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HomeMy WebLinkAboutPermit D04-069 - FOSTER RESIDENCE - ADDITIONFOSTER RESIDENCE 13602 42 AV S D04-.069 • • • • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No. 2612000010 Permit Number D04 -069 W Z W Address: 13602 42 AV S TUKW Issue Date: 04/15/2004 Suite No: Permit Expires On: 10/12/2004 _ v 0 C l) C0 LL1 Tenant: w Name: FOSTER RESIDENCE N u-. Address: 13602 42 AV S, TUKWILA WA W O Owner: J �Q Name: PAREZ ROMANA Phone: u� a Address: C/O FOSTER, 13602 42ND AVE S H W ZF Contact Person: Name: IAN FOSTER Phone: 206 755 -9994 w O Address: 13692 42 AV S, TUKWILA WA ? o U Contractor: 0— Name: JOURNEY CONSTRUCTION Phone: 253 852 -7160 F = Address: 25829 152 AV SE, COVINGTON WA c Contractor License No: JOURNC *0150P Expiration Date: 10 /30/2005 u_ Z DESCRIPTION OF WORK: v ADDITION TO EXISTING SINGLE FAMILY RESIDENCE ADDING NEW NOOK, GREAT ROOM AND PARTIALLY COVERED p M. DECK. O PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING AND EROSION CONTROL /STORM DRAINAGE. z _ Value of Construction: $ $42,134.54 Fees Collected: $1,359.53 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N i Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: N Public: N doc: Devperm D04 -069 Printed: 04 -15 -2004 six) C of Tukwila Water Meter: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N ** Continued Next Page ** Z Z 'J U- U O co o UJ N U. LU J LL. Q. N 1 - _ Z Z LU 5 �p O �.; = U' . llJ Z U O� Z City of Tukwila Y9oe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date. i I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature Date:L L Print Name: C ' 1:=07 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: Devperm 004 -069 Printed: 04 -15 -2004 Z '~ w � 5 UQ CO W J = F- U) LL W O ur ?, � H= HO Z }- LU �o 1 CO: o �-` WW U 1- — O. •• Z W N U— F- H `. O Z �J,�K111!l, k, � , '""'..... �.. Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2612000010 Address: 13602 42"S TUKW Suite No: Tenant: FOSTER RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -069 ISSUED 02/20/2004 04/15/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D04 -069 Printed: 04 -15 -2004 z Z �7- D U0 CO 0 J = H lL, w 9 J LL ca a = w z �0 w ~ W UCl 0- off ww HP LL:0 .z w CO O z �.�'a;, '„Z•F.,zdb; WtbJ�a'i�+'!M+M'i . .� +� 'iuliisy"., � . .., f. ..�;, :�•u: � i;. Y���� �.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Sig 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). Z 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** �- Z W 19: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least v o 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. CO w 20: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least J = Co U. 24 hours in advance. w O 2� 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation � Q off -site or into existing drainage facilities. co d 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of _ 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed Z F" areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this Z O period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. LU U j 23: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All �p p disturbed areas of the site shall be permanently stabilized prior to final construction approval. o t= w ~ 24: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. "—' z w co 25: THE GEOTECHNICAL ENGINEER SHALL OBSERVE AND MONITOR THE CONSTRUCTION COMPLIANCE WITH THE v RECOMMENDATION IN THE ]AN 16 p 2004 TERRA ASSOCIATES, INC. FOUNDATION RECOMMENDATIONS LETTER, PARTICULARLY SITE EXCAVATION, SOIL Z COMPACTION AND ANY OTHER GEOTECHNICAL ASPECTS OF THE CONSTRUCTION. 26: PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL CONