15 6 D 24' 64 28� 87 .5E 76 35 48 13 24 9 12 30' 101 3b 145 157 125 SS 73 1 28 40 14 20 42 197 se' 257 171 ' 223 107 140 55 71! 27 36 C • TEE w/ PLUG C D r Mates �O I- 880M,41 an of CWN= 1wUnt -block boned 45 a Sam 22 1/2 o KNO an 200 Ps a•" iessunt W d safe soil beonN load of 2.000 pounds Per- . sgwm foci. 2- Arno nw st be ad aesld for ct %w pipe si2eie. prenimures and s&a =w0a ma. t 3- Concx*k* biocb*+g Wwo' be cant ja ploca and hime a • nniwao of '::/4 aqueft foot eearwr ltt t 4. abcls snafu zsw 09 ".-gs orei and at►aR be aMor Ce � to ae=*•et to" up or d4rnant iiong 5 CanLrae-or ~ use dl bkxm " adequate tv rou = Hui test wessss as wed as %0 we+: re,.pUSSY 00W AP-1C P-1C QpVMC:se pre=" r - '/4 AE.tiC wr Ww al cpnp;t os go, sery.ca 6 TIVUst aiac a careiollerned to act as a sOrl a 00669 'Sw 'Sm atan k" of voce +rent be eo ecd to ar Wes V%C'4 'i2 Vu dlsplh lbwe Lhie rwind Milt It C t bhom's ibsur- 7- Illie 41 1 1 muftly Of Cmeavil t dmwa*d umm Jae dlriow a Os4row die Poe Ores ►Ras "Neaftbs4 soz !. Osrrtrsele err •+�reeytlr bawl► carw■rsiraillN siisArb rttsre i COMA= MACIMM City of Tukwila (PAGE I OF 2) • DATE: 17/22/% MIS -1 I i r i c I Premolded Exp. Joint (T Pic at) A 4 Top of Curb j l j � 1 e e Sae R -1 1 2 Yin. or m of Drivewa ore 5X 3 � 5/8* CRUSNec ROCK ay (ftx. Recowended 18' Grade Is 15Z) SEQ'nO A--A CURB QUAIL .dIIIES: I. CONCRETE SWILL BE CLASS 8 OR BETTER TMIW 5 1/2 SACK, 3000 PSI. 2. INSPECTION REOUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NDTICE MUST BE GIVEN TO TLWWIvA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6 THICK. 4. WHERE DRNEIMAY WIDTHS EXCEED 15'. A 3/8 1/2 EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE C ENTERUNE 5. ALL WORK BWAIL SE PERFORMED IN A=WA NCE W17H APWA/WMT PLANS AND SPELrl IUTXM OR AS DIRECTED BY THE cm OF TUKWKA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB. GUTTER OR SIDEWALK SMALL BE 9Y SAW CUT TO THE NEXT "IT. IL ~� Cit y o f Tukwi RESIDENTIAL DRIVEWAY a• • ?° DATE 11/15/96 RS -8 1-3 X 'Depth'(M= Width) MA EXISTING STREET SECTION (SEE PAVEMENT - PATS" !, itNG STAHOARO PLAN) 1 f • CL Sidewalk Widths L Local CBD Access ArteriaC C (See Note 1) T 0 P- 0 /CP /CM 5' 6' 6' C -1 /C -2 6' 8' 6' M -1 /M -2 5' 6' 5' All Others 5' 5- 511 Curb Ramp (See Detail R -12) SC0o1 -e Joints Every 5' I A 12 3' Vide Edger Finish L 4 1 3/8' Full Depth Expansion Joint Ex�pnnslon Joints Every I5' Type 'A' Curb � 2% _Max. 2% min. 3 Gutter •� � �- I' Vlde x 3/8' Deep Score Joints MMus oo Crushed Rock l e e I13'-•� 4. T hickened Edge On Radius SeCtion A —A 3/8' x 3.5' Expansion J©in - t NOTES: 1. Sidewalks shall be a minimum of 8 feet wide at bus stops and pullouts, or where the speed Unit is over 35 MPH, or where a trail and sidewalk are combined. 2. Expansion Joints shall be placed every 15', score ,Joints every 5', 3. Cement concrete shall be placed on 2' of 5/8" m1rus crushed rock, and as otherwise specified In the current AP /WSDOT Standard Specifications 4. Removal of existing concrete curb, gutter or sidewalk shall be to the nearest joints score ,Joints must be saw cut and replaced with new. City Tukwila SIDEWALK DETAIL o f �• DATE: 11/15/96 RS -11 FOGTTIE #1 3/4 FOGTTTE 02 - CONCRETE METER BOX TRAFFIC LID WHERE REOL ARED — PLASTIC N LAWN OR STEEL N DRIVE AREAS Fx+ISHM CROUW LNE- -ti UNLESS CTHEAwISE APPROVED — BY THE CITY. IlldnAL SACIOU t 9E0011011G- -- - - fs MIN. 5 /8 - CRUSHED ROCK. PIPE O.D. 4 Ali. OZ r 2 4 0 (MI►x. 901N) 5/9' Me" CRUSHED ROCK MN 3' ! MAX IE NOM Ae.. 9sGKC%. -�. SmftL . SF C XAPACT- to sss op DE S'--. I City o T Sir f DATE: 1 1/22/96 WS -10 .. 4" U O 3 x W g N H a TO BE NNsTxim Br c rrr x a � w 0 low w W Q z x M Q - INIOPE K COPPf R PPE - FVC POLY EnffLENE POSSIBLE PARTS LIST: 3 — 1' COUPLE .S MuEu z'� 110 x . NGLE Slop 1 — T CR 3/4 _ CORP SOP i1P X 11! G 1 — 1 OR 3 /4 * x 2' BRASS NiPoLE 1 /4" X ' ' OR 3 /4' -3RASs ewstm T TAILS CE X 1 1 -o N.= 1. S'NME SEqVICE jiNES W 3 /a -0 JiAUETMCT'S)- 2. EOwL l A- Si mS m6s' aE A.-ROVED By -W Cr►. 3. C.OPOCE? SE MR S�- g� Arm, MUTL EOIJIVAj.—r% AND s►:.:. COr1AERC5AL SAS SMALL 4AVE A t'j!' —P^S5 Wr-f A VA VE AI'k *f1:, orK WWIG,S_ 4. No MET R 80 S Nltf SCEVWxS 40 JOWMYS- ■ HLRE POSSO 5. SOO 8EOOIhG Lw ' SK%.;. BE cSED1 *o &Cxr� AROUND CORD STOP AkID SMACE Low City of Tukwila R rrsr. WATER METER 0 • DATE: 21/22/96 vs -is 1 QF1i I-vj FD ' T ad r � _T kti 'iz " CtY O f : s • 1- 1 -0 & �� \INS QN CAUTKW uroaROMw unuMEs Eosr IN THE AFAEw AND ulluTlr MioiilrAPON sI+o'WMi MAY BE NOOMPIEtE_ STALE UM REGIMES THAT CONIRACTOt CONTACT THE 01E —G111 U7R1TY LOCALE SERVICE AT lF/1ST 40 NDJRS AFORE STAR7MIG ANY S1A11C11a1. 1- 800-424 -51555 r Plug B TEE W/0 PLUG BLIND FLANGE OR SMALLER SIZE PIPE C CffYOFTUKWtA u l vc z Sods d TO BE NNsTxim Br c rrr x a � w 0 low w W Q z x M Q - INIOPE K COPPf R PPE - FVC POLY EnffLENE POSSIBLE PARTS LIST: 3 — 1' COUPLE .S MuEu z'� 110 x . NGLE Slop 1 — T CR 3/4 _ CORP SOP i1P X 11! G 1 — 1 OR 3 /4 * x 2' BRASS NiPoLE 1 /4" X ' ' OR 3 /4' -3RASs ewstm T TAILS CE X 1 1 -o N.= 1. S'NME SEqVICE jiNES W 3 /a -0 JiAUETMCT'S)- 2. EOwL l A- Si mS m6s' aE A.-ROVED By -W Cr►. 3. C.OPOCE? SE MR S�- g� Arm, MUTL EOIJIVAj.—r% AND s►:.:. COr1AERC5AL SAS SMALL 4AVE A t'j!' —P^S5 Wr-f A VA VE AI'k *f1:, orK WWIG,S_ 4. No MET R 80 S Nltf SCEVWxS 40 JOWMYS- ■ HLRE POSSO 5. SOO 8EOOIhG Lw ' SK%.;. BE cSED1 *o &Cxr� AROUND CORD STOP AkID SMACE Low City of Tukwila R rrsr. WATER METER 0 • DATE: 21/22/96 vs -is 1 QF1i I-vj FD ' T ad r � _T kti 'iz " CtY O f : s • 1- 1 -0 & �� \INS QN CAUTKW uroaROMw unuMEs Eosr IN THE AFAEw AND ulluTlr MioiilrAPON sI+o'WMi MAY BE NOOMPIEtE_ STALE UM REGIMES THAT CONIRACTOt CONTACT THE 01E —G111 U7R1TY LOCALE SERVICE AT lF/1ST 40 NDJRS AFORE STAR7MIG ANY S1A11C11a1. 1- 800-424 -51555 r Plug B TEE W/0 PLUG BLIND FLANGE OR SMALLER SIZE PIPE C CffYOFTUKWtA u l vc z Sods GENERAL NOTES C INTERNATIONAL RESIDENTIAL GODS REQUIREMENTS ARE TO BE FOLLOWED PER THE 149 EDITION, AS WELL AS ALL APPLICABLE CODES, AND AUTHORITIES HAVING JURISDICTION. £3lJIL V IN GON57RUCTION TYPE: VIN. OCCUPANCY GRO(P: R - 3 FIRE ZONE: g CITY OF KENT DE51 GN CRITERIA FOR 2003 INTERNATIONAL RE51 DENTI AL CODE TABLE R301.20) CLIMATIC A V de06RAP44IC DESIGN CRITERIA FOR KING COUNTY ftft r TO DAMA6e FROM bROIMD WIND SN'_ISMIG Y 1ATHIMINS MOST TL'RMITir D66AY WINTER IC.E MRAOD AIR MEAN SNOW LOAD SSPL'!'D 04PW OtS" cAI56CW JOIST, (2XIO) LINE HEM - FIR 42: (2X12) 75 DGSION SHIELD HAZARD PWJ=145 ANWAL DEPTH T". RZ`WIRED INDEX TEMP. VARIft OS CI OR M40DNt Tff 12 < 'SLIGHT SL.I6HT 25 ND VARIL"S 100 TO 90 D2� I4001t TO TO 250 EI.PV. MIOD. MOD. I. 6ROUNID SNOW LOAD SHALL BE PER "SNOW LOAD ANALY5Y5 FOR WASHINGTON" SECOND EDITION (19A5), PUBLISHED BY TIFF STRUCTURAL ENGINE=ERS A55oCIATIOIN OF WAsHIN6TON, AS SET FORTH iN KING COUNTY PUBLIC RULE i6 -04 -500. THE MINIMUM ROOF ,SNOW LOAD SHALL 13E 25 POUNDS PER SQUARE FEET. 2. SEISMIC DESIGN CATEGORY SHALL BE DI FOR AREAS OF UNINCORPORATED KING COUNTY TO THE EAST OF THE 5NOGiUAL.MIE RIVER AS IT TRAVERSES FROM THE KIN& COUNTY - SNOHIOMISH COUNTY LINE TO THE CI Tr LIMITS OF 5N000ALMI E, EAST OF THE TOWN OF SNOQUALMiE, EAST OF THE 5WMALMIE PARKWAY AND THE ECHO LAKE- SNOQUALMIE CUT-OF SE AS THEY RUN FROM THE CITY LIMITS OF THE TOWN OF 5NOGIUALM i E TO STATE H I &HYVAY 16 AND TO THE SOUTH OR EAST OF STATE HIGHWAY 18. ALL OTHER PORTION5 OF UNINCORPORATED KING GOUWY SHALL BE SEISMIC PE516N CATEGORY 172. (REGISTERS MUST BE DESIGNED TO 02 CRITERIA S. THE FROST LINE: DEPTH SMALL BE CONSIDERED TO BE 12 INCHES FOR SITES UP TO AN ELEVATION OF 1,000 FEET ,,ABOVE SEA LEVEL. FOR SITES OVER 1000 FEET ABOVE SEA LEVEL A 5PEGIFIG SITE ANALYSIS MAY BE REQUIRED. 4. FLOOD HAZARD WITHIN K.IN& COUNTY VARIES. SEE THE FLOOD HAZARD GODS PROVISIONS OF KGG 21A.24. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND PROVIDE TEMPORARY BRACING A5 REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT 15 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DESGREPANGIES TO THE DES16NER AT THE TIME THEY ARE NOTED. FOUNDATIO UNLES5 A SOILS INVESTIo6ATION BY A QUALIFIED 501LS ENGINEER 15 PROVIDED, FOUNDATION DE51514 15 OASED ON AN ASSUMED AVERA&E SOIL BEARING OF 1200 PSF. THO STORY PERIMETER FOOTIN65 SHALL BEAR 1'-6" (MINIMUM) BELOW FINISHED GRADE. ONE STORY PERIMETER FOOTI NSS SHALL BEAR 12" MIN. BELOW FINISHED GRADE. SEE DETAILS ON SHEET 42. SEE TABLE 0 -1--C, IN 1941 UBG. ALL FOOTINGS TO BEAR ON FIRM UN0157t1RBED EARTH BELOW ORGAN I G aURFACE SOILS. BACKF ILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH-I DIRECT LOAD PATH OF COLUMNS. PROVIDE 3 "X3 "XI /4" THK. STEEL WASHER AT ALL ANCHOR BOLTS PER 2003 IRC, SECTION R602.11.1. CONCRETE MI CLA55 AND U5E l~'G 5LUMP 5AGK5 /0.Y. A - FOOTINGS AND 2500 3-4 51/2 FOUNDAT I ON5 B- SLA456 ON GRADE 2500 8 -4 51/2 I. AIR ENTRAINING AGENT (5% TO 6%) TO BE USED IN ALL CONCRETE FL ATWpRK EXPOSED TO V EATHiM 2. POSSOL17H 300 SERIES (4 OZ. PER 100 OF CEMENT) TO BE U5ED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN AC.C.ORDANGE WITH THE PROV15IONS OF SECTION 403 OF THE IRS. 4. WATER -- CEMENT RATIO PER IRS SECTION 402 I N�0 I NG STEEL A A615 GRADE 60, REINFORGIN& STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED, APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AG I REPORT 315. CONCRETE COVER OF RE I NFORC I NG mm IRS SEG TiON 402, 3" CONCRETE CAST AGAINST AND 4ANENTLY EXP05M TO EARTH. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. I I/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR PEATHIER. 3/4" SLABS AND WALLS NOT EXP05ED TD EARTH OR WEATHER LAP GOL..LRAN VERTICALS. CL "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICAL..5 32 DIAMETERS. LAP ALL OTHER REINFORCi N& 24 DI AMETER5. SPLICES AT TENSION RE&IONS SHALL NDT BE PERMITTED. FRAM I NG ALL FRAMINI6 TO COMPLY WITH IRS CHAPTER 6. NAIL SIZE5 AND SPACING TO CONFORM TO IRS TABLE 860230) i TABLE R602.3(2). ALL WOOD IN CONTACT WITH LONG BETE To BE PRESSURE TREATED 6" MIN. CLEARANCE BETYCEN W1000 AND EARTH L dE i.DAD 18" MIN. CLEARANCE BETCOVIEN FLOOR J015T'S AND EARTH 12" MIN. C X-A LANCE HETHEEN FLOOR BEAMS AND EARTH LUMBER STREN (UN ITS IN PSI) • F 51117 : V HEM - FIR 4 3 - 75 5110 64 ACE -T5 JOIST, (2XIO) - 5 HEM - FIR 42: (2X12) 75 BEAMS, HEACVtS LINTEL5, &IRDERS: 4X1O 4" NOMINAL DOUG -FPR I" 6" NOMINAL DC A& -FIR 01 6iXeD LAMINATED Tim: DOUG -FIR LARC.04 (24F -V5" MICRO -LAM LVL.. TABLE R301.5 MINIMUM UN I FORMLY D 15TR1 BiJTED LIVE LOADS ON POUNDS PVt SGNJ<+IV W FOOT) USE L dE i.DAD A?'* S /17W S Yw . + 20 • • • ••r - DECKS ex'VevvR r• • •• r•• %• •• ••r TABLE R301.5 MINIMUM UN I FORMLY D 15TR1 BiJTED LIVE LOADS ON POUNDS PVt SGNJ<+IV W FOOT) USE L dE i.DAD A?'* S /17W S Yw . + 20 rr .•• r•r - DECKS ex'VevvR 40 --- ' NI"c 1 TABLE R301.5 MINIMUM UN I FORMLY D 15TR1 BiJTED LIVE LOADS ON POUNDS PVt SGNJ<+IV W FOOT) USE L dE i.DAD A?'* S /17W S Yw . + 20 1 - DECKS ex'VevvR 40 --- ' NI"c 1 ESC, 40 dIMA[7l4� 4p S .2010 ► vb+�4. 6AItA6l5 : 90 40 , BOLT PC-ADS AND N.75 BEARt►rb ^05Am lS'* p%XX) TO BE IR'W FLA i;� r'11�. FW)IO• 911EAR046 ON OR VO TAL.&W ITTW4 '' OF OR GCAIGAr - E TO BE TREATED /"tTp+ AIr AT'yE SOLID OF mar T► ♦m 2 X SHAD SE MWAWIPM AT DWS AM AT ALL SILJ"POR' OF .JOP T'S AND RAFT qM ME 1 449 / PROVIDE i°I.O CKJ46 OR A AT 0'-,0* O.0 F{Jt mLoo t .IORSTS. 10' cost ROOF _I RS S. TYIO.GAL, 54.L OMITS TO BE [;2' Di AME"TM A 4 Q" o C.- OR PIER SW- AR i mtJN{ T AL.' METAL PPP^ Mi t ^W.,MORS 1W +rFh p� SPA" !E `STIRON1b 'E GON er,'ro IS" ^15 WAftr^GTIRD W SO4 C'4omp^w OR EiC. /K,- PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" Cox OR 1116 O.S.D. EXTERIOR GRADE, LINLE56 OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10 PENNY 0 b" O.G. • PANEL ED6E5 AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" GDX T46 (OR EGIUAL), UNLESS OTHMH15E SPECIFIED. MINIMUM NAILING SHALL BE 10 PENNY AT 6" O.G. • PANEL MOM AND 10" O.G. IN FIELD SPAN INDEX SHALL BE 40/20. 5TA66M END LAPS AT ROOF AND FLOOR SHEATHING. ALL EDGES OF PLYWOOD IN FLOOR, ROOF AND WALLS SHALL BE SUPPORTED. PLYWOOD E06E5 AT FLOOR AND ROOF SHALL BE SUPPORTED AT EDGES WITH CLIPS, BLOCKING OR OTHER APPROVED METHODS. PLYWOOD E06E5 AT WALLS SHALL BE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. 05B SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOYED. STRUCTURAL. GLUED - LAM INATED LUMBER SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.5. PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN BFNDIN6; 1100 PSI IN TEN51ON; 1600 PSi IN COMPRESSION PARALLEL TO 6RAINi 5W PSI IN C,OMPRE5SION PERPENVIC.ULAR TO &RAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F - V3). LAMINATED MEMBERS TO BE AITG CERTIFIED. USE WA GLUE. WOOD TRUSSES TRUSSES SHALL BE DE516N W BY A RE615TERED WASHINGTON STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE 'YRL55 FABRICATORS COUNCIL. ROOF TR.U55 DE516N SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. NON - BEARING WALL5 SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD AITH AN APPROVED FASTENER (SL)CH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL PART OF THE "40LE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIA&ONAL_ AND S Y BRACING SHALL BE USED TO BRACE ALL TR15WS. TR SSE5 SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY AREA BOTTOM CHORD 5 PSF OF TRIBUTARY AREA TILE ROOF 45 P5F TOP CAORD 5 PSF BOTTOM C44ORD F I REPLACES MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE IRS AND UMG. FLUE LINER MINIMUM S /8" FIRE CLAY (OR EQUIVALENT) PER IRC SECTION RIOi.O AND TABLE 31-B. FLUE AREA PER IRS TABLE RI001.11(I). CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL_ LOADS. ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPRO'1/ED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR, MINIMUM DUCT SIZE OF 6 5GIUARE INCHES iN AREA, PROVIDED WITH READILY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEY5 AND RELATED COMPONENTS TO BEAR U.L. OR ICBO SEAL OF APPROVAL AND TO Be INSTALLED PER mmwAGT'LIRERS SPEGIF CATIONS. HEARTHS TO EXTEND 20" IN FRONT OF AND 12" BEYOND EACH 5117E OF FIREPLACE OPENIN&5. DOOR5 AND W 1 NOOW T THE EXTERIOR HAVE MAX. 8" STEP TO MIN 36" DEEP X 1 2 + DOOR WIO MIN. LANDING ALL GLAZING TO BE PER W15EG TABLE 6 -1 UNLESS NOTED OTHERWISE. ALL SKYL16HfiT5 AND SKYWALLS TO BE SAFETY LAMINATED GLASS UNLESS NOTED OTFIERAISE. FRENICH DOORS TO BE DOUBLE GLAZED NON TESTED ASSUMED U VALUE OF AO, UNLESS NOTED OTHERWISE, WITH SAFETY GLAZING. FACTORY BUILT WINDOWS TO BE C.ONSTRUGTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE 19UILT AND MiLL WORK .SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE; BUT MUST BE MADE TIGHTLY FiTTiNG AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF O5 GFM IN FILTRATION PER SQUARE FOOT OF D OOR ARE A. EACH L1 6W S HALL BE T HE OF 6LAZINb�, IN HAZARDOUSS LOCATIONS SHALL BE IN THAGGORDANGE G LASS. ITH IRC SECTION (B} PROVIDE 50LID GORE DOORS a ENTRY AND FROM &ARA&E TO LIVING AREAS (AS YELL AS ANY OTHER DOORS TO THE EXTEMOFV; PROVIDE SELF- C4.05URE DEVICE ON DOOR TO &ARAVE, PER IRS. SEE PLANS FOR: - MAXIMUM GLAZING AREA. - GLAZING MFG. AND MODEL Ht*45ER5. - WEIONTED UA CALCULATION FOR SUB- 5TANDARD GLAZING. 5AFETY GLAZING LOCATIONS AS PER IRS SECTION (B) 8308.4: 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS D0OR5, SWINGING &LASS DOORS 3. SHOWER AND BATHTUB E)<lX*URE5 4. &LAZING WV THE EXPOSED EDGE WITHIN A 24' ARC, OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, is BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE _5. GLAZING GREATER THAN 9 S.F. LESS THAN 18" ABOVE FINISHED R.00R 6. 6LAZIN6 IN GUARDRAILS 1. GLAZING IN STAIRYELLS AND WITHIN W OF TOP / BOTTOM OF STAIRS. irtSULATIO UNLESS NOTED OTHE'RN5E, INISIL.A noN TO BE PER WLSEG TABLE 6 - INSULATION! BAFFLES TO MAINTAIN I' ABOVE INSULATION SAFfLES TO EXTEND 6' ABOVE BATT INSULATION. BAFFLES TO EXTEW 12' ABOVE LOOSE FILL INSTILLATION. INSULATE BEHIND , PARTITIONS AND CORDS. FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT W4LL5 USE PVA PAINT WITH A DRY CUP PERM RATING OF I MAX. WALLS BETHEEN HOUSE AND GARAGE M-21 UND- FL.00RS ABOVE CRAM SPAG[5, 6ARA6E, R-3p U.N.O. OR AT GANnL VERS OVER GRADE TO HAVE ALL ATTIC SPACES TO HAVE 0 CEILING{ R-W (MIN.} U.N.O. DUCTS M UNHEATED SPACES R -8 6A5 WATER HEATE'R5 SHALL MEET OF 19A1 NAECA AND BE SO LAd FLED. I MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A pRprt>sm DESIGN HAS A 6LAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALT. COP�L.Y WITH (opt THE REGar<JIitEt�l.R�ITTS OF THE Ift 6LAZING OPTION (o HI&HEW. PROPOSED DMIONS WHICH CANNOT MEET THE SPECIFIC RCp/iRt'MENTS OF A LISTED OPTION ABOVE, MAY CALCULATE GOMIPL_IANOE BY C44APTERS 4 OR S OF THIS CODE. 2 REQUIREMENT APPLIES TO ALL CEILINGS EXC !Pr SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES AD'VAW-W FRAMED CEILING►. 0 REQUIREMENT APPLICAME ONLY TO SINGLE RAFTER OR JOIST VAUL.TM CEILINGS 4 DELOW GRADE WALLS SHALL BE INISULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R - 10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS M Ve OR/AVE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL DE A WATER RESISTANT MATERIAL, MANIFACTMW FOR iTS INTENDED Val, AND INSTALLED ACCORDINr TO THIS MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602,E N FLOORS OVER GRAYt. SPACES OR E)Q TO AMEIENT AIR CONDITIONS. 0, REWIRED SLAB PERIMETER INSTILLATION SHALL DE WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED A X71WING TO MANUFACTURER'S SPECIFICATIONS. S 'M' SECTION 602.4. .1 INT. DENOTES STANDARD FRAMING 16" O.0 WITH HEADERS INSULATED WITH A MIN. OF R-S INSULATION p THIS WALL INSULATION REQUIREMENT DENOTES R -1 WALL CAVITY IN!SIr1.ATION PLUS R FOAM SHEATiNS 4 DOOR'S, iNAAVING ALL FIRE DOORS, SHALL. BE ASSI&NED DEFAULT 0-FACTORS FROM TAME 10-60 10 WHERE A MAX. GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COM115INED VERTICAL. PLUS OV/ NHEAD) AS A PERCENT OF 69L)S6 CONDITION FLOOR AREA SHALL BE LESS THAN OR EMAL. TO THAT VALUE OVERMAD GLAZING WITH U--FACTOR, OF U ■0.40 OR LESS, 15 NOT INCLUDED IN 6L.AZING AREA LIMITATION. II OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE MTW NRRC 100 OR AS SPEOiFIED IN SECTION 'SO ?..I.S. 12 Loa AND SOLID T11490t WALLS MTN A MIN. AVlMA6E THICKNESS OF 5.5" ARE EXEW*T PROM THIS INSULATION REP. I NTECGRA YgHOLE HOUSE VENT SYSTEM SPECIFICATIONS FOR THE 2001 VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR VENTILATION SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS I. EXHAUST FAN REQUIREMENTS: A- BAT1IROOM5, LAUNDRIES, AND POWDER ROOMS - 30 CFM. • 0.25" W.b. B- KITCHENS - TOO GFM • 0.25 W.6. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 GFM N1 0.1" W.6. 2. EXHAUST DUCT REQUIREMENTS A- 13E INSULATED TO R-4 IN UNCONDITIONED SPACES. B- BE EQUIPPED WITH A BAGKDRAFT DAMPER C- TERMINATE OUTSIDE THE BUILDING D- COMPLY WITH T ABLE 3 -3 B "-TOLE HOUSE VENTILATION R - GUIREi'ENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR HEATING SYSTEM USING THE FOLLOWING METHOD: - I. FRESH AiR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A- BE SIZED AC409W I NG TO TABLE 3-5. B- BE DUSTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR FEET UPSTREAM OF THE FURNACE BLOMM G- BE INSULATED TO R-4 MEN LOCATED WITHIN HEATED AREAS. D- BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL. E- NOT RECEIVE FRESH AIR FROM THE FOLLOWING AREAS: 1) WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2) V ERE IT PILL PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS. 3) A HAZARDOUS OR UNSANITARY LOCATION. 4) A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES T'HIEREiN. 5) CLOSER THAN 10' FRDM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE THE FRESH AIR INLET b) ATTICS, CRAY- SPACES, OR GARAGES. 2. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: ,A.- THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. TIMER; OR 13- A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3-2; OR G+ AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE 5SURE OF 0.1 INCHES WATM G/VJfsE AT THE POINT yHERE THE OUTSIDE AIR DUCT 15 CONNECTED TO THIS RETURN AIR FtM41 JM. S. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL 5UC44 AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY AGGEaSIBL.E LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC, AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION, THE TiMEIR SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN AND MOTORIZED DAMPER FOR A MINIMUM OF EIGHT HOURS. NOTE: yWOLE HOUSE VENTILATION TO MEET MINIMUM CODE REQIIIRENB�ITS f3A51 G MECHAN I GAL SOLID FUEL HORNING APPL I ANGES SM117 PUEL BUMNS APPIJAWAM INGL.UDE AIRTIGHT STOVM. STOYM ROOM HEATERS / F11Ri' R AC.E STOVES. FACTORY BUILT F , AND F I PLACE INSERTS. UNLESS BY THE W TY OF KENT. WA. ALL SOLID FLAIL BURNING APPLIANCM5 SHALL COMMY AITHi THE PROVISIONS OF IMO. HEATI NCG EACH OVIE INS UNIT JSH AL.L 19E PR IVIVED WITH HEATING FACUJTMS GAPA113L,E OF M/VNTAJNlN S A TEWERATUJlRE OF 'i0 F AT A HEIGHT OF S' ABOVE THE FLOOR iN ALL HABNTAI L.E ROOMS THEN THE OUTSIDE TEWEItATU E 15 AS SET FORTH M SECTION 90"'2.1, Mi�45HHibTON STATE EiER SY GORE 4 PER iRS. DEF WTION: QALDiN6 THE ELEMNM OF A WLDINS MC 44 ENCLO.� SW 201. GoN vmomm SPAC 15 THROWN Y%444 THEP 44L,. LN!@t&Y MAY BE "PC. C. TO OR MOM THE EXIERWK EXCEPT AS eXEWIcW BY THE PRC11 IVONS OF SECTION 1013,!. A - RUE. DNS LOCATED MMTM THE DJUJMNb (C. N5TitJ<1GTW 040M THE WAbHNNSTON STATE EN EROY C.40M SHALL OBTAIN C0M!"T10N AIR Pi%0IM OUTDOORS, M I ETIM THE PROYISION5 OF 'JEGT1ION WS, UMG. 5- TO MEET THE Movtsfom OF SECTION 8066 UMG. FUEL eLR>NN6 LOCATED OUTSIDE THE 011 LDINS ENVIELOPE SHALL Be VENTCp. G - COCTY401W. LOGATION AM SOURCE OF CoOP4 tJISTION AIM SECTIONS OF M'1G. Mi OL* NOTES I. SUARDRAIL5 TO BE 96' MiN, ABOVE FINISH FLOOR. 2. tWD'RAILS TO BE 34' - 38" ABOVE NOSIN&, WiTH HANi SRiP OF 1 -1/4" M GR0 5 5ECTION. 5. OPEN 'L.5 5HAL.L 4 4AVE INTER>'•E HATE RAILS OR ORNIAMENITAL PATTERN THAT A 5P+EMRE 4' M DIAVETER CANNOT PASS Iv.j- J6 . 4. ONE HOUR PRE ARATIONS BE'TYRlE1 6 JRA6E AND DVIELLIN& INISTALL 5/8' TYPE 'X 6YP W r4ALL BOARD ON ALL MALLS AND CEILINGS, SAT PONS AND eEA!?JNS WADS. S TAB j0iXvS FROM M-yA aOD BEELOYR V*CP E APPLICiABL.E. 5. ROOM Y FdRE56 IhIrOOMRS Mm"jm NET CLEAR OPt"N6 OF 5.1 SGT. FT., mK Wi r uEAR OPVIW► LE MVrv: OF 20" AM N+11* MA*A NET CLLEAR ORNN& HEWff OF 24 ". MAX11{JM Fl4 51L1. 1EkWT OF 44' A X7VE FLOOR. 6. EA W x"45 ROOM SMALL L.L S F V A SMOKE DETECTOR (I PER 5EGT -,-A4 [Fl R343_I AM AT A f0W Y LOCA IN THE OR , AREA 6sV %* AGGE56 TO EA 1 5Ef' WA T E SLEEPING AREA PER SECTION (F] R".1. SMOKE OETE 5KNLL S FV A BATTERi' 5AC.K -tp PER, SbGTiON [F) 83+3. IMP LOCAIM PER SECTION fir] gV3.i. VENEER SHALL BE PROVOW VSTH 8 22 &ALV. x 5/ 4 CO1RptoSjON IREc -AK- v ? SMALL BE FWTH 0 2.2 6A X 314' C4MR0560% RESfSTAW ANG#OIR TWS- THE A 4CMOR r E5 5HALL 19E SPACED A KAX OF 24 O.G. AND SL PPOItT NO MORE TH ^h 2 50 FT. OF Vedok IN ESE! SNOC ZONE 3 t 4 THE LEG, OF T}E iAW -61CM 'E SK ALL LOOS' ARO1.0V A N Owk GOW. HORZ. jp1Nr* I RE Wr45H11NISTON 5TATE ENER&Y CODE �onl .�.Y�o02 TAKE N - rm 4@WW R OIC.CLR/MtGY Ga.Mp"m TONE 1 r- VIM ts CIELAW ibvA - Now 02 l 0-M 0410 1L s o os E 020 04M +R-M `• M I ws OHO 0.40 � Rob i PW.L j I MLL -M IM ILL�X ! dRINDE f dmAGE dpmWe R-0 It-6 11♦11p Rim r+1-0 11!-m ra a 1!-atp ZAt>� cm • G/MJE O moms*L R -voAAM &*a Pot rWW pAIME emir out MR7 M Pon$ smarm •oc ► ALT. NWIIlr -AME MARNACab 5H o%.L W LISTED AND LAID BY AN AOEW.,Y AND IINSTALLED TO LISTED 'SP15VIFIC.AT1ONR5 PER IRS. AF4nJANC.!'S WTBWFD FOR MiSTALLATiON M CL05ET13, ALCOVES Oft CONlF1NED SIPACZ5 SHALL BE SO LISTED PIER INC. NO Y%AF& 4 -AIR MARNACA25 SHALL S MSTALAJW M A (ROOM IJSIS: Oft TO W 1� A5 A WDROOK DATH MOOK CLOSET OR IN ANY SPACE WTTH1 ACCESS, ONLY TH ROU" WCH1 ROOM OR'.XACZ, EW.EPT DMWCT VENT PUR14 EW.Z.O.SED PU 06 AM BZ CT. MC, Mr -^T*o MAqoCaS PER SEIGTIONLS N414M. N140q. M IMO 00. NO VV~ AAt FUR14AC,E SHALL W RSTALL P IN A G.OSET OR ALG01/E LC54 Tt" 12 ?WPM THiNAMi THE PUIR A9= OR FURNACIES piSTA A" 11*94M MTN A Fli114JM CLEAR IWORICIN6 SPAC. I.L!5b IMAM 3' ADONIS THE 510M BACK AND TOP OF THE rA0404E PIER iN1G. LJGiJ�1ED PET RADLimm APPLIA -M5 SMAI L NOT BE RISTALLED IN APR, OR BAR LOIC,ATE+ON FOOM HEAViOt- l"AN -A/t GAS MWW C4L LZaT. APPLIAWA5 SO PEI L.ED SHALL NiOT W MrAL.LED IN AN LJf OM- OOR SPADE Olt LOLA!i6 Swif LOIG�AT101i IS F%WuolD rm /1N MEMO RCN401/AL t7F tJ1 GAG, PER M. HEATIN S AMP C40LINS LOCATED M A GARAGE AM F CH 6DMPAIM A GLOK SP AM OR PL AM GoWAKE CW WN ITW VAlR7RS 941LL K lRSTALL.20 POW 111E PLOTS No OR HEATRB► CLO45M A!O Sif rCo#M AT LEAST 0 NGiTL'!S AeIOVe Inc FROM Lrvm PER Wz. NOT eE offrALLM at AMR OMITS r AQem T1'w01J1M4 TEE rrAU►�, MOM OR c' 'fm Jt S"/ARATM A vq=c a Ic IF ( Omar a. DrV"Wm s cc4W"Wv7 "W" A �AR/AfE (iAONr Y. DrVISIQI i 4r'QPNW". FNWWW SUCH O{DT3 M" M T►1E &**AM JAMS CAMST1 CIP S11'!'L M4VS1i A W>r LAM T1M m OjWq ow" An. 26 irALVAIiaD SHEET dAMW AMP "04VE NO MIN'W 11E GAP AE VM 11114C, A TYPE L VENTING SYSTEM SHALL. TL"RMNNATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT "ME THE VENT PA"ft THROUGH THE Moor OF THE BUILDING AND AT LENT 2' HIGHER THAN ANY PIORTION OP THE RALDINS WITHIN 10' OF THE VENT. PER IMO. VOW CONNECTORS SHALL BE INSTALL AV WITHIN THE SAGE OR AP RA IN YSMGH THE APPLIANCE IS LOCATED AND SHALL W CONNECTED TO A C."IhWY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CAXA^QCe TO GOi MSTIIN PER IMC. DUCTWORK A - DUCT SYSTEMS SHALL W OF ME'A AS SET FORTH IN TABLES OR FACTORY -MADE AIR OUSTS COMPLYING WITH IMO MM6WoE AIR DUCTS IN THE GARAGE THAT PA55 THIROUGHT THE LIVIN6 /6ARA6E COMMON WALL SHALL W NO. 26 6AdE STEEL OR THICKET t 5- JOINT'S AW WA#45 SHAD. W 91ElSTANTTALLY AIRTIGHT, (O T -111 I'0O AL AND ROUW OWT'J') PER IMCo. G - INSTALLATION OF DUCTS SHALL GONi LY WITH IMO. D - DUCT INtlI,JL.ATTON SHALL K INSTALLED IN ACCORD. WITH TABLE S-11 WI'SEC.. INFILTRATION CONTRO I. EXTERIOR JOINTS AROUND MN DOHS AND DOOR FRAMIE'S, OPE NINQrs DETIo EN WALLS AND FODUNOATIONS, BITNIZN V"LLS A W ROOF AND BET VAMN VO "L PANEL'S; OPENINGS AT PENETiRATIOW OF UTILITY SERViOM THROUGH YrAL.LS MOOR AND F",+r ROO AND ALL OTHER SUCH OPMNSS IN THE BUILDING INGLUDIN6 ArCicM rA04" INTO U4EATM SPA M. SK W SEALED, CAULKED, 6ASKETED OR YEATH!'RSTR FMW TO LIMIT AIR LEAKAGE. 2. ALL EXTERIOR DOORS, OTHER THAN PIKE - RATID DOOR'S, SH N.L BE OW- I6r"lD TO LIMIT AIR L.EAiCAGE A 1, UNp THEIR PERIMETER YwEN IN A CL 299 POSITION. DOORS WTHEM MILT THE � AND GARAGE ARM NOT TIRE' AND MUST S. ALL EXTERIOR MrNDOMS SHALL SE OESIONW TO OMiT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE VW44 SHALL BE 91 $TANTIATEIP BY T'ESTINS TO STANDARD ASTM E 288 -90. SITE• -BUILT AND MILL ARK 'SHOP MADE P4000 TI SASH AM E)QMPT FROM TESTING BUT SHALL W YEiATHER- STRIPPED, C4ftA KED, AND MADE TIGHTLY FITTING. 4. RMISdED L16HT FIXTURES TO LIMIT AIR LEAKAGE PER WLL W SEC. 902.4.4. VAPOR 15ARR I ER5 / GROUND G01ER5 AJd APPROVED VrIAPOrt BARRIER, SHALL BE PROPERLY INSTAL IN ROOD VWX5, IN RAFTER SPACft FOP MW "tM GEILIN613 ARE APPLIED DIRECTLY TO THE 1i0ERSIVE OF ROOF RAFTERS, AND AT EXTERIOR N4..L 5. A 6ROU4 COVER OF 6 MIL. (O.00b ") BLACK POL OR ISmVAL.ENT, SHALL Be LAP O'VOt THE 6R OV IN ALL GRA - SPACE'S. THE OROIJND COVER SHALL Be ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET Purr VENTILATING AREA FOR ATTIC VENTILATION MAY W M20 OF THE AREA OF THE VENTILATED 'SPACE PiItOVIDED A VAPOR RE I NRZM HAVING A F E M MATINS NOT EXCEEDING 1 15 INSTALLED ON THE WARM SIDE OF THE INOLLATIOK THE VAPOR BARRIER BEHIND THE BATHTUB 141ST HAVE A FLAME- SPREAD OF NOT &WATER THAN 25 AM A SMOKE DENS' TTY OF NOT GREATER THAN 490 PER IRS SEC. RSI&I HEAT I NCG EG I PMENT R6M0'4 -Aa1R ! M,ST IN ATMIS OR CRML SPACM MALL GQirLY PC" ItMG. 91-40 i WOW APIPLAA1114M vmmwOW" W TO A VW#fW 9M 9yMr PACWWy WILT CW"V r. T1TE L VOW. T"T ID *A* VOW OR TYK On iAd Vow 111 MILL E "WA AW W ! AID 11E �11f 11E 1�� s M> T s OR on 006 VOW SHALL 1�BMTIE wse Mlles_ FORA OF REWIRED HEATING SYSTEMS FOIR LASH TYPE OF 6LAZINS. SEE 'MM TABLE 6-1 IN MMMt V_ WT M. OAS H11/AC UNITS SHALL BE ISOLATED rROM LMNS AREAS, SET ON TOP OF AN 18' HIGH - I HOUR PLATFORM''., AND HAVE C4*0. AIR DUCT AND E>WA ST FLUE PER ALL /APPLICABLE CODES. H1/AG EGIJiM -E FOR LOVI -Rl'SE IAL SHALL BE SIZED NO 6RLATER IT" IWS OF C ES16H LOAD. WATER TAW TO Be LABELED PER 1461 NA C.A. AI°"PLIAWAS DESIGNED TO BE FIXED IN POSITION SHALL BE SEC MEL.Y FASTS IN PLACE R -10 INSULATION UNDER, MJWTIRIC, WATER HEATERS 23 GPM FLOW RESTRICTORt ON 5H10pgM, TLW AND LAVATORIES. F i F ' PLACES - (51 TE BUILT AND ZERO- CLrEARANCE) MANUFACTURERS INSTALLATIONS INSTiOWTWIINS TO BE ON SITE FOR PRAMIINifi INN FWTION FRS°LA E5 SHALL BE PROVIDED WITH, A - TIGHTLY FIT TINS FLUE DAMir OM, OPIJtATED MITH A READILY AGG C MAMiJAL OR APPROVED AUTON'iATiG CONTROL B - AN OUTSIDE 50t1RGE FOR C 2t-" STIONI AIR MINIMUM DUCT SIZE OF 6 SWAT E INGfB, WITH READILY OPE'RAa.E DAI•FER. OUTLET MST BE INSIDE FRONT OF F PMW - -- --�- C - TUMMY FITTIIib GLASS OR METAL DOORS WITH A FLEE DRAFT M ICT10N FAN., REVIEWED Fl 3R' 50LO Puce. -e NMNO ArOILl SHALL. SH BE PROVIIVIED NTH, CODE oN1p! Lqarc: A - c7UT51VE SOURCoE COMgIST kA4 AJR DUCTED ERECTLY TO THE APrL.I/ANGE. DRD art! /CT) B - OUT'S 015 SOURCE 0OM10115TiON Aim SHVALL BE PROV701ED PER QP6G'S. u W G - T16H1'LY FITTING GLA 6 OR METAL V OOR3 MNiJFACTU EW S INSTAU.ATION MISTRUCTION15 TO BE ON SM FOR PRAYING I SSW WATER City Of Tukwila HEAT E RS BUILMNS M ISTON WATER HEA113" AM REiGN11Rt'D TON ET TM OF M61 NAEGA STANDARD AND W LABELED AS SUCK IN ADO'"10NI, ElACTRIC WATER HEA'TE'RS INSTALLED M UNHEATED SPACIES SHALL BE PLACED ON AN IINC4WIPRE51511119LE SLNWACZ OR FLOOR WOULATED TO A MRMSK M OF R-10. OAS WATER HfJ175" HILL WE MOUNTED ON AN 0 HN6H PLATFORM! VM GON+B. AIR DUIGT AND E WIST FI.IE TO OVT51 E PER APPL&C449LE CODES. TO EE FiXE:D iN PiOSiTiON SHALL BE SE-WRIELY FASTENED IN PLACF- 15 FOR A 4%1AW25 SHALL W 9005116N ED AND GOMIWLMGTL'D TO MOTA1IN VERMAL AND HOPUZONrAL LOADS MITHlIN THE STRE216 L*4TATIONS SPECIFIED IN THE dAL.DINS CODE. ST1tAP THE WATER HEATEIRS AT POINTS MfTHNN THE UPPER US AM LOF'ER 1/3 OF iTS L+OMER PONT SKA .L BE 14INIMIJM 4' ABOVE GONTW LS PIPING, INSULA !WWO FOR NOT MIATL'RJ jrAN SYSTM45 OF PIPM6 FOR CONTINIJOUSLY COWALATN O MOT "ATIER 'SERVICE SY'STQF1 B NOWN tW I TO BE IIU.ATW PIER SIG. 3015J I, TAME 542, WI'SEC SERVICE WATER M' W46 TO W RGULATED FWTH1 R SK YL I , rm m swTION mm* Him NOT W PitOvvWcW AT SK`rLIGHTS ?*4W BOTH FWAMM ARE 1 LY GL/AW Plat SECTION RSCob. IF ALL OF THE F%XLOF'6116 CONDITIONS NUS AM MET. A - THE GLAZpW AREA CC ES NOT E%GEW 16 SdRL*MIE MET. D - TM HiQ* PIONI OF TM GL..A!3d 1>5 NOT TO BE MOM THAN L2' ADOVE ANY P%NLKM SLPFACE OR AREA. G - T+E NOMOL TW4001115 or EACH PAM 9 GIS NOT EXCEED 'NW. D - SGMIII111100110 AM PE50U I D MR ALL GLAZIM AMA SK JOWIS LOCATED MOM "" Cr AoOVE AW M LIUM 'SUIIFAGE OR ern cW TU W" /i11T� CL XWM AM J1e0C>AGl^1 VAL.VM 1lM1T Do "m um HEM 1"m i* AL d PER FL LOK RAN'��VAKE TYPE 80400 tLOM DEVICE AT ALL Now � !' VK11TE AT 1!E pp �L/11DE OR TiE ?!�"bISTA?1G c4xqmpwwm MOM smo S M" E EI'BiB m Ff TM A �K N1tMe� �iK.E T+TD A IIdR or 10 L! W 11MI110 ec"m /1s11L THE DE>fAN KIT. IGIM IFS+ d MIND AG, A 011E I= ALE an /1►IIi.L l AT PIA1W- i�!" t WAGIC»1� •OM11p ev ! 11B. pokll,W AIR It*llMt `' 2 IM�CA� 111100M EMLL "Or E A VAPOR L T r= ov N c� O r N z i `� 2 1 vr g �ge�z a e3c�, IL A. Mve OM►1!S �4 a�110�_,Ic+ 6 FRAMINdo t FOUNDATION_ - 2X4 PONY WALL, PROVIDE MIN. 2x6 P.T. SILL PLATE W/ 1DIf O 1/2" DlAxIo" ANCHOR BOLTS FRAMING AND FOUNDATION PER WAALL SCHEDULE �y E!OUNDATION NOTES (• 46'O.G. ELSEY� ----- ZXb STUDS • Ib' O.G. DIMENSION �O1„I FI„OOR JOIST AND 12" BELOW '1` MIN EMElEDMENT BEAMS OR 61RDl:Rg WITH MIN. b MIL BLACK R -21 BAIT. INSULATION FINISH PER O/ I �` 2X6 STUDS • Ib" O.G. I. NR � ITTEN DIMENSIONS TAKE PREGNCE FINISH PER ELEVATION O/ IS LB. BLDb. PAPER OR R-30 GATT INSULATION tS LB. BLDb PAPER R . PA o O R -21 GATT. INSULATION OVER SCALED DIMENSIONS. AIR INFILTRATION BARRIER O/ SHEATHINS PER PLAN PLYWOOD SUEiFLOOR AIR INFiLTI[ATION BARRIER O/ SHEATNIN6 PER PLAN ... 2• ALL _ S DFI.OW 4 GLU &LU ED AND ND NAILED a R - BATT. INSULATION DEPTH OF I6 FINISHED &RAVE. BEAM SPLICES) TYPICAL UNLE3 RIOTED �.. • a 04 VERT. • 16"O.G. OTHERMSE• TYP • ISOLATED BEAM RUNS. ' • • S. STEP FOUNDATIONS PER SITE Z- FLASHING _ T 4' . ' . 24'x24'xlO' THICK WITH CONDITIONS WOOD TRIM OPTIONAL :. ' HA PROOF Te LOOR EXT. 6LUED AND NAILED. . ALL 4 GONCf.RETE FOOTINSS TO REST ON MINIMUM OF 5"x9 "xl /4" PLATE WAS. IRG 8602.11.1 FIRM UNDISTURBED EARTH WITH MINIMUM 2X FLOOR JST OR T.J.I.'S PER PLANS 2,000 PSF WARINdp PRE*JdURE o�R 4" �. S '� TO SOIL°s 1tEF'�ORT M�!N RE�JIRED). % Z (1) �4 BAR � ( 2Xb !°!����� TREATED ILL = PLATE W/ I/2' DIAMETER S. ALL 1000D IN CONTACT WITH CONCRETE CONT. TOP Ito ANCHOR BOLTS AT 4' -0" O.G. 2X FLR. J5T5 OR T .I. PLR PLA OR MASONRY OR TO EARTH OR AND 12" MAX. FROM ENDS, OR Z STUB OUT M4 2 I _ i MEAT'FER TO BE P� TREATED. PER 5fEARWAL..L SC EDUL.E; • la O.G. SILL _ I 'f MIN. TED . VERIFY ALL DIIONS AND FIELD _ 1 � PLATE MV 1/2 DI b � Z STORM DRAIN - I ' *4 VERT. AT I b' O.G. _ � � _ I I � DOLTS AT 4 -0 O.G. CONDITIONS. ? IF RFGIUIRFD , I - 6 MIL. BLACK VAPOR BARRIER u- (I) � . T AND 12" MAX. PRnM ENDS, OR PER ; ' 1. PROVIDE BRACING AS I . a 04 VERT. • 1 MIN. EMBEDMENT -- REWIRED. UNTIL ALL b O.G. z b MIL. W-A" Va. CONNECTIONS AND STIFPENINb HAVE d _ -- - BEEN INSTALLED. (2) 04 CONT. BOT. IL Q ` I I _ I , a. PROVIDE DOUBLE LVL/JOI5T OR BLOCKINS / - 44 5 PERF / 1 (2) 04 COW. BOTTOM AT PARTITIONS ABOVE. 411 a 4 n 4" PB:RF. a 6" FDN. DRAI . SG,gLB: , I• . I +-0� FDI DRAIN w SCALE : 1" : 1'-0* 9. PROVIDE 15'x'7' FOUNDATION VENTS !1) 8 11 FRAMINS AND FOUNDATION - . 2 FDN. WALL PORCH SLAB /FDN. '° 2X4 STUDS AT 16" O.G. FINISH PIER ELEVATION O/ IS LB. BLDS. PAPER OR AIR INFILTRATION BARRIER 2X4 P TREATED SILL , 0/ SI~EATHIN6 PER PLANS PLATE W/ 1/2' DIAMETER ANCHOR BOLTS AT 4' -0" O.G. AND 12" MAX. FROM ENDS, OR Z- FLASHING PER UtAALL SCHEDULE; 'T" MIN. EDMENT MOD TRIM 0 4" GONW, SLAB O/ OPTIONAL b MIL. VAPOR BARRIER O/ 4" BRAN ULAR FILL Z (1) *4 BAR CONT. TOP " f TI&HT1_INE 1 - _ _ ; ___- L STORM DRAIN _... Z IF REQUIRED � . � � a -` - - S_ ► � i '' ' i � ! 1 r VERT. • Ib' O.G. .p dJ (2) *4 C.ONT. BOTTOM ; M - HI V b'l � • ONE STORY DRAIN 4 — 5 4 • TWO STORY SCALE : 1' : 1' -0' 3) TYPICAL &ARA&E FDN. _X O �wl i_ X METAL POST BASE PS" • 4X4 POST M346 • 4X6 POST (5) 0 4 BARS CONTINUOUS EACH WAY • ISOLATED FOOT INS _ SEE DIM. • ISOLATED FTb'S 2' -0" METAL POST TO BEAM CONNECTOR PC-44 • 4X4 POST PG46 • 4X6 POST POST PER PLAN fMLDINb PAPER " FELT Z <'� o Q�~ ISOLATED SOOTING IF I ISH PER ELEVATION O/ 5 I.S. DLDd. P APER OR AIR INFILTRATION 8.N1?RER O/ 5i"EATHINb PER PLANS - 2x !RAFTER SUPPOIImIlle LE -- C,OF'P. SHIINI .IES 0/ 5 LIS. FELT O/ 1/2' COX PI O/ 2x RAFTERS OR T WILISOE5 • 24" O.C. VENT87 2X rO! UBG T^ftX iId-I�I , BOARD 200 +fAaeR i 2X00 W-4! po4pm AND 7 RAFTER /GABLE END DTL. zo POW MV1Ll_ • Ib' oL. d) R -2t BATT. NOULAT'ION V PLATE MV 1/Y 17I�A0� Stt.L i /IVr, DOLT'S AT 4'-0' O.G. M W t2" MAX FWX*4 VC0.9,, (� � Ir 1114ML _ 5Tm a1T •4 2aP _ • 1O' OL. i: (u 04 C.04rr_ TC4 0 4VWr.• IL �• 0�G Z . �. Q 1 ' kne doe Ask P°D1t DRIW z 6 "L. VLACK VDT, •._ 04 COW 80TTCW xA.E s r . r cr 8) 'PONY NALL/5LAE3/F0N 0 9/4" T4 6g PLYWOOD SURF .00R EXT. 6LUE,D AND NAILED S e / S,& � ,..r. r A .-. �. .... . GABLE END TRLW feR Illi tI F- 2X CoULI -04S J04 TS • 24" OjC. (OR TWL)55 PER PLA045) r R IN5ULATiON 2mb ELOCXINS (FLAT) 2X6 SOLE PLATE BASEBOARD TRIM 9/4" Tt b PLYY400D • b' O.G. OVEIRMANS, PER PLANS 2X TRIM BOARD 1� 2X MXM JOISTS • 16' OTr, 2X ELO0KJN6 2X6 BL.00MNS (FLAT) VCkANX 2X6 TOP PLATE SAD" b'i'PSUM WIALL BOARD SCALE, I" : I' -W 6) CANTILEVER DETAIL FWAwi+syo ra..o.+w+ L DI-MmefON FWW PER 15"ATION O/ 115 LB. BLDib. 1 /1tP'ER OR AIR NVECTRAT10% BARRIER O/ SFEA i 446, FM PLAN UhA 4' GONG. SLAB 0 m A x kL F. M p F, 0 1 FOUNDATION VENT GALGG 527 5t! 60 a 5.5 S.F: FMC VEW !WZV. 103 / I44 x .15 541 S.F. FM VENT. SS S.F. / 541 s 10 FM VE RM RFQD_ • 1 ��� r���p► �Qt�t!'� f L��� OILp . • c"v OF T%mm" L 't x `44 N Cn O r N z a i Q 6 or► 4 r 10. @ DENOTES BEARIN& POINT IN 2X4 PONY WALL, PROVIDE MIN. 2x6 P.T. SILL PLATE W/ (2) 2x4 STUDS • INDICATED POINT 1/2" DlAxIo" ANCHOR BOLTS UNLESS NOTED O'THERYWSE• PER WAALL SCHEDULE (• 46'O.G. ELSEY� II. CRAM. SPACE TO BE A MINIMUM OF la" • 12" MAX FROM ENDS �O1„I FI„OOR JOIST AND 12" BELOW '1` MIN EMElEDMENT BEAMS OR 61RDl:Rg WITH MIN. b MIL BLACK VAPOR BARRIER 6R UND COVER LAPPED (1) 04 GOT. TOP y 12" AT SEAMS AND EXTENDED UP FOUNDATION WALL TO 91LL PLATE � � _ • � TYPICAL. � d, 12, ALL BEAMS TO BE 4x10 *VF (SW SHWT I ... FOR LUME'ER STRENbTH VALUES). UNLESS 4 NOTED OTHERWISE. a 19. ALL POSTS TO Be 4x4 (4xb AT t� +a' BEAM SPLICES) TYPICAL UNLE3 RIOTED �.. • a 04 VERT. • 16"O.G. OTHERMSE• TYP • ISOLATED BEAM RUNS. ' • • :a : °. r 14. ALL ISOLATED SPREAD FOOTiN&S TO BE 4' . ' . 24'x24'xlO' THICK WITH ♦ BOTTOM EACH WAY, LWESS NOTED :. ' O'THIE"SE. IS. FOUNDATION AW+101% BOLTS REdURL A MINIMUM OF 5"x9 "xl /4" PLATE WAS. IRG 8602.11.1 I (2) 04 CONT. BOTTOM f- F NOT TO SCALE 24' DIAMETER X l0" THICK �- S TEP P ED FOUN D ATION Go FoaTINb WITH W " BARS EACH WAY. '"" 2Xb STUD WALL •JO' DIAME X 12" THICK R -21 MIN BATT INSULATION (5) 0 4 BARS EAC44 MAY. som 1/2 GDX PLYWOOD 5H ATHINb SIVINS PER ELEVATIONS 24'$0" THICK CONTINUOUS C4Xr.,. 0 FOOTiNb WITH (3) *4 BARS. 5/8' bYP' WALL BOARD 2X6 SOLE PLATE BASEBOARD TRIM 9/4" Tt b PLYY400D • b' O.G. OVEIRMANS, PER PLANS 2X TRIM BOARD 1� 2X MXM JOISTS • 16' OTr, 2X ELO0KJN6 2X6 BL.00MNS (FLAT) VCkANX 2X6 TOP PLATE SAD" b'i'PSUM WIALL BOARD SCALE, I" : I' -W 6) CANTILEVER DETAIL FWAwi+syo ra..o.+w+ L DI-MmefON FWW PER 15"ATION O/ 115 LB. BLDib. 1 /1tP'ER OR AIR NVECTRAT10% BARRIER O/ SFEA i 446, FM PLAN UhA 4' GONG. SLAB 0 m A x kL F. M p F, 0 1 FOUNDATION VENT GALGG 527 5t! 60 a 5.5 S.F: FMC VEW !WZV. 103 / I44 x .15 541 S.F. FM VENT. SS S.F. / 541 s 10 FM VE RM RFQD_ • 1 ��� r���p► �Qt�t!'� f L��� OILp . • c"v OF T%mm" L 't x `44 N Cn O r N z a i Q 6 or► 4 r t f Z �0 h It) Z_ O _i NOTE. SPACINS BETYCeN INTTRMEDIATE SUARDRAIL MEMEERS TO BE A MAXIMUM OF 4" CLEAR, SUCH THAT A SPHERE OF 4 DIAMETeR SMALL, NOT PASS THROUQrH ANY OPENINS. BALUSTERS TO CONFORM TO IRG SEC. 85115 A - 94 FRAM ANCHOR 2 LAYERS S /L' " TYPe "X' 6YP. BD. BELOW STAIRS \_ ('S) 2X12 STRINSERS FIRE BLOCKIN6 • MID -SPAN t • WALL, ALONG STRINGER BETYCEN STUDS AND AT TOP AND BOTTOM OF STAIRS 2X4 THRUST BLOCK NOT TO SCALE T"'*rF. INTERIOR STAIR 11/2" it MIN. CONT. HANDRAIL , 10' MIN. LQl^ER FLOOR FRAMING NOTE5 I . NRI TTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. ALL HEADERS TO BE 4x 10. D.F. *2 U.N.O., CHECK PLAN. J. BOTTOM OF HEADERS TO BE 1 THIS FLOOR U.N.O. 4. ALL EXTERIOR WALLS 2x6 WITH R -21 INlSI1LATION UNLESS NOTED OTFERWI5E. S. ALL PRAMS NAILINS TO SATISFY CHAPTER 6 I.R.C. BLOCK ALL PLYW000 EDdeS. ALL EXTE''RIOR SHEATHINS NAILED WITH IOd AT 6" OZ. (EDOM) AND 12" O.G. (?�IEI.D), U.N.O., TYP. 6. PROVIDE DOUBLE JOISTS OR BLOCKING AHIM PARTITIONS OGGIJR ABOVE. I. PROVIDE 50LIC BLOGKINS OVER SUPPORTS. 6. PLATE HE16HT TO BE q' -0' THIS FLOOR U.N.O. q. FIRE BLOGKINS AT ALL PLUMBINS PENETRATIONS. 10. ALL STORASE AND SPACE'S UNDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE "X" SYP" BOARD. II. 8 DENOTES SOLID BEARINS UNDER CONCENTRATED LOADS 12. FINISH ALL GEILINSS WITH 5/6" 6YP" BOARD. 19. PROVIDE 26 -6AWe OALVANIZED SHEET METAL FLA'SMIN& ABOVE WINDOMS AND DOORS. (TYPE LAP BUILDINS PAPM OVER. 14. HOLD SIDINS 6" ABOVE FINISHED GRADE, TYP. IS. WINIDOYIS SPECIFIED ARE MIFISR SY, SIJMMIIT OR IWAL. U ■ PER SCHEDULE. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 16. FASTEN MULTI -LAM 2x BEAMS PER ERG. STANDARDS, CHAPTER 6, TABLE R6025(1) TYPICAL. 19. ALL VOIDS TO BE FIREJORAFT BLOCKED PER I.R.G. 5WTION 8602.6 16. INSTALL WATER HEATER PER 1469 NAE A. PROTECT FROM IMPACT PER 2009 I.M.C. THE PILOTS, H A045", HEATINb AND SYVITGHES SHALL BE A MIN. OF 16` ABOVE THE 6ARASE FLOOR PER 2005 I.M.G. Iq. STRAP THE WATER, HEATERS AT POINTS WITH IN THE UPPER 1/9 AND LONER 1/3 or- ITS VERTICAL DIMENSION. LONER POINT SMALL BE MINIMUM 4" ABOVE C4NTROL5 20. FURNACE TO BE PLACED I6" ASV. FLOOR ON I HOUR FURNACE PLATFORM W/ (2) 5/4" LAYERS PLYWOOD. THE PILOTS, EURNERS, HEATING ELEMENTS, AND SKTC+VS SMALL ALSO BE A MIN. OF 16" ABOVE THE *ARASE FLOOR. PROTECT FROM IMPACT PER 2005 I.M�G. 21. D'O'OR BETHM HOUSE AND 6ARAf E 15 TO BE 20 MINUTE RATED OR SOLID GORE, WITH SELF - GL.OSURE. 22. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BAT Mr BACoK -IJP, INTBRCONNEiCTED. 29. INSTALL OIR. VENT FWVj- PER TeRM45 OF LI5T1Nb NO MCSRS WMS. PER SECTION RIO01 I.RG. 24. PROVIDE C-ONT. HAN MAJL AT STAIRS A MEN. OF 1 1/2' FROM WALL, RE9 TO DETAIL I ON SHEET No. 9. 25. L16M INS CONtTROL'S FOR IMERIOR STAIRWAYS MUST BE PROVIDED AT THE TOP AND BOTTOM OF THE STAIR 26. MALLS NTH GREATER THAN 600 PLF R6C LOM A MINIMUM OF A 9x METER AT ABUTTING PANEL EDGES AND SfL.L PLATES. FOR YlAtLLS BETYEEN 950 AND 600 PLF, ANCHOR BOLT SPACIN S HAS BEEN DWAREASM BY 1/2 ME 2x 110 ). PER R40916 I.RG. 27. ® s LOCATIONS OF FLOOR RE&ISTERS 26. TUBS AND SMOKERS, • FfRE BLOCKING BCTNE EN STUD'. • LMT SMOMM FLOW TO 23 &PA. * KATEFrROOF AAt.L TO NtiTRN 70' A8O VE DRAIN I'M ET. ALL 6LA *o WITHIN "TO" ABOVE GRAIN 04 TO BE SAFETY 6LASS. • VAF� OR BARRM 9194M 6Y'PSW W. 0 O n m Sc-ALE _ E• TT1 S.F. � X05 i � 1 3:: N 0 r N z a 2 m , it !�E 4 R f s� i J R a 0 2X10 P.T. 2Xb P.T. BLOCK'S 15 do x6'GONG. ISOLATED FOOTING W/ (2) 04 EA. WAY-- 2X6 P.T. TOP RAIL IX4 2X4 PICKETS • 5 9/b` O.G. 2 BOTTOM RAIL 4X4 POST 2X4 P.T. DECKING L- 2Xb P.T. DECK JOIST • 16' O.G. 4X14 HF 02 P.T. BEAM SIMPSON PC-44 POST GAP 4X4 P.T. POST SIMPSON PC44 POST BASE NOT TO SCALE I i DECK FINISH PER ELEVATION O/ 15 LB. BLDG. PAPER OR OR AIR INFILTRATION BARRIER O/ SHFATH'b PER PLAN, BEYOND � 2X6 5'TtJD�' • Ib' O�G. W/ 5/b`x 6 � DL� LE DGER (�, -. t \ 1 9/4' T�6 PLYYVO�OD SUDFLOOEt L.A6 SCREWS • 24 O.G., GLUED AND NAILED TOP ! STM STA66ERED 2X4 P.T. DEGKIN6 „- 2X6 P.T. DECK �• JOIST • 16 D.G. x: SIMPSON L.U26 > { JOIST HANkSER } OR EG•• TMs'- J 2X6 STUDS • I6 O.G. W/ >< ) R -21 BAIT. INSLL.ATION FLASHING FINISH PER ELEVATION O/ 9/4` IN. &A4-V. 15 LB. 131-06. PAPER OR HOLLOW SPACERS I OR AIR INFILTRATION FILLED W/ , BARRIER O/ SHEATWO SILICONE CA LK PER PLAN, BEYOND NOT TO SCALE L2) DEC,*< /WALL CONNECTION 2xb P.T. JST. •I6' OZ: `. - .4 r r ♦ VE CAQNS T READS , 1 WAA i c mmmmmmmm. awry 2x12 P.T. STRINGER [3) DEC-- STAIR DETAIL FRAM! NCB N I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMD&ONS 2. PLATE FEI&HT q'-O' THIS FLOOR UNLESS NOTED OTHERWISE. S. ALL HEADCR°s TO BZ 4x10. D.P. 02 UNLESS OTIEERWISE NOTED, GHEGK PLAN. EQUIVALENT PARALLAM SEAM MAY DL SUBSTITVTED IN PLACE OF BEAMS t HDRS. 4. BOTTOM OR HEADERS TO BE 1'-6' THIS FLOOR UNLESS NOTED RISE. S. ALL EXTERIOR WALLS 2xb WITH R -21 INSULATION UNLESS NOTED OTFERAISE. b. ALL FRAME NAILING TO SATISFY SECTIONS 8502; 8602 i R602 I.R.G. BLOCK ALL PLYV4000 EDGES AND NAIL WITH IOd AT b" O.G. TYPICAL ALL EXT. WALLS. '1. PROVIDE DOUBLE JOISTS OR BLOC,.KIN6 WHERE PARTITIONS OCCUR ABOVE. b. PROVIDE SOLID BLOGKING OVER SUPPORTS. r!. FIRE BLOGKINS AT ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/6 TYPE 'X' GYPSUM BOARD. II. ■ DENOTES 50LID BEARINS UNDER CAONCENTRA LOADS USE (2) 2x6 AT b' YVAL LS. USE (2) 2x4 AT 4' WIALL.S LHJMS NOTED OTHERWISE. 12. FINISH ALL CEILINGS WITH S /D' 6YPSUM BOARD. 15. AT GARAGE USE a/ TYPE 'x' G YP. W. AT ALL CON*NiON WALLS, ALL CEILING AND ALL EXPOSM BEAMS 14. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, CHAPTER b, TABLE R6O2.5(I), TYPICAL 15. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR &WAL. 16. ALL VOIDS TO BE FIREAARAFT EN WJW PER IRC SECTION R602.6 1 ?. PROVIDE GONT. HANDRAIL AT STAIRS A MIN OF 1 1/2' FROM YVALL, Rig TO DETAIL I ON SHEET NO. 5. 16. !Z7• L.+OGATIONS OF FLOOR R SISTERS 19. MAIN FLOOR FRAMIN S TO Be 2x10 HF •2 FLOOR JOISTS • Ib` O.G., TYPICAL UNI,ESg NOTED OrT}ERWISE, FLAN s ove DiREGTION. SIMPSON 2x HU HGRS SIMPSON LSU26 -2 VOL.. JOIST HANSR OR EQUAL, TYPICAL SIMPSON LU2b JOIST HA"kSER OR EQUAL, TYPICAL p- �v _ SIMPSON L U2b JOIST USER OR EWAL, TYPICAL 5+`PSON1 LSU26 -2 VEX - JOIST HANiSER Oft E WAL, TYPICAL b'-O`x 5'-0`x 4' COW.4WTE SLAB 2x12 P.T. LM76M - W/ (2) S/b'x b' 6ALV. L.A6 SCREWS SOFTIT + INSULATE AT CANTILEVER ` LOPeD HANGERS TYP TO 'So TYPICAL 2x12 P.T. STRINGER TYP. (2) 2x12 P.T. TYPICAL AT CANlTILEVM N Cn 1 N z a. 2lQ3 i•G i I La SIMPSON LU26 JOIST HANSM TYPICAL OR EWAL, ���J��r- 11111 � T Q�� •-��' V4' = 1 Crrf OF + -r •t� '^� � .- .... ��..- �sr•.- ..vnl.�y. -.. ..iw. ..�_ _� - - �! .� -.-... - .- _.n.awr -. ..- v. _ .. .. ��� � Y. -«- �.� �� .�._ .. _ � � .�. -. - .. -..- _ ... .. .. � .. �. -.��. ��� ..��_ _ -� _ -� -_- _ �. _.� w - .. �. .► -. w ... .. -w - ... .�,iw.. -.. 1 . ... - �!. may/ ♦ ..�. - _..-+ -.. .�.. -. SOFFIT + INSULATE AT CANTILEVER IEEAD19t HAN SM ON E R. epvs, TYP. I6 *AVE ads • 1b i MAIN FLOQR FRAM I NCG NO 5 I. MITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HE1644T W-0 THIS FLOOR U.N.O. B. ALL HEADERS TO BE 4x 10. D.F. 02 UNLESS OTHERNSE NOTED, CHECK PLAN. &WIVALENT PARAL.LAM BEAM MAY 19E SUBSTITUTED IN PLACE OF BEAMS 4 HEM. 4. BOTTOM OF HEADERS TO Be 7'-6' THIS FLOOR UNLESS NOTED OTHERWISE 5. ALL EXTERIOR WALLS 2x6 WITH R -21 INSULATION U.N.O. 6. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLY 4000 ED6L5. ALL EXTERIOR SHEATHING NAILED WITH IOd AT 6' O.G. (ED6EJ AND 12 O.G. FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR BL..00KIN6 WHERE PARTITIONS OCCUR ABOVE. 6. PROVIDE SOLID BLOGKIN6 OVER 5UPPORTS. q. FIRE B' LOCKING AT ALL PLLM BIN6r PEFETRATIONS 10. ALL STORAGE AND SPACZ5 UNDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE "X' GYPSUM BOARD. II. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS UNLESS NOTED OTHPRNSE. 12. FINISH ALL GEILING3 WITH 5/6 GYPSUM BOARD. 13. AT 6ARA6E USE 5/6' T1rf*E 'X" 6YP. BD. AT ALL COI*'ION KAL. LS, ALL CEILING AND ALL EXPO IED BEAMS. 14. PROVIDE 26- &ALWpE GALVANIZED SHEET METAL FL.ASHIN& ABOVE WINDOW!3 AND DOORS. CrYP) LAP BUILDING PAPER OVER. 15. HOLD SIDING 6' ABOVE FINISHED 6RADE, TYPICAL. 16. WINDOW, SPECIFIED ARE MF6M BYg c ~IT OR EiGUAL. U ■ PER SC4*MXL.E TOR TO VERIFY ALL ROUGH OPENIN6s. 11. FASTEN MULTI -LAM 2X BEAMS PER, I.R.G. STANDARDS, G 6, TABLE RbO21%), TYPICAL 16. HANSERS AT POSITIVE GON BCTIONS TO BE S4MPS0N OR EGILUAL. Iq. CZILIN6 JOIST5 TO BE 206 AT 24 OjC., TYPICAL U)W , PLAN 5HOM JOIST DIRECTION. 20. ALL VOIDS TO BE F PER IRG SECTION R6O2.6. 21. INSTALL WATER, HEATER, PER " NAECA, SEE SHEET I. PROTECT FROM IMPACT PER 2005 IMC 22. FURNACE TO DE PLACM 16• ABV. FLOOR ON I HOUR FURNACE PLATFORM YV (2) 3/4 LAYERS PLYnOOD. PROTWT FROM IMPACT PER 2005 IMC. 25. DOOR geTyqMN HOUSE A V SARA6E TO BE 20 MIN RATED, SOLID CORE, TI6w Fmms, YgTHI SELF CLOSURE 24. INSTALL Pot VEW FRPL. PER TERMS OF LISTING AND If-6R5 SPECS. FM SECTION RIOO1 I JtZ. 25. PROVIDE GOAT. mA DRAIL AT sTAIRS A MIN OF 1 1/2' FROM MALI„ 1 TO DETAIL I ON SHEET NO. J. 26. STRAP THE MATEI, HEATERS AT FORM WITS! IN THE UPPER 1,03 AND LOI"!R 1/3 OF ITS VERTICAL L.,OMCSt FtM I SKALL BE 1 4' ABOVE CONTROLS 27. P%M.1_5 Y4TH 601EATEM TH1AA 950 PLF P45GL RE A M *MUM OF A 5x 1101EMCIElt AT ABUTTiNb PANEL ECkMS AHD SILL PL.ATZS. FOR P LLS BETMEMN SO AID 600 PLF, ANC,NOR DOLT SPA 4145 HAS Bpi BY 1/2 MW 2x SILL PLATE). PER R405-1k 1lirC. 26. Lw TiN6 GOwT1ROL.5 FOR 61TE!l om sTAmovAYs MUST BE PROFVWW AT THE TOP AM BOTTOM OF THE STA k �� i • • - i • izj 0- ALL 5MCAM EX I WTONS TO W NO VOLT W<TN BATq. 9w ISAC.IQ P, TW_ 151- IWO ANP • � �,O�C.K1N6 �1"Qli SUDS. 3mormt RAh TO " 6! " ,�► ft%.L TO rim"m -W A aov r�RAa«I OLLrr. • ALL & PWftM 'WP A PVE ar*I PL Er TO BE somfe r @L.As& • vMroR eAwreM g000 OYPIM ep. Oft 46 qt O m 5CA4Z r V/4* = I 42' -O" C r Z '' v v L _ l N Cn M O r N z a. SQUARE FOOTAGE SUMMARY WAIN FLOOR tab S.F. L *"t nom Err sF. TOTAL APWA = S.F. bAR�6E 40, sp. 0 TUO(WRA FR- ,,fill CRAW 1011% A *^VE W 4 16 or 16 t m 60MILF END KALL SHEATHING MUST EXTOO LAP &ABL,E Inca 3 TO RDOIw. V4* . 1'-0* N Cn O r C1! M MIN. P ATTIC 5 vv In- INb ME M 7N A95 GT OK c 1 t A POOP 'S EAT1M S ODES NOT NOW TO EXTOV I MPM OVER TO 6 wz)ot TldJ'!iS. ROOF VENT GADS. PU)IOF AOREA, 1216 St. / 500 • 4.2'3 St. Vtgf No !!6Q'S'/. 4-3 S.F. / 2 s 2J5 St. VO TIM 1RWV AT P40F Pap6n. 2J5 SF. / (.44%05) = b VMM MIOV. bo 4 iw' o!57 flowym f z cL pma,o� PC il Q 6 fill will A *^VE OM► i C�l�1i o � �4 I SPACINS OF RAILS IN DECKS OR BALCONIES To IBE 5 1/2' SUCH THAT A 48• SPHERE WILT, NOT PASS THROUGH, TYPICAL 2050 !bKYL 16HT -- PI L �nl IIIII, IIIIIII! �����������' W dw 6'-b"x 5'-O*x 4" C-OWARETE SLAIS 5/6"00 ALL- ECCA4 CAP THREAP ROD FM 4x4 POST; (&ALVJ (TYP) ECC-64 CAP FOR 6x6 POST + + + + 4A4 BEAM LEFT ELEVAi"IOO N 4x4 BRACE LANS 21/4 01 (6 T"YP. F-ok Ems) 5/880 MB BRACE DETAIL ROOF 0tAZXZT, SM DETAIL ON THIS SHEXT NO OUTTER SOFFIT • INSULATE AT CoIIIIIIEN/M — .&'-6ox 5'-Oox 40 C.ONWW I E SLAMI ICI �� �fllll Emma,_ - 40 �o O T.O. - 1 SLIVIIII on T.D. PLATE O �f ins T.O. PLATE O �i ,dp fi-Ai IIIIIIqpIll L L L- NE I im 4 1/2" 4X4 CEDAR, TYR 2X4 CEDAR SCALE: I' = 1'-O' tV P4X)r- ENRACKET F-I W►TI!2N N071-=5 I - F'ROVWE C-ONT KkM METAL 6A)TTERS, TYP "ICAL 2. PROVIDE ROOF VENTS PER PC, SE CTION R&76.1 TYPICAL. 5. PRO &N-VANIZED SHEET METAL FLASHINIS AND COUNTER FLASHINS AT ALL ROOF FINETRATWINS IWAIMMINIO ch*lw�YS- 4. PMYM To WZT10N PuOol "R FOR C4044EY CoONSTRWTION. 5 PROVIDE HEATHOlt-STRY"NS AT ALL DOORS AND V4NDOM. C*%LK ALL JOINTS AND FI%IIIIIIIIIS IN EXTERIOR V44A.L 6. EIRICK TO 19E WoIlEw BY STEEL LJNTM-S AND SHONI NOT BEAlt ON V40CV rptA~. 1. PWOSHM EXTERkM 6RACE To SLOPE A#%ky PRO DWILEnNIS AT A SLi0ft OF AT LEAST 2% FOR A OF 5 FEET. a. P42ST APPROVED NUP451"S OR Accogme ON THE Vr§BAJNS. ACCO2MIS, gHft.L ae PLAWY V1949LE AM L95549LE FROM TW TRIZI WTINIS IM VreLLIN& 18' MAX. OFF mv-poiNT OF MWEST PJZ) T.O. PLAT! O it RAIL T.O. suartm. • Khm TD. PLATE J Uf 0 4 ltr Ix O Itr MEN STRAIGHT C-40LUMN GOWARZTE GO"NUOUS FOOTINS ICI � ICI � -- I lU -J' . rl I � ,, - ON .rl�rm�.. 9 1 111 WALE V48 a 1'-0* 2050 SKYLWIT 4CR- CoONTINUPUIS MIL. GUTTER ROOF d��CIKET SHINISLE STYLI! SIPINIS 2x5 SILL PV 1x4 STOOL Ix4 TRIM Ix4 CoOPIPM TRJMl SOFFIT ♦ INSULATE AT CANTILEVER 60 LAP SIPINdp i�iiii ! I j' � ��'i' =� �i =iiilll�III-- IrI'�III m fill il ea 4x4 fw.T- PMT, T"nC,,IIIIII Alllsg4 Tm VERT 9mm. TVPWO*4L " VD.T. raw T"nc.^L O c�. e�� R���3 ���fi c" . OF N � 4 pEmff A. *^'M :21-04' 7Gr1LE r &W a r 6LAZ I N& SCHEDULE - PLAN 21099/A/2 2i09 Sr.....� L total 31a in - - _ - -- LO�GATION rec MANLIF. k10laEi, i"RAIr! ' _ NO. i _ 04 -- - H ..' _UREA OAS AIR - L E U - TOT - - . rm s d. g _ Summit 5610 vt 1 n9 i i , 6.00 b.b� 40.02 air t 1/2 0.35 , 0.5 l ach - damper - - - -' 48.1404 , yes _ 0.330 _ _ roc rm tram abv Summit # 8630 vinyl _ . j 1 _ _.. 6.00 _ . 1.00 - 6.00 _� air t - 1/2" T , yes 0.320 - -- I50 - -_ 1.42 _ laundr c amt y - . 5u mm It _ _ - 19610 _ vinyl _ _ I 2.00 4.00 1 _._8 00 air f _ I/2" . - . - --- _ - - g. Q _ i_ .. . yes 1 . 0.330 tt I 2.64 bdrm - 4 sidr - -- -- 5vmmit ! - 5b5o vin I ' I 6.00 5.00 ! 30.00 air ` I/2" _ es 0.350 Max_giazln9 allowed Si5 _ 10.50 bdrm - 5 si _ .. dining dining 5vmmit I Summit t 15650 vinyl 1 - -� 1- 5.00 _ 5.00 Plroposed blazing u- value_ _ - _ 25.00 _ air �Manc. door u - value allowed I/2" - Pr oSed door u value + 0.3410 __.°P._ o - - ----- -- _ _ _ - _ � Ducts to unheated spaces -- - - -- yee 0.350 8. ?5 -_ rm a. .d. dl 9 _ . ning rm trsm abv ! Summit - 10 8630 yin I y - vl I _. �- ! 6.00 6.00 b b I.00 40.02 6.00 I air - -„ I/2 _ .._ - . _ O 330 - -- - _ - . 15.21 - - - kitchen tchen sidr xnmlt - n - - -- . , air 1/2" yes O 320 92 master bath sldr 5ummit 8650 @650 vl I i 1 4.00 3.60 1 4.40 air I/2" _.I/2" 9 0.350 _ 5.04 _ - vinyl ._ I _ .�I 4.00 _ . i 20.00 - 30.00 air I yes_ 0.350 7.00 plaster bdrm sidr 5ummlt _5650 vinyl I a 6.00 5.00 - air_ ! _ 1/2" yes_ 0.350 - -10.5_0 _ -- - -_- R 2 sidr �, _5650 Vinyl _ __ 1 i .5.00 - 5.00 1 air ryes_ 0.350 - ' - - 8.75 3 sidr _- _ -- Summit _.. 5650 _M .. . viny I j - - - 2 - 5.00 5.00 : ..25.00 « 25.00 air -- 1/2" . 0.350 8. 1 °^ y �tdellc�hts ! -- - Summit 6630 _.._ _ vinyl - 1.25 6.00 1 15.00 _ air - - I/_2" - 4 .yes yes_ 0.320 _ 4.80 - - -- 1 entry tram abv _ - - 'tr Summit - 8630 v vl I 1 3.00 I.00 t 3.00 _ air - _ J I/2" -- yea - _. 0.320 - _ - _ -- - _. 0.96_ abv tram Simimtt T 8630 _vinyl _ �.�1 - -� 6.00 - 6.00 5.00 30.00 air i - I���� - ye s r 0.3_20_ livin a�plzold g rm sidr _. Summit 8650 vinyl ti 6.00 36.00 air - t _ yes _ 0.350 - __ 12.60 _._. i4I1�W TOTAL l - - - - --� I? 933.44 _ _ _ - -- -- _ _ - SKYLI -- --- - _.._ ... •- - T _ .. _ .. main bath - -.._ ___. ._. MANW Grystallte - ... MOIXL custom _ rll1�1 /tb _ ; NO. W H T AilE�► dA5 , j� AI L L � U -V/+1L _ _ _ ..__ __._ __ TOT alum I - . 2.00 _. 2.00 -- 4.00 -- -- _. air - -- I/2" y es 0.40 1.60 '.l'IGYLId�HT TOTAL. ! I - --- - -. _ _. _ - - -- -- ._ -- - -.___ _ - - -_- - -- ROOF CON UCTION * GON7!'051T10N 5HIN6LEs 'JO* nm.Ti NTkRYCNEN * SMID ShIEATHIN6 CEILING JOISTS PER PLAN * R -36 BATT OR BLOINNAN 1W1JL.ATION MIN. * 6AS HEAT 5 /6" OYP" KA LL LARD a GEILINS Y4ALL CONSTRUCT * SiDIN6 PER 111"AT10N5 * 150 MMLVIN& PAPER * 1/2' GDX PLYWOOD SfEATMNS (OR EGIUAU * Zxb SWID ' AT 16 O.G. * R -21 BATT INSULATION MTN V.D. FACE STAPLED. FLOOR CON5TRUCTION * FINW FLOOR PER PLANS • 5/4 T46 PLYY4000 6L.IED AND NAILED * FLOOR JOISTS PER PLAN * R-W GATT INSULATION MIN. OVER UNHEATED AREAS * POST AND BEAM SUPPORT BELOW JOISTS OVER &RAVE • CRA 1_ 5PACES • b MIL BLACK VAPOR BARRIER PIt/~ A V rOtRVATM rgt*#O* AND ra1MS7,AIVU CNOV9 4ON 0040"W" ZX s'ltias • !b' O.C. 2X6 91W9 16' O.G. VV R-21 DA rr WUL R -21 DArr. MA_ r*MH MR ILEVAroM O/ '.dip• TYM 8 )" OAK • ALL 0 L8. UZO. P'A IM OR GOMM+lM Lf~ MALLS R-50 DATT ME LATM AMR M MIRATI M DAPROt aw _ O/ SM�EJ�TMIllii ret rLrw �,W AMP BALM R-JD aRTr ATiON 9/40 Too rLyyv sumL 49 AM AND NMM 4• col+c. SLAB 0/ Olt TJ OR J 6 "L_ V.9 OY 4 QRAiiLJ4R r .L. 7� .b* Raw MALL Olt T.J.I. ret rLM _ • 16' O.G. 2X P L_ X -� 'io A�NC44OR • s'-400 O.C. raJ a: f on SHPAR P49W. SUCI. ULE 1M30" MOM j p . �1 �s O •', i AND HOPM - 0 • O O I rye *sas RAM w1 s+ a . .� �► . 1'-0" 1k SWANAA^ We"t To PMW- MAIN OwAd"o ++oli�t What r<L MOTE. PLO= PRiMlls SW C ZAffit 0 0 % 0 Lae SUMO ' _ OW-Mme # ALL awwr .� vleAN 'eat molt TO MACK /'�C1A ATM r1At.Ls ,o � dti • 11DTE rLO01t !'LL • ` �d GOMGI�, O . SHI A'l So a . '•� ti's M1G• • cW0 F a= r.r • 't wo o ' L room TO SACK rains . _ h �ra 4O • • P"44.6 • + na0 FM om 'h POW itirpTift OAV!& 9 2 SAM ImW f _ ese�Ml 4*0 POW MW MOM o 0• . ,�• 0. . OIL r� ew+� O o 0 'o i v te do cal* `'�` Ma m sine w•rw wvr,o swa Mi 04 T &AR Top Aiicam DMT ii T DOWt 'A' mopuzomrAL TOP ANOIVR UMLT •��� t► ��t��1i. •rr�� •���1� l�t�y.I�R •��� I "Owe . •Awwas •f��t�l ltR�y�I*i •fir I •etlm& •rrl�.•��sar�t �utry.rwi. •��r • •���, •+irl�ti.�•s•I�[ �1R�y•Ir. I�tttt� I ���wa MAWW' i *Was prom I wtrK rnrw•a *arm rraft ttlsttt►�M►�rtMa BEMT. AALL / PONY AALL :02 BSMT. VAALLI &ARA&E FDN. 61RDER TRUSSES 2x8 RAFTERS NO &UTTER 2x6 STUD • 16 O.G. YV R -21 BAIT. INSUL.. 2 X10 TRI TYPICAL SOFFIT ♦ INSULATE AT CANTILEVER o� ' GONnNuolu'"' FOOTINb DETAIL 05 ON SHEET 2 COMPOSITION SMN13U S INSULATION 4 X 1> i5 EXTERIOR PLYYrOOD FiN1115H �--- 2xs P . DECK JOISTS - 1 5 1 NOD 2xl�O OR J015T 0 5 16 OiC. 2x6 STUD • 16 O ji. !^V R -21 GATT. ff4r JL.. 2x10 FLOOR JOISTS 10 16 O Z. NV +R -30 8ATT. 1N5iJL.- Z X LU20 JOIST NA 66CK TYP. _ SRS SM MJ1122 -2 DEL..,, _ SLOPED TO SD•, TYPICAL ,e ZW 114.F. 82 P.T. TREADS. TY'P. NOW r CilAM '.PALE , An Vft ZO rx. 1111" or-Am 2c P.T. L..EDErm •.v_ r 24' OL, TOP s 9k" TOM ST AdWMSRW q I /2 • TREAD 4 W tin J) r OC 2XIL2 vex._ F.T. TY!P4AL, SM PLANS xAS _ • t • 2 x 4 �T atOr,K i;1 Lex a nn �� T IN , Cam► OF TUKVftA i N O r C�! z c�. 239W [IRC F1 . 2i09 Sr.....� L total 31a in - - _ __-�_ E 'J' 61.44 SP. total u.a. IZL'f4 _ ..- -- - , % - of Qy�,` V•'VQ .Y_! _ . __ - -- - - � 0341 I EXHAUST VENTILATION SYSTEM source _speclFlc exhaust ventilation 0.35 , 0.5 l ach - damper - - - -' 48.1404 - 140 200 t cfm E MIN. MANW. mop. Gr'M- - LAUNDRY 5 0 c�ti50 - lIS - -} -_- cfm - -- I50 - -_ -- -_ _ cfm no n/a 1 ?- cfm nutonc %cL _ 62 t ;80 cfm no n/a MASTER BATH 50 cfm ._ ' fm MAIN BATH 100 ce - c�t80 - - cfm nutone /e t80 - i -- - -- -- /- 4 ` - �----- - - -� -- - - -_ -- -- t -cfm nuton_ e t150 ! 15 cfm .__ _._�y _ -_ � - � i t - - ._ cfm � no _ n/a 150 cfm ' _ LOWER BATH 100 cfm - - nutone% f 1150 !15 Gfm - - - t 150 - . - . - --- _ - - g. Q _ i_ .. cfm �._ __-� = 5 --- -� AHOLE HOUSE EX4AJST VENTILATION SYSTEM Combined use of source specific fans as Indicated above. Fans indicated above as being '1N.H.' (Mole House), are to be connected to on approved 24 hour timer. C.HEGICLIST TABLE 6 - 2 2X6 F" LL ELEr,TRlG RESISTANCE FUELS _ - - - T ' CHAPTER 6 PRESCRIPTIVE X I CHAPTER 5 TRA -OFF , ! Option number _ _ _ - --opos IV Vaulted celltngs - 21.00 Max_giazln9 allowed Si5 _ - " ceilin /attics - -- - R -38 f Pro_posed�lazing AS __ _ -- Ma glag zin u -value allowed 1'7.00 l Exterlor walls 0.65Ca House %garoge is + ! R F common real - 21 Plroposed blazing u- value_ _ - 0.341_ 1 Floors over unheated spaces _ -w R_ - 30 �Manc. door u - value allowed 0.400 j51ab�perkrwter ^ R - 10 �i Pr oSed door u value + 0.3410 __.°P._ o - - ----- -- _ _ _ - _ � Ducts to unheated spaces -- - - -- '- - -- R -B - _ . � ROOF CON UCTION * GON7!'051T10N 5HIN6LEs 'JO* nm.Ti NTkRYCNEN * SMID ShIEATHIN6 CEILING JOISTS PER PLAN * R -36 BATT OR BLOINNAN 1W1JL.ATION MIN. * 6AS HEAT 5 /6" OYP" KA LL LARD a GEILINS Y4ALL CONSTRUCT * SiDIN6 PER 111"AT10N5 * 150 MMLVIN& PAPER * 1/2' GDX PLYWOOD SfEATMNS (OR EGIUAU * Zxb SWID ' AT 16 O.G. * R -21 BATT INSULATION MTN V.D. FACE STAPLED. FLOOR CON5TRUCTION * FINW FLOOR PER PLANS • 5/4 T46 PLYY4000 6L.IED AND NAILED * FLOOR JOISTS PER PLAN * R-W GATT INSULATION MIN. OVER UNHEATED AREAS * POST AND BEAM SUPPORT BELOW JOISTS OVER &RAVE • CRA 1_ 5PACES • b MIL BLACK VAPOR BARRIER PIt/~ A V rOtRVATM rgt*#O* AND ra1MS7,AIVU CNOV9 4ON 0040"W" ZX s'ltias • !b' O.C. 2X6 91W9 16' O.G. VV R-21 DA rr WUL R -21 DArr. MA_ r*MH MR ILEVAroM O/ '.dip• TYM 8 )" OAK • ALL 0 L8. UZO. P'A IM OR GOMM+lM Lf~ MALLS R-50 DATT ME LATM AMR M MIRATI M DAPROt aw _ O/ SM�EJ�TMIllii ret rLrw �,W AMP BALM R-JD aRTr ATiON 9/40 Too rLyyv sumL 49 AM AND NMM 4• col+c. SLAB 0/ Olt TJ OR J 6 "L_ V.9 OY 4 QRAiiLJ4R r .L. 7� .b* Raw MALL Olt T.J.I. ret rLM _ • 16' O.G. 2X P L_ X -� 'io A�NC44OR • s'-400 O.C. raJ a: f on SHPAR P49W. SUCI. ULE 1M30" MOM j p . �1 �s O •', i AND HOPM - 0 • O O I rye *sas RAM w1 s+ a . .� �► . 1'-0" 1k SWANAA^ We"t To PMW- MAIN OwAd"o ++oli�t What r<L MOTE. PLO= PRiMlls SW C ZAffit 0 0 % 0 Lae SUMO ' _ OW-Mme # ALL awwr .� vleAN 'eat molt TO MACK /'�C1A ATM r1At.Ls ,o � dti • 11DTE rLO01t !'LL • ` �d GOMGI�, O . SHI A'l So a . '•� ti's M1G• • cW0 F a= r.r • 't wo o ' L room TO SACK rains . _ h �ra 4O • • P"44.6 • + na0 FM om 'h POW itirpTift OAV!& 9 2 SAM ImW f _ ese�Ml 4*0 POW MW MOM o 0• . ,�• 0. . OIL r� ew+� O o 0 'o i v te do cal* `'�` Ma m sine w•rw wvr,o swa Mi 04 T &AR Top Aiicam DMT ii T DOWt 'A' mopuzomrAL TOP ANOIVR UMLT •��� t► ��t��1i. •rr�� •���1� l�t�y.I�R •��� I "Owe . •Awwas •f��t�l ltR�y�I*i •fir I •etlm& •rrl�.•��sar�t �utry.rwi. •��r • •���, •+irl�ti.�•s•I�[ �1R�y•Ir. I�tttt� I ���wa MAWW' i *Was prom I wtrK rnrw•a *arm rraft ttlsttt►�M►�rtMa BEMT. AALL / PONY AALL :02 BSMT. VAALLI &ARA&E FDN. 61RDER TRUSSES 2x8 RAFTERS NO &UTTER 2x6 STUD • 16 O.G. YV R -21 BAIT. INSUL.. 2 X10 TRI TYPICAL SOFFIT ♦ INSULATE AT CANTILEVER o� ' GONnNuolu'"' FOOTINb DETAIL 05 ON SHEET 2 COMPOSITION SMN13U S INSULATION 4 X 1> i5 EXTERIOR PLYYrOOD FiN1115H �--- 2xs P . DECK JOISTS - 1 5 1 NOD 2xl�O OR J015T 0 5 16 OiC. 2x6 STUD • 16 O ji. !^V R -21 GATT. ff4r JL.. 2x10 FLOOR JOISTS 10 16 O Z. NV +R -30 8ATT. 1N5iJL.- Z X LU20 JOIST NA 66CK TYP. _ SRS SM MJ1122 -2 DEL..,, _ SLOPED TO SD•, TYPICAL ,e ZW 114.F. 82 P.T. TREADS. TY'P. NOW r CilAM '.PALE , An Vft ZO rx. 1111" or-Am 2c P.T. L..EDErm •.v_ r 24' OL, TOP s 9k" TOM ST AdWMSRW q I /2 • TREAD 4 W tin J) r OC 2XIL2 vex._ F.T. TY!P4AL, SM PLANS xAS _ • t • 2 x 4 �T atOr,K i;1 Lex a nn �� T IN , Cam► OF TUKVftA i N O r C�! z c�. 239W [IRC F1 . SHEAR MALL • Hob w/ (2) - 7/8• T OVOOL.TS �- -- BOTTOM 1R,1►1Z I (J) ST1�5 f�NN -- (� ` !M Y!1r 1 2X ' PLAN _ r11.A111 WALL _ MtOR �0rf H�slJr Iid - 9HlAlt V4A" i' OL. - BOTTOM PL. NAILI o PLAN _ •- LOCATION s TYPP SEE SHEAR rW LL 2x BL.OGK*w R� r Wd - b' OZ. o ---. m O�rL NAILINd pm Y Aldo LOCATION 1.0 KCVK.L VV mm STRAP T cORtTtt 10 "s VIA x AD • STW - Sim Pl,,yl ' LAP NC EXT7•Rlat � PILM • 46' OL. 12' PROM Ibd - b' O.C. am FIL n SHEATHINO OVOt RIM - OLK • HOLDO WALL �L' m, MIN. 2x IS.Oc4uC w AND LaGATION TYPE M#lA Yir DI of ST. OR NAIL A', W (40AIN ORtt I W NAILNG - GLIP • 'JZ' OZ. V!ltT1GAL.LY) LAP EXTWtkX% PL1a01e PLY SFIATIMNb ovw RJM Mom y� CoONT , .p h .bT O I J. �It "L AW � O.C. r V�/�� 7 ^• ` • . REIN. in PL REI� O •� ry . Y 4 , G • 0 7 • 1.• _ {/LI� • O 0 0 C��O O G.4 0 (. O c) C P p O. _ •s C"�l_p.O OO•:nOC,y^OOGff TO (FALL AS. x IO' - rat Slit • r LO R Jol in SPACING SEE PLAN EE PLAN T ri. !4 GONE. IeeIN. 0 5 f�81M OW S coNc. PND POLL Z A.S. • t32' OL. POR SW PLAN AS. x 10' - FOR SIZE t COW,. WALL (sm S ' A ' W � X 10' - POR WE � � . �'� GONG• yWy-I- - � SPAGINfIi M PL.IW F' 44-06 'TWO ALL THR ROD SPAGtNG OW PLAN (A sm STMJj j "MILE JOIST W HEX MEAD DOLT MIN "LED YW HORIZONTAL ibd • 12' OZ. STAbfl POR TI AOM '.J L** WALLS al HORIZONTAL 16d FOR TYPICAL SHEAR VOLLS fl OIA�'H#tA[SM NAILMa SEE NoTrs DIA�tl�lllrw NAILMG 9W MOM li` - ST1tAI� T10 e1wr+ • FOR IxANL'1S w/ HwDTH LESt3 TF1AN 4'-O' •ALT - IJSE MTT26D W (24)Ibd - (2)2x 'ST'UDS • FOR PAJ�eLS W 1 LM* THAN 4' -0' rl/b - bd TO BEAM PL"f'MIOOD OWER RIM JOIST r�/' -f/ A4.11. Ti#t ROD (t ale-) LAP PLYV'IOOD OvM RIM .JONJT a - bd To DiOuKX ,VIST N.T.S. SHEAR KA LL • FOUND. HALL I a SHE AR WALL • FOUND. WALL I f SHEAR cRom mT W T ALE WALL • FOUND. WALL 2 S WALL • i=OUND. WALL 3 SECTION M" XXM JOIST PARALLEL TO WALL) SHEAR WAIL TYP. SHE/HE KALL - Sf'J:' PLAN is SCAIEEXa 2x 9711D WALL NORIZONTAL POR NAL* (MON OR/AHO W L SHEA�t Y+MLL *0 DI P"KASM M. SHEAR 144" 10d - b' OZ. . 1�AJLIHI6 YMALL 2x '•!OLIO BLoc4GNG S - IOd • JOIST t Zx BI.00.IGH1d1` Z DIAP'HR/1GH��1 • Lod - b• 01. N J1L0j *d - b OZ.. HORIZONTAL DIAPHRAGM HrORl2'�OHlTAL • WALL PI/ lOd W< DIAPHRAGM • eeoo TLGL�rAKS.l LNG 46 ,c,. �TA4V 4 OIAPA�PHFtA4I4 JOIS ad - b• O.C. M. • BOTTOM r a JOIST M. SHEAR �•- VOL STEAD TO POST MTL STRAP dMt FLAW (21 lid • b' O.C. TO .JOIST • ac eLrOGK1HH[; • WALl SHEAJ*%&" FLOOR .JOIST, TIP. Kom EXrm MOT TO eoTTOM Or toe(.. VOL env TO ftmIr MTL ST RAP omt PLAW VOL. eLOcX" • Kwom JOIST ee,ro v BEAM • ON M PLAN 4x4 F 697 2x 111LOC ** MIK � PLAN 4K4 PIOS HOL XWW VV 9-*d • JOIST A DIA M. c4me4mm Poo"* - GONC.IeCT>• MOM* - Z FOR SIZE sm FILM Z MR on WE FILM M PL." • R}!JtJ~AR - SEE PL/W � • • • � 41 � It - See P'L.JW NOTE, FM T,TICAL SHEAR WALLS 4 HORIZONTAL. _ Hom rOR TYPICAL SHEAR 1 S a HORIZONTAL DIARHRAOM NALMG Sys NOTES f DIARRA OM WAIL W 9 NOTES 4 SHEAR KAL.L • I NT. FDN. FT''& � HALL • 1 NT. FON FT'& rAR*A.UL VVJOI M SM GARWAI.L TO JOISTS NOTE, Pat SHEAR WALL. �roRJ�w`J.' 2x STW WALL � Kom JOIST - we RAN (D tR qo tGM1oE >u TT aolffOM ft- NAILIN• 1 „� L � IROR SHEAR W11LL PARR ML r"1/ RIM lOd - b' OZ. N1r�0� BOTTOM ft- NALMi IG OR � Weever? SPLrTTING Ibd - • RM - PROVIDE Oft eL.K M (9) Wd 4 OIieAOM b• 04. NaJ>'H,) PARAI.Ia r✓ RIM M,590 MTO K o=m HORIZONTAL. d& � L 131: _ ('S - SEE NOTES POR PALMS NAIL** 1 SHEAR WALL - PO IOd - TOl�IAIL NAJUNG 1 TYrE • a• O.G. EA. Sore JOIST 16d - b• O Z. - b• o r,. ANNE SGHEDIJLE L JOIST - Slts PLNr 3TAb6l.'Jt NAJL.ING Ibd • 12' O G. SOUP N6 2x '.J' T1JD Sd - GOOL@R • 4' O G. •4'• -0. O FOR '•IIZD i SM�AGINb M/ IOd • b• OZ. Oft 9711"s • mm S TRAP 1!IlrOGlCllr6 2x SOLID �G �� (61'EI - HIAILIHH6) DOUBLE JOIST TO TOP PLAT! 2x NAIL!!t MV 10d - b' O.G. • SHEAR WALL I'OR 6A"lD. D l'M/ � I � � NAILQ7 W 16 • 12" O.G. - STAbT7 • 46' O.C. u li NOTEs TOR TYPICAL SHEAR KA LS 4 HORIZONTAL HOMO FOR T1TIGAL SHEAR WALLS 4 HORIZONTAL. � t'Olt TYPICAL SHEAR WALLS a HHORJZONTA. � FOR TYPICAL SH EA^ WALLS ! MORIZoWA#L VIAPf P DIAPH � FOR TYPICAL SHEAR (HALLS t IIOiRIZGNTAL �t POR T'YPIGAL SHl.AIt WAr.L.9 Il HORIZONTAL. /tAGM NAILING SSE LNAN S M. NoTE,e RA&M NAILING SEE NOTES DtAPMAeM NAILING SEE NOTES VIA�eASM NAILING GEE NO'TM OtA•" HMI N AtLn w SEE NOTlcS DIAPHRAGM NAILING SL■E NOTES 6 TYP I GAL. SHEAR WALL � TYPICAL SHEAR? 8 TYP I GAL SHEAR WALL TYT' I GAL SHEAR WALL i TYP I GAL SHEAR YKALL 11 TYPICAL SHEAR WALL 1 2 VEfZTI GAL - WALL TO YKALL TO FLOOR JOIST) (PARAI.Il'L NTH rLQOR MST) �"'NRAI.I.!!l Yt7N JOJST'S,1 TO PLOOR JOIST) A'L�Oiolt JOIST TO MMLJ,) (JOIST P fOR NAE.MG NNL PLYY400D w/ Iod � TYAMN SH mAA 01-0011010 IF OPPxT MOM T" 24 AJ4 (SIN�OIV u' O r.,. VV 1 NAILS • 2x IaLOC.HONG KALX ry 54" wo 2x �0QM JOIST 4 VIA 1 K NV 'S-Hfl d • JOIST � VIAPH. u IaoR TYWGAL. &VAR WM..L s t HORJ WA& DU.AI'1RASM wuL" Sm NOTES � HCULALe TWAL.JaSL OFFSET ARALLIR''•TM "Uw L lse r4 WADER - SEE TIOP PLATE 2x4 J O WALL O PLAN POR � HEAVM �NAiLMb • Mm ' ST RAP P TFM PAIa,) ad - 4' OZ. TOP O ST IR Od - 4 OZ. MM. LGGATLON PLATE Km TROP i BOTTOM SHEM 104AL L NAIL. SMEET1NIS TO SH EAA K*" JOIST STRAP HEACJlR 4 OG. EA . NO?L�OH SHEET !HI MR I- 2x LNG 2x SOUP MORJZCWAkL. 9HlJiR r4A1.L DIAPH RAGM ;&A TRAI NMY - T1T. ~ SEE NO N^LL* JOIST 4 VIAPK " J- I 6 TO � , ��"�� RJR NO'T!`. POI! SHE 1"V�L (2) 2x ST1�S - NAd. slum rV b' O.C. 2x LNG rroRlZ RIM JOIST PILO OK ('L'E r'I.AI(1 Q OR O Pleclll'Jw vurr Nb " - ow 04. OR PLAT 2x 41 • RIM - We+LT/1DE OBL ax PA t*4. L m/ pm 10d • b• 0.0.- ROCJP • 24 OZ. (� 2x4 lLiOiGICING lid - b' O.C. _ NJS!"JOIiJ •S210L. - b' OL. YAALL 1'V a - bd NALS INTO 'JFIATHNNi Iwr DLOCICMG ^' NAIL" ow JOISTS OLOC cMG Om SIPS ry Jod • a oL. s TOP) 2x NALtR OOW � � S DEN„' ow - OL. ," - b' O.C. �m - 1100 PLAN I I Mm 1 - M. KAX rn. I�cN I SOn• (OR CAr a" SHEAR WALL 11LUE Ado t3• eMA9L1l1M -SEC PLAM I4 mc= MOLP11 " *NL . � of E 1 , VCXA E .JOIST • ar O.C. YW . Y 24 - km f W,.S schev" A T OL. 32 MAX (b) - bd MILS P.A. DO (OR Hot^ )- bd 0 60 0.0. II Tot PLATE HIM t DID =t MAULING SW "O"M � T �NAI� OW NOT � mm ArH NAI -& Aft/ s • NoIeJZomm. �g� PM Tr 9cov. BEAR KQ.L'S M *couzc w m. " fir Nrrles MALMa SW MOM Com. rOu MAT1ON I4 � O 1 SHEAR WALL o I6 TY'P. sHR. WALL - BM. CONN. TYP. 071110"m . HFL WALL O%DoOt�T TO oxT11:�N m. WALL) MUM4 eEA V I eEA 0 $�'�. C:ONN. lt .J 18 SECTION LAP SHJA"00 OR PROVIDE A W PLAT • 52' O.G. 'bO MAW Zxb. LR le!!a ONLY • 6". N/VL W W 16d • a' OL. SH!`A►TIOW ROOF) TIMM CA v Zc a.QGKAib M. MCXr D Af%4tAGM c 4OIw or AT 4W • 4'-0' L. HLA L MG - SEE PRIT'Ads. TMAI!'S AT 24' OZ. CA ROM RAI•TM _ rDt PLAM -- 2�6 SOL RX �Oif:ICMG Ir2Sc4' bA�. ew/ '.fd SHEAR rrrV.J 2 ' 0 O.G. HVAL.S • OL. OIRS/bsc4' MAAL *4* -'� 6I"L'I W id G4OLt7t NAILS, W-fec E S - MW TO SOLID • r o r,. reptIMETtet HwI.O* 1 IeLO1 -r-m PA. ew - • c.w *I*" I'r BE a'b* OR.'" MX* f OrAL.LEP PLAT OVM TAE 116d • b• OL. TOP PLAATE TO PWIIOVWV A 2• MALRIG Su>eFAGE Or dM. r'ut SHEAR (MLLE TYPE • MAIL TO A" Mer 0115 • GEI * KALJ ,,G sm ScarmJR . LtAdT 11 tDtTS AND levres of MIS. 2 ORA %^LIZ � 2 I TO R "�" obca" -�... ad NAIL.S • b' OZ. PLYm At 2" RAT • 24' am -/ op cacxmm NALlfli II I i • • o ry .►� at ' 1"34 r `•rte ... -^• _ � -�. r t - - ♦ �� -- r TOP PLATE 2 - Hid • L2 OL. MAX'. • SAKE EQ - am RAW IIIEA104ccu ,E 49r. , 2)[ 0LOs!.KMb - PLAIT 1 � 1 H H c1eltNPLe IIEE PLAN P&M FM 1 1 SIB HA.Di " $C#GN eLe Sect A-^ ft= Acc nolw- wo. WrAL STRAP (500 PLAN) cur H US A • my"11511'JR CAMCRTWU �C� T To rgqevtw SpUrrm NAILS K126 + 10d J5T. (13) - IOd sm - PLM REOV eeo STRAP - -I i SEE PL�V�1 � .� � UNDER f Sl ,JOISTS/ 94 POR IWL Jim A FIOR WOOL EEAiy - am FLAX 2m STW FeALL 1 SUPPIORT Rte, 'D. Tyr. '.Ili E!J!.'E PLAW IL o,Q o� r�o�otlt ci) SECTION RDOF PLYWD. HR - rLATEl4i•A1�t elJMV1aO1JSS JST. (6) - 8d - FLAN 1 f PLA04 r ' �u�"reRT"OR tew 1 Iett.Y.w. 1 1 1 2 HQLDOYW DETAIL 2 INT. HOLDOM DETAIL. CONNEC 19 ALT. ON w • b• o r 9111111111.11t *Gum r�ALL ��AR rMLL • �!E PLAIiI � • 4 O_t:. 9OL.� �.00KTi Zic S"W /FALL am FLAW 2K S'AO FV" Lid • 4' OZ. 1w 0AMIL ry Zic SLACO. rw 1W O-sw ry 29 OL.KW- ry be BLOCIUM 101! x 2_• LQM ed • If 01� Has • b• O r.,. ad • b' O.C. w • b" O ro. • S o .G. LAUD 4prq 1E� OR at drOiCK • ), LAP SHE�r►T►00 OR ;Lc eLSxx • Olt P*ovlvlE AMW cm HOLD cm rcit � Od • s• � BL,oUL1 m an /HOLD Alf Flot C.Lr 34OWL AiIi ,/� on_ FLAT RIN TO !lIA11no • SET O _ 29 PL Jor Olt ?tA,11115 RAT RK To • 3) MW WM • f Ot _ ow CHOW iMA1141110 • '.JQ' 11111111JISSES • - - _ tad • f• 04, •d • •' o w • `' OG. l 511 r ROOF PLY. IL _ - - - _ r , r - - -I .JD�T At OLD - RR -am (2) "m • or Q _ Off 9f/lA lid • 4C OLD - A.Jt J/T! �c RA Jim RAM SEE T' -%ft x 2_' LAM IV 406& m tlar • r o f;� •s A► OS& CHOW 1 �c R JR at � IM •DR c .ft =w OR RAT Iycf t11M jow alt � RR im pm on& cdo ft^ Jim >OL SOLO KAmcm fm Sim CoLim Cw" IMF4 M! 9~ 6 T wK Pw PL/M W oo " - sk ew lit I1r (v ttlM/ lldr! pv CIP sow PqN& at Kow • N QG a � PCW New no ftm 1111110" • 4r Q.M I- 110 W/ 341 • NPWL !! 9 JIM ! Rt vwA tlMt lO�E as, an 51 SWTWN 3 SHM IRAN%Mt WTO1 _- ... _. _ '..-' .. a _ - r - ... .. •�. + .. 4�T �. _.-.. _ _ .� -�- �•. .. w ti ....� .rte•.- -�. .� _ r +- �- � - - .. _. . -..... . s _ .. r_ -.... . _ .�. _ r _ . -. _ _ _.. _ - _�- -..- ..� - _ r _ -. � ' r. KOOF D I wPTf AG4.4 J�1Ali~.�FIG FEP_ HkjTES i OVER S "- E-AEt aLIAL L 5 SPE+C�/A L TRUSS wvwr. 1vE M EMmom 2� � ac. Cm►nF rl~ cog SJ YI ju A -* �a 24'o. G SHM �M• SHEM N M r N z Q c�. 00 e� ,pit; ri f - r , i I4 � O 1 SHEAR WALL o I6 TY'P. sHR. WALL - BM. CONN. TYP. 071110"m . HFL WALL O%DoOt�T TO oxT11:�N m. WALL) MUM4 eEA V I eEA 0 $�'�. C:ONN. lt .J 18 SECTION LAP SHJA"00 OR PROVIDE A W PLAT • 52' O.G. 'bO MAW Zxb. LR le!!a ONLY • 6". N/VL W W 16d • a' OL. SH!`A►TIOW ROOF) TIMM CA v Zc a.QGKAib M. MCXr D Af%4tAGM c 4OIw or AT 4W • 4'-0' L. HLA L MG - SEE PRIT'Ads. TMAI!'S AT 24' OZ. CA ROM RAI•TM _ rDt PLAM -- 2�6 SOL RX �Oif:ICMG Ir2Sc4' bA�. ew/ '.fd SHEAR rrrV.J 2 ' 0 O.G. HVAL.S • OL. OIRS/bsc4' MAAL *4* -'� 6I"L'I W id G4OLt7t NAILS, W-fec E S - MW TO SOLID • r o r,. reptIMETtet HwI.O* 1 IeLO1 -r-m PA. ew - • c.w *I*" I'r BE a'b* OR.'" MX* f OrAL.LEP PLAT OVM TAE 116d • b• OL. TOP PLAATE TO PWIIOVWV A 2• MALRIG Su>eFAGE Or dM. r'ut SHEAR (MLLE TYPE • MAIL TO A" Mer 0115 • GEI * KALJ ,,G sm ScarmJR . LtAdT 11 tDtTS AND levres of MIS. 2 ORA %^LIZ � 2 I TO R "�" obca" -�... ad NAIL.S • b' OZ. PLYm At 2" RAT • 24' am -/ op cacxmm NALlfli II I i • • o ry .►� at ' 1"34 r `•rte ... -^• _ � -�. r t - - ♦ �� -- r TOP PLATE 2 - Hid • L2 OL. MAX'. • SAKE EQ - am RAW IIIEA104ccu ,E 49r. , 2)[ 0LOs!.KMb - PLAIT 1 � 1 H H c1eltNPLe IIEE PLAN P&M FM 1 1 SIB HA.Di " $C#GN eLe Sect A-^ ft= Acc nolw- wo. WrAL STRAP (500 PLAN) cur H US A • my"11511'JR CAMCRTWU �C� T To rgqevtw SpUrrm NAILS K126 + 10d J5T. (13) - IOd sm - PLM REOV eeo STRAP - -I i SEE PL�V�1 � .� � UNDER f Sl ,JOISTS/ 94 POR IWL Jim A FIOR WOOL EEAiy - am FLAX 2m STW FeALL 1 SUPPIORT Rte, 'D. Tyr. '.Ili E!J!.'E PLAW IL o,Q o� r�o�otlt ci) SECTION RDOF PLYWD. HR - rLATEl4i•A1�t elJMV1aO1JSS JST. (6) - 8d - FLAN 1 f PLA04 r ' �u�"reRT"OR tew 1 Iett.Y.w. 1 1 1 2 HQLDOYW DETAIL 2 INT. HOLDOM DETAIL. CONNEC 19 ALT. ON w • b• o r 9111111111.11t *Gum r�ALL ��AR rMLL • �!E PLAIiI � • 4 O_t:. 9OL.� �.00KTi Zic S"W /FALL am FLAW 2K S'AO FV" Lid • 4' OZ. 1w 0AMIL ry Zic SLACO. rw 1W O-sw ry 29 OL.KW- ry be BLOCIUM 101! x 2_• LQM ed • If 01� Has • b• O r.,. ad • b' O.C. w • b" O ro. • S o .G. LAUD 4prq 1E� OR at drOiCK • ), LAP SHE�r►T►00 OR ;Lc eLSxx • Olt P*ovlvlE AMW cm HOLD cm rcit � Od • s• � BL,oUL1 m an /HOLD Alf Flot C.Lr 34OWL AiIi ,/� on_ FLAT RIN TO !lIA11no • SET O _ 29 PL Jor Olt ?tA,11115 RAT RK To • 3) MW WM • f Ot _ ow CHOW iMA1141110 • '.JQ' 11111111JISSES • - - _ tad • f• 04, •d • •' o w • `' OG. l 511 r ROOF PLY. IL _ - - - _ r , r - - -I .JD�T At OLD - RR -am (2) "m • or Q _ Off 9f/lA lid • 4C OLD - A.Jt J/T! �c RA Jim RAM SEE T' -%ft x 2_' LAM IV 406& m tlar • r o f;� •s A► OS& CHOW 1 �c R JR at � IM •DR c .ft =w OR RAT Iycf t11M jow alt � RR im pm on& cdo ft^ Jim >OL SOLO KAmcm fm Sim CoLim Cw" IMF4 M! 9~ 6 T wK Pw PL/M W oo " - sk ew lit I1r (v ttlM/ lldr! pv CIP sow PqN& at Kow • N QG a � PCW New no ftm 1111110" • 4r Q.M I- 110 W/ 341 • NPWL !! 9 JIM ! Rt vwA tlMt lO�E as, an 51 SWTWN 3 SHM IRAN%Mt WTO1 _- ... _. _ '..-' .. a _ - r - ... .. •�. + .. 4�T �. _.-.. _ _ .� -�- �•. .. w ti ....� .rte•.- -�. .� _ r +- �- � - - .. _. . -..... . s _ .. r_ -.... . _ .�. _ r _ . -. _ _ _.. _ - _�- -..- ..� - _ r _ -. � ' r. KOOF D I wPTf AG4.4 J�1Ali~.�FIG FEP_ HkjTES i OVER S "- E-AEt aLIAL L 5 SPE+C�/A L TRUSS wvwr. 1vE M EMmom 2� � ac. Cm►nF rl~ cog SJ YI ju A -* �a 24'o. G SHM �M• SHEM N M r N z Q c�. 00 e� ,pit; ri f - r , i 2 ORA %^LIZ � 2 I TO R "�" obca" -�... ad NAIL.S • b' OZ. PLYm At 2" RAT • 24' am -/ op cacxmm NALlfli II I i • • o ry .►� at ' 1"34 r `•rte ... -^• _ � -�. r t - - ♦ �� -- r TOP PLATE 2 - Hid • L2 OL. MAX'. • SAKE EQ - am RAW IIIEA104ccu ,E 49r. , 2)[ 0LOs!.KMb - PLAIT 1 � 1 H H c1eltNPLe IIEE PLAN P&M FM 1 1 SIB HA.Di " $C#GN eLe Sect A-^ ft= Acc nolw- wo. WrAL STRAP (500 PLAN) cur H US A • my"11511'JR CAMCRTWU �C� T To rgqevtw SpUrrm NAILS K126 + 10d J5T. (13) - IOd sm - PLM REOV eeo STRAP - -I i SEE PL�V�1 � .� � UNDER f Sl ,JOISTS/ 94 POR IWL Jim A FIOR WOOL EEAiy - am FLAX 2m STW FeALL 1 SUPPIORT Rte, 'D. Tyr. '.Ili E!J!.'E PLAW IL o,Q o� r�o�otlt ci) SECTION RDOF PLYWD. HR - rLATEl4i•A1�t elJMV1aO1JSS JST. (6) - 8d - FLAN 1 f PLA04 r ' �u�"reRT"OR tew 1 Iett.Y.w. 1 1 1 2 HQLDOYW DETAIL 2 INT. HOLDOM DETAIL. CONNEC 19 ALT. ON w • b• o r 9111111111.11t *Gum r�ALL ��AR rMLL • �!E PLAIiI � • 4 O_t:. 9OL.� �.00KTi Zic S"W /FALL am FLAW 2K S'AO FV" Lid • 4' OZ. 1w 0AMIL ry Zic SLACO. rw 1W O-sw ry 29 OL.KW- ry be BLOCIUM 101! x 2_• LQM ed • If 01� Has • b• O r.,. ad • b' O.C. w • b" O ro. • S o .G. LAUD 4prq 1E� OR at drOiCK • ), LAP SHE�r►T►00 OR ;Lc eLSxx • Olt P*ovlvlE AMW cm HOLD cm rcit � Od • s• � BL,oUL1 m an /HOLD Alf Flot C.Lr 34OWL AiIi ,/� on_ FLAT RIN TO !lIA11no • SET O _ 29 PL Jor Olt ?tA,11115 RAT RK To • 3) MW WM • f Ot _ ow CHOW iMA1141110 • '.JQ' 11111111JISSES • - - _ tad • f• 04, •d • •' o w • `' OG. l 511 r ROOF PLY. IL _ - - - _ r , r - - -I .JD�T At OLD - RR -am (2) "m • or Q _ Off 9f/lA lid • 4C OLD - A.Jt J/T! �c RA Jim RAM SEE T' -%ft x 2_' LAM IV 406& m tlar • r o f;� •s A► OS& CHOW 1 �c R JR at � IM •DR c .ft =w OR RAT Iycf t11M jow alt � RR im pm on& cdo ft^ Jim >OL SOLO KAmcm fm Sim CoLim Cw" IMF4 M! 9~ 6 T wK Pw PL/M W oo " - sk ew lit I1r (v ttlM/ lldr! pv CIP sow PqN& at Kow • N QG a � PCW New no ftm 1111110" • 4r Q.M I- 110 W/ 341 • NPWL !! 9 JIM ! Rt vwA tlMt lO�E as, an 51 SWTWN 3 SHM IRAN%Mt WTO1 _- ... _. _ '..-' .. a _ - r - ... .. •�. + .. 4�T �. _.-.. _ _ .� -�- �•. .. w ti ....� .rte•.- -�. .� _ r +- �- � - - .. _. . -..... . s _ .. r_ -.... . _ .�. _ r _ . -. _ _ _.. _ - _�- -..- ..� - _ r _ -. � ' r. KOOF D I wPTf AG4.4 J�1Ali~.�FIG FEP_ HkjTES i OVER S "- E-AEt aLIAL L 5 SPE+C�/A L TRUSS wvwr. 1vE M EMmom 2� � ac. Cm►nF rl~ cog SJ YI ju A -* �a 24'o. G SHM �M• SHEM N M r N z Q c�. 00 e� ,pit; ri f - r , i NAILS K126 + 10d J5T. (13) - IOd sm - PLM REOV eeo STRAP - -I i SEE PL�V�1 � .� � UNDER f Sl ,JOISTS/ 94 POR IWL Jim A FIOR WOOL EEAiy - am FLAX 2m STW FeALL 1 SUPPIORT Rte, 'D. Tyr. '.Ili E!J!.'E PLAW IL o,Q o� r�o�otlt ci) SECTION RDOF PLYWD. HR - rLATEl4i•A1�t elJMV1aO1JSS JST. (6) - 8d - FLAN 1 f PLA04 r ' �u�"reRT"OR tew 1 Iett.Y.w. 1 1 1 2 HQLDOYW DETAIL 2 INT. HOLDOM DETAIL. CONNEC 19 ALT. ON w • b• o r 9111111111.11t *Gum r�ALL ��AR rMLL • �!E PLAIiI � • 4 O_t:. 9OL.� �.00KTi Zic S"W /FALL am FLAW 2K S'AO FV" Lid • 4' OZ. 1w 0AMIL ry Zic SLACO. rw 1W O-sw ry 29 OL.KW- ry be BLOCIUM 101! x 2_• LQM ed • If 01� Has • b• O r.,. ad • b' O.C. w • b" O ro. • S o .G. LAUD 4prq 1E� OR at drOiCK • ), LAP SHE�r►T►00 OR ;Lc eLSxx • Olt P*ovlvlE AMW cm HOLD cm rcit � Od • s• � BL,oUL1 m an /HOLD Alf Flot C.Lr 34OWL AiIi ,/� on_ FLAT RIN TO !lIA11no • SET O _ 29 PL Jor Olt ?tA,11115 RAT RK To • 3) MW WM • f Ot _ ow CHOW iMA1141110 • '.JQ' 11111111JISSES • - - _ tad • f• 04, •d • •' o w • `' OG. l 511 r ROOF PLY. IL _ - - - _ r , r - - -I .JD�T At OLD - RR -am (2) "m • or Q _ Off 9f/lA lid • 4C OLD - A.Jt J/T! �c RA Jim RAM SEE T' -%ft x 2_' LAM IV 406& m tlar • r o f;� •s A► OS& CHOW 1 �c R JR at � IM •DR c .ft =w OR RAT Iycf t11M jow alt � RR im pm on& cdo ft^ Jim >OL SOLO KAmcm fm Sim CoLim Cw" IMF4 M! 9~ 6 T wK Pw PL/M W oo " - sk ew lit I1r (v ttlM/ lldr! pv CIP sow PqN& at Kow • N QG a � PCW New no ftm 1111110" • 4r Q.M I- 110 W/ 341 • NPWL !! 9 JIM ! Rt vwA tlMt lO�E as, an 51 SWTWN 3 SHM IRAN%Mt WTO1 _- ... _. _ '..-' .. a _ - r - ... .. •�. + .. 4�T �. _.-.. _ _ .� -�- �•. .. w ti ....� .rte•.- -�. .� _ r +- �- � - - .. _. . -..... . s _ .. r_ -.... . _ .�. _ r _ . -. _ _ _.. _ - _�- -..- ..� - _ r _ -. � ' r. KOOF D I wPTf AG4.4 J�1Ali~.�FIG FEP_ HkjTES i OVER S "- E-AEt aLIAL L 5 SPE+C�/A L TRUSS wvwr. 1vE M EMmom 2� � ac. Cm►nF rl~ cog SJ YI ju A -* �a 24'o. G SHM �M• SHEM N M r N z Q c�. 00 e� ,pit; ri f - r , i _- ... _. _ '..-' .. a _ - r - ... .. •�. + .. 4�T �. _.-.. _ _ .� -�- �•. .. w ti ....� .rte•.- -�. .� _ r +- �- � - - .. _. . -..... . s _ .. r_ -.... . _ .�. _ r _ . -. _ _ _.. _ - _�- -..- ..� - _ r _ -. � ' r. KOOF D I wPTf AG4.4 J�1Ali~.�FIG FEP_ HkjTES i OVER S "- E-AEt aLIAL L 5 SPE+C�/A L TRUSS wvwr. 1vE M EMmom 2� � ac. Cm►nF rl~ cog SJ YI ju A -* �a 24'o. G SHM �M• SHEM N M r N z Q c�. 00 e� ,pit; ri f - r , i �lAI. NO'tLs A) MINIMUM CONCRETE GOMPRESIVE STRENGTH TO BE 25 K51 (1 MpQ). B) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' GATAL065 FOR MINIMUM BACKING MEMBER SIZE. D) REFER TO MANUFACTURERS' CATALO65 FOR ANCHOR BOLT EMBEDMENT DEPTH. Ea POSTS AT HOLDOWN: 2X ! 4X (5& mX t BgmmX) _ _ _ *2 OR BETTER 6X ( 14OmmX ) _ - _ 01 OR BETTER F) THE ANCHOR TYPE HOLDOWNS AT OTHER LEVELS SHALL HAVE A PAIR ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) USE 5TH06RJ FOR 5THD8, STHDIORJ FOR STHDIO, AND 5TH0 FOR 5THD14 WHERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHD'S SHALL BE Ibd SINKERS. (1) MINIMUM STEM WALL TO BE b" WIDE FOR I -STORY BUILDIN65, 8" WIDE FOR BUILDIN&S HAVING 2 OR MORE STORIES. vwm r u<.aap, W. __ J - 1/I6` '�ilATHlll�ilf NI/ IOId OOX 4 __ TSHEAR WALL! _EDGE_? ANCHOR T B OTTOM i RIMAXK TO OW NOTES SYr I SHEATHING NAILINb I BOLTS PLATE ! TOP PLATE SHEAR - THICK (S (IN OG)_ _ (IN_OG) (IN_O_G _(IN_OG) (KLF) _ IOd_•_ 6 5/ • 48 i Ib_d_• 5 A55_•_2_4 YV/ 12 - 8d 0.23 1 - 2 - T /1 6_ 0 _O5B (1) 10 • 4 5/8" • 32 t Ibd • 3� .3 A35 • Ib 04/12 -8d 04 I - 3 0 1/16" O5B (I iOd • 3 - - 3/ " -- l -- - -- 8 • 2 1� ! bd • 2 A35 • 12_04 -8 d 0.45 1 31 I 4 f 1 /tb" O5B (I) - 1 0_d • 2 1 5/ • 8 Ibd_i_2 A55 • 9 04 -8d 0.60 1,3 5 1/I b OSB (I) IOd • 4 X 5/8" • 24 2 - 3 2 - A35 • M 04 -bd O.'T0 1-6 b '1/16" 05B_(1) I0d_1 3 S/ _• 18 2 -16d 2 _ 2 - A35 • 12_04/12 - OAO _1 _ 1 1/16" 058 (2) IOd • 2 5/8' _ • 12� f2-16d • 2 F -AA35 • q w/12-8d 120 I -6 nN.L. MOM d�lRAL MOM (APPLY TO ALL SHFAI[ VVd .W A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (505 MM) O.G. ALON& s INTERMWIATE FRAMING S. ! B) BLOCK ALL PANEL ED&M WITH MINIMUM 2x (51 MMJ BLOCKING. ` G) APPLY NAILING TO ALL 5TUD5, TOP AND BOTTOM PLATES AND BLOCKING. 1 D) FRAMING TO BE A MAXIMUM OF 24 IN (610 M" O.G. E) FASTENERS SHALL BE DRIVEN FLl.65H WITH SURFACE OF 5HEATHINtS. F) PROVIDE 50LID BL.00KINS UNDER THE SHEAR WALLS AT THE DIMS TO AG ,01`ll IODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. 3PEGIAL NOTls Ehlt SHWA VOL" (APPLY TO YVA-LO SPEUR ALLY NOTIa) 1) APA RATED SHEATHING EXI1 / EXP2 / EXT OR C-G / G -D / 5TR XT. 11 PLYyV)OD. 1 2) PROVIDE 3x5 06 MM) AT ADJOINING PANEL E06CS W/ NAILS ST 3) PROVIDE MINIMUM 5x 06 MM) BLOCKIN S OR JOISTS BENEATH BOTTOM PLATE AITH BOTTOM PLATE NAILS STA66EFtED. 4) WALLS WITH GREATER THAN 035 kif U5E A MINIMUM OF A 3x SILL- FOR riAL.LS FOR WALLS BETY4MN 0.35 AND ObO kit, ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x * 5) FRAMING TO BE A MAXIMIN OF 16 IN (610 MM) O.C. FOR SHEAR WALLS I AND 2. ' b) PROVIDE NAILIN& AT iNTE'RMEDIATE SUPPORTS THE SAWS AS EDGE NAILING IN SHEAR AALLS THAT USE 6%^8 (SHEAR WALLS I AN IV 2). 1) FOR SHEAR WALLS 2, 1, 8, AND q, PANEL JOINTS SHALL BE OFFSET TO FALL ON D I FF$itENT FRAMI N6 OR FRAMING SHALL BE 3' NOMINAL OR THICKER, AND NAiL5 ON EACH SIDE SHALL BE 5TA56CRED. 1. LATEW-AL A& L.` sm "W 2005 IIBG, NETF 000), 5Et5F0111G ZONE 5 504PSON STROH& TIE COMNEGTION5 PM GAT^Ljo& C- 20109. 3 - 5^66C pow SPWD a 60 1rAm GA►TESOMY s d 50sr -W, ZONE = 3 4. T OORMAft -+' LOAD•%b: phoo r- 210 OL • 290 LL 490 TOTAL PL4X l - 0 DL + 400 LL WO TOTAL P%&L1.S• so DL . ..-- -- 115• TOTAL S AL.f,. FR/1HrE K►IL M TO 5^ - EFV CA111rT t 25 W,. aLOCK ALL P.TVIXV EDGM ALL EX1VtWK SIEATHM NA&W p6W l d AT 0' O.C. dWGW APO Cr 01. _ 091111LD) U14J 156 4077 T'1A�. '7. FOR MATEMAL 57ROOPTM, R.EABE SEE 3F$T M. >D. PROVIDE 2 Tip" 5Tffi_ AT ALL ANf•,HM BOLT 1 , ^T10N6- PM 2005 I!!G, SECT H 25M.'.SJO q- Y'ML.LS PST" SWAT1L°It TF" 950 F LF FV:GL I M A WAK" OF 9x 1 AT ^aLnTims PAI4EL. EENN 5 Alt+lD SILL PLATES. FM MML.LS 9'1 Sw AM 1600 PIP, ANGIFIOR DOLT SPACING "As 211IM4 BY 1/2 AM 2x _ M TAO E 253.4 00. AT A," GGIl1N[ LOGAT1OM. PLACE STRAP HOLD rka Ml SO TWIT C OF HOLD DOI'MI IS 9" IN Fft)M GGW'1119k TYFVAL. 1 A DOtELE SIWA P Is 1R1WIWtW, PLACE 90 TKAT 2M 511 AP qL 15 S' IN "tom C000CK Tyr. N. AT AL.1„ FINDO ! LOGATWH5. RACE STRAP HOLD EX" SO TmAT 4L or HOLD VoM 15 tilt' " a f rwim4 mm or Or&oo T1TfP,.AL. M4!!% A OBE STRAP 15 Man Wp , PLAICE 30 TW►T 00 STRAt 05 F- ,0W M P160M MME GF GPDo! . TNT_ CL AT ALL V 001 W ATIAM ftLOM F-JW TLS STR/lr4k "011 TMs ALLom P rm Cxvn !'RIME. Pow A zkmmLE smvAp is P'LA M SO THAT DO S"tAr 4L 115 F- rW M P15Om 110kW e, Tyr. N v z v. 1 7 • I'-O' ar op "XIIIIIIIIIA 3. Ls IV FE IL *^Vv N 2 n 11 .. �- _. - -__. , _ ,...: _..� -..... .._ _.� __..,_,� -,.,,� ... -�. _� r _--- ••-_•_ - ,---' - •ter... _ �.► _,r .-.- - ." -... -_ _.. ...� �..... - ..- 1...... -_ .,i.., -! -r/- !�' -- -� • 1b M III �le� sI� ON sTieat TIE SWVSON 2OM GATAL00 VALAAES ~ FOUNDATION LEVEL HD HOLDOWN i STUD - _ FASTENER ANCHOR -- GAP TYPE TYPE A S j (2) 2 X_ TO STUD (24) ibd ; BOLT (GIPS - -- � NIMBER � -- - I __. _ f STHVIO TZ 2k - - - �2.qq i 5THD14 (2) .2x_ _(2b) _r'�e) ea ' 4.45 - ( r 4v 5.86 _ ' _ (24jSD59 HDQB 4X - - - 8.93 i HDIOA 4X ___ - - -- p HD 14A -- ._11.08 - - - -- -- - - i HOLDO"!1 _ sn -woum sTRC" To Hamm SON 20M DATA iM - HEM-Ilt V,yLLM i OTHER LEVELS HD HOLDOYVN - _ - STUD -- FASTENER - TIE -- - GAP_ -_ - DETA I L TYPE - - - T _ _ TO STUD ROD KIPS NUMBER lod - ! (2) C518(36) (2) 2x" 18 IOd EA 254 I (2) C516(48 ") _ (2) 2X, `�28 - _ _ -- - - - __ - - -- -- - MSn2 5x- - -- _ (�63 Ibd EA - -- - -- _ 5.60 .(2) MST48 _ (2) 3X_ - (42) Ibd EA _ -- ___ __ (2)_ _ _ l2) 3x_ _ (46) (46) Ibd EA - I - - _ ...1.65 8.9 '2f 5 X - -� - _ ,_ HDIS --- _'5/4" m �lAI. NO'tLs A) MINIMUM CONCRETE GOMPRESIVE STRENGTH TO BE 25 K51 (1 MpQ). B) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' GATAL065 FOR MINIMUM BACKING MEMBER SIZE. D) REFER TO MANUFACTURERS' CATALO65 FOR ANCHOR BOLT EMBEDMENT DEPTH. Ea POSTS AT HOLDOWN: 2X ! 4X (5& mX t BgmmX) _ _ _ *2 OR BETTER 6X ( 14OmmX ) _ - _ 01 OR BETTER F) THE ANCHOR TYPE HOLDOWNS AT OTHER LEVELS SHALL HAVE A PAIR ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) USE 5TH06RJ FOR 5THD8, STHDIORJ FOR STHDIO, AND 5TH0 FOR 5THD14 WHERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHD'S SHALL BE Ibd SINKERS. (1) MINIMUM STEM WALL TO BE b" WIDE FOR I -STORY BUILDIN65, 8" WIDE FOR BUILDIN&S HAVING 2 OR MORE STORIES. vwm r u<.aap, W. __ J - 1/I6` '�ilATHlll�ilf NI/ IOId OOX 4 __ TSHEAR WALL! _EDGE_? ANCHOR T B OTTOM i RIMAXK TO OW NOTES SYr I SHEATHING NAILINb I BOLTS PLATE ! TOP PLATE SHEAR - THICK (S (IN OG)_ _ (IN_OG) (IN_O_G _(IN_OG) (KLF) _ IOd_•_ 6 5/ • 48 i Ib_d_• 5 A55_•_2_4 YV/ 12 - 8d 0.23 1 - 2 - T /1 6_ 0 _O5B (1) 10 • 4 5/8" • 32 t Ibd • 3� .3 A35 • Ib 04/12 -8d 04 I - 3 0 1/16" O5B (I iOd • 3 - - 3/ " -- l -- - -- 8 • 2 1� ! bd • 2 A35 • 12_04 -8 d 0.45 1 31 I 4 f 1 /tb" O5B (I) - 1 0_d • 2 1 5/ • 8 Ibd_i_2 A55 • 9 04 -8d 0.60 1,3 5 1/I b OSB (I) IOd • 4 X 5/8" • 24 2 - 3 2 - A35 • M 04 -bd O.'T0 1-6 b '1/16" 05B_(1) I0d_1 3 S/ _• 18 2 -16d 2 _ 2 - A35 • 12_04/12 - OAO _1 _ 1 1/16" 058 (2) IOd • 2 5/8' _ • 12� f2-16d • 2 F -AA35 • q w/12-8d 120 I -6 nN.L. MOM d�lRAL MOM (APPLY TO ALL SHFAI[ VVd .W A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (505 MM) O.G. ALON& s INTERMWIATE FRAMING S. ! B) BLOCK ALL PANEL ED&M WITH MINIMUM 2x (51 MMJ BLOCKING. ` G) APPLY NAILING TO ALL 5TUD5, TOP AND BOTTOM PLATES AND BLOCKING. 1 D) FRAMING TO BE A MAXIMUM OF 24 IN (610 M" O.G. E) FASTENERS SHALL BE DRIVEN FLl.65H WITH SURFACE OF 5HEATHINtS. F) PROVIDE 50LID BL.00KINS UNDER THE SHEAR WALLS AT THE DIMS TO AG ,01`ll IODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. 3PEGIAL NOTls Ehlt SHWA VOL" (APPLY TO YVA-LO SPEUR ALLY NOTIa) 1) APA RATED SHEATHING EXI1 / EXP2 / EXT OR C-G / G -D / 5TR XT. 11 PLYyV)OD. 1 2) PROVIDE 3x5 06 MM) AT ADJOINING PANEL E06CS W/ NAILS ST 3) PROVIDE MINIMUM 5x 06 MM) BLOCKIN S OR JOISTS BENEATH BOTTOM PLATE AITH BOTTOM PLATE NAILS STA66EFtED. 4) WALLS WITH GREATER THAN 035 kif U5E A MINIMUM OF A 3x SILL- FOR riAL.LS FOR WALLS BETY4MN 0.35 AND ObO kit, ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x * 5) FRAMING TO BE A MAXIMIN OF 16 IN (610 MM) O.C. FOR SHEAR WALLS I AND 2. ' b) PROVIDE NAILIN& AT iNTE'RMEDIATE SUPPORTS THE SAWS AS EDGE NAILING IN SHEAR AALLS THAT USE 6%^8 (SHEAR WALLS I AN IV 2). 1) FOR SHEAR WALLS 2, 1, 8, AND q, PANEL JOINTS SHALL BE OFFSET TO FALL ON D I FF$itENT FRAMI N6 OR FRAMING SHALL BE 3' NOMINAL OR THICKER, AND NAiL5 ON EACH SIDE SHALL BE 5TA56CRED. 1. LATEW-AL A& L.` sm "W 2005 IIBG, NETF 000), 5Et5F0111G ZONE 5 504PSON STROH& TIE COMNEGTION5 PM GAT^Ljo& C- 20109. 3 - 5^66C pow SPWD a 60 1rAm GA►TESOMY s d 50sr -W, ZONE = 3 4. T OORMAft -+' LOAD•%b: phoo r- 210 OL • 290 LL 490 TOTAL PL4X l - 0 DL + 400 LL WO TOTAL P%&L1.S• so DL . ..-- -- 115• TOTAL S AL.f,. FR/1HrE K►IL M TO 5^ - EFV CA111rT t 25 W,. aLOCK ALL P.TVIXV EDGM ALL EX1VtWK SIEATHM NA&W p6W l d AT 0' O.C. dWGW APO Cr 01. _ 091111LD) U14J 156 4077 T'1A�. '7. FOR MATEMAL 57ROOPTM, R.EABE SEE 3F$T M. >D. PROVIDE 2 Tip" 5Tffi_ AT ALL ANf•,HM BOLT 1 , ^T10N6- PM 2005 I!!G, SECT H 25M.'.SJO q- Y'ML.LS PST" SWAT1L°It TF" 950 F LF FV:GL I M A WAK" OF 9x 1 AT ^aLnTims PAI4EL. EENN 5 Alt+lD SILL PLATES. FM MML.LS 9'1 Sw AM 1600 PIP, ANGIFIOR DOLT SPACING "As 211IM4 BY 1/2 AM 2x _ M TAO E 253.4 00. AT A," GGIl1N[ LOGAT1OM. PLACE STRAP HOLD rka Ml SO TWIT C OF HOLD DOI'MI IS 9" IN Fft)M GGW'1119k TYFVAL. 1 A DOtELE SIWA P Is 1R1WIWtW, PLACE 90 TKAT 2M 511 AP qL 15 S' IN "tom C000CK Tyr. N. AT AL.1„ FINDO ! LOGATWH5. RACE STRAP HOLD EX" SO TmAT 4L or HOLD VoM 15 tilt' " a f rwim4 mm or Or&oo T1TfP,.AL. M4!!% A OBE STRAP 15 Man Wp , PLAICE 30 TW►T 00 STRAt 05 F- ,0W M P160M MME GF GPDo! . TNT_ CL AT ALL V 001 W ATIAM ftLOM F-JW TLS STR/lr4k "011 TMs ALLom P rm Cxvn !'RIME. Pow A zkmmLE smvAp is P'LA M SO THAT DO S"tAr 4L 115 F- rW M P15Om 110kW e, Tyr. N v z v. 1 7 • I'-O' ar op "XIIIIIIIIIA 3. Ls IV FE IL *^Vv N 2 n 11 .. �- _. - -__. , _ ,...: _..� -..... .._ _.� __..,_,� -,.,,� ... -�. _� r _--- ••-_•_ - ,---' - •ter... _ �.► _,r .-.- - ." -... -_ _.. ...� �..... - ..- 1...... -_ .,i.., -! -r/- !�' -- -� • 1b M 1 �t III 'Jl�GIiEb S"Wipum 97VA " TI! HOLEPOM 904%M 20M CAATALAb - HEM-pa VAjLf FOUNDATION LEVEL HD -, HOLDOWN STUD FASTENER - -- ANCHOR -- GAP___ -_ DETAIL -- i i M TYPE j _TYPE 1 TO STUD l BOLT KIPS N I MBER � - - 5TH08 -..i . (2) 2X_ .. (24) 166 Y.. -_ _ -- i STH014 ( 2x r - - - - - - -- __ - - - - -- 4.43 ` Db (2) 2X_ 5.86 PH - - 718�5DSJ I HDOB HDiOA - (4) 7%8 " _ - ;18" ♦- - -- - q.54 i H014A - - -- - -4X` Vm -- �_ HD15 i HOLDOMN SG�.E .. .._ _ - -- - ---_ -- - _ -- _. _ --• dR 111 St►�Gles ___ ...._._._... 511~�SOI"1$TIb01�lb To HOLDOM !!11~ P&M 20M CAATAL00 - HD+PMt VAL M _ LEVELS r HD I HOLDOWN I STUD FASTENER - - - TIE GAP 1 DETAIL. - ' TYPE TYPE TO STUD ROD KIPS C518(36 ") 2X_ -- i ._.._ -- 1 (2) c520(36 ") - (2) cslbC36") _ (2) 2X- ~ t 8� Lod E x:54 -- - -�- -- - _ ___ ^� (2) G516(48 (21 2 X_ 26) bd EA f _ _ _ 5 -} - - - -- _ (56) I bd EA _ (2) M5_T48 _ (2) 3X_ - -•- (42) Ibd EA (2) M5T60 _ ..__ (2) 3_x__ - - - _._ !4 Ib _EA (21 - 9 5/4 0 ~ 4 15 . ! A) MINIMUM CONCRETE COMPRESI VE STRENGTH TO BE 2'3 KSI (11.2 MPa). } B) REFER TO MANUFACTURERS' CATAL06S FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' CATALO&S FOR MINIMUM BACKING MEMBER SIZE. I D) REFER TO MANUFACTURERS' CATALOSS FOR ANCHOR BOLT EMBEDMENT i DEPTH. E) POSTS AT HOLDOWN: 2X i 4X (3&rrWX t 84mmY.) _ _ _ M2 OR BETTER I bX ( 140rrr ^X ) _ _ _ *I OR BETTER F) THE ANCHOR TYPE HOLD0WN5 AT OTHER LEVELS SHALL. HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. f 6) USE 5THD8RJ FOR 5THD8, STHDIORJ FOR STHDIO, AND STH0I4RJ FOR STH014 AHERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHD'S SHALL BE Ibd SINKERS. (I) MINIMUM STEM WALL TO BE b" WIDE FOR I -STORY BUILDIN&S, e' WIDE FOR BUILJDIN65 HAVING 2 OR MORE STORIES. aR. 111 sperms affte SHIMAl"M NV 110d BOX ' SHEAR WALL- - T - EDbE ANG�IIR BOTTOM RIM/BLK TO - ALL -- NOTES 5iYN SHEATHING NAILING 1 BOLTS PLATE TOP PLATE SHEAR i [THICK (S _ (IN_OG) (I N OG_ (I N OG) _ _(I O G) i "1 /I6' 055 (1) _ IOd_ • 6 5/8 " 1_4_8_ Ibd_ • _5 A55 •_ 2_4 IOV 12 -8d_ 0 I - 2 i ?A 6 OI B (I )+ IOd_ • 4 5 • _32 I b_d_•�3 - A55 •_Ib w/12 --8d_ 0.34 I 3 1/16' - 0 5B (1) IOd •_ 3 _ _5/_8 • 12 _ Ibd • 2 A35 • 12_w/12 -8d 0.45 I_�515 4 T/Ib_' 05iB�1) IOd • 2 5/ 6" • 8 - I b_d • 2 _A55 • q w/12 -bd 0.60 5 1 /1 6 0 0 ( 1) IOd • _4 5✓8" • 2_4 2 -Ibd • 3 2 -A3S • 15 w/12�8d+'O.'70 I-G b 7/16_ _058 (I) I Od • 3 5 /6" • 18 2 -Ibd • 2 2 -A35 • 1 2 w/12 -8d O I -b - '1 r1 /ib' OSB ( IOd _• 2 ! �5/8 " W 12 1 2 -16d e 2 # 2 -A35 • q Pt/12-ad I jO 1-6 SHEAR MCI. t i A) FOR RATED SHEATHIN& PANELS, SPACE NAILS • 12 IN ( MNI) O.G. ALONS INTERMEDIATE FRAMING tR5. B) BLOCK ALL PA►NB. EDbES WITH MINIMUM 2x MI MTV BLOCKING. G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE DRIVEN FLU5H WITH SURFACE DF SHF.ATHINS. F) PROVIDE 50LID BLOCKIN & UNVER THE SHEAR yt*,L.L5 AT THE DIAPHRA&t a TO ' ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH 51 DE OF WALL M1 N I MUM ONE STUD BAY. opw AIL. 1ianw *IOR SHEAR wALLS 0 44FLY TO Y A J4 SpEVpIC* LLY W01M) 1) APA RATED SHEATHING E>CM / EXP2 / EXT OR C,-r, / C-D / STWOCT. II PLyAOOD. 2) PROVIDE 3x'5 (76 Mi H) AT ADJOINING PANEL ED6E5 W/ NAILS ST 3) PROVIDE MINIMUM 3x (16 M4q) BLOCK INS OR JOISTS BENEATH BOTTOM PLATE kVTH BOTTOM PLATE NAILS STA66ERED. 4) WALLS WITH 6REATER THAN 0.95 klf USE A MINIMUM OF A 3x SILL. FOR WALLS FOR WALLS BETI E£N 035 AND 0b0 kit, ANCHOR BOLT 5PACING HAS BEEN DECREASED BY 1/2 a)SE 2x ). 5) FRAMING TO BE A MAXIMJM OF 16 IN (610 MM) O.C. FOR SHEAR WAL.L5 I AND 2. b) PROVIDE NAILING AT INTERMEDIATE ,PORTS THE SANE AS EDGE NAILING IN SHEAR KALLS THAT USE (SHEAR MALLS I AND 2). 'T) FOR SHEAR YrAL.L.S 2. ?, 8, AND 9, PANEL JOINTS 5H4A4-L BE OFFSET TO FALL ON DIFFERENT FRAMING OR FRAMIN& 5HALL BE 3' NOMINAL OR THICKER, - - - - AND NAIL.5 ON EACH SIDE SHALL BE 5TA6619RE'D. arrm �.am� As L LATERAL AM LYS15 FM 20105 CC, l+ETfiO 1(Y' MD), ?E95MG ZONE 9 _vw_w 5 �1 STROMS TIE GOMEGTION S F9 5t CATAL06 G - 2003. 2. 1^R! ?TM D 0494 k;*0 TAKE OVER 5GAA" 004ENSiONS. S_ BASIC r9 MD a 60 towl41 EXPOSURE 4ATE&MY : iB 3►wG ZOM • 5 4. 1 1t1 UrARY LDADIN6: WWXF. .20 DL + OP LL 430 TOTAL. D• DL + 400 LL l/• TOTAL InAlls OR DL . ____ . 65 TOTAL S. kL FRA W � TO SATISFY CA64 'TDt 23 IG. MOCK ALL fty) 7= EPGft_ ALL EX 1 190 R SME^THNS 1Ai*JLW PM IOd AT b' O.G. dM74W A10 Cr O.C_ 09ELD) UNLE36 Ai0720 TT. T. FOR MAIMAL. Sill 310TH S, PL.EAW SM SlEET OL 6. PROVIDE 2 TH" ST ML P4 *M AT ALL A W.#t R BOLT L XAT1ON5. P"t 2005 IIDC, 'SWTON 29M3_IO q. 1 VM-L_S MTN GREATE1t TF1All '.JSO PLF 1 OGLOW A P4N4MW OF Sk MEH90t AT Aev T1N6 Pm*L wdies AVID 3a.L PLATE',5. FOR P%%..LS W 1 M 5150 AND 600 PLF, A114C #M BOLT SrAe.. ib 11116 JIM VeCMAMW D1r 1/2 AM 2x - M TAME 253.4 i0. AT AL.L R - C40I M LOGAT XG, PL.A GE STRoW HOLD DOM go TFMT t OF Now CAOm is s M "Ram C40OCK TYPICAL. v*ew A DOtOLE 'STWAP IS 1lEGIRlEa.1 LA" 50 Tt6kT OW STRAP OL 1155 9 04 "O" C4wacK TT. 11. AT Ak.L FUCCIM L 0CATkX4k PLACE S VAAP MOLD GC IM 90 TMAT C OF MOLD OC *4 is F -CW OUT Room EDGE OF GP'DOO. Tyvp AL- P9111 1 A VOtNXE S7RAP IS Ild� !D. PLAICE 90 THAT EM S7WAr E 115 IAJ� IN P*9*4 EOM OF �. TIT_ CL AT ALL POOR L co^ylOw AUAM F-V?' TO 57R/p4L "W" MCI! t ftMA6M ORwft. V"C,M Its 2 "W" DOLOR !'Die ON FLMW '"" ALLAM 1 FM DOC IR !' AMIL room A vct4" STRM its PRO" , P LA 2 90 TOWT So S'TPUW E its I-Aw M now" maws" cW000. Tvw. C M 'r i a 1'.0* FacrAb C" CWTUKRlA /j 3 r� 1 1 N Cn O r N z c�. 0 PS , it IV A. i^yff R R 4 file,, D04 -0305 35mm Drawing #1 1 - IF-PAM (Oc 12' _ T s �a - ` �. N E _- - — o - - _ —I - S GO - - N t -. , - = - -a ��,; ��• U� ��.. r 'fly T � f _UMN RAIL G TO REMAIN [LING BRACKET �,� 4 THRU —BOLT THRU BOLT & WASHER CROSS BRACE N THRU -BOLT UMN BLOCK ISS BRACES THRU BOLT & WASHER THRU BOLT & WASHER PITZER HOMES fz 14247 - 55TH AVE, S. TUKWILA, WA o t PLAN 2103s/A/20� Er.�! DECK CROSS BRACING -)o - Zoo SCALE; 112' = 1' -0'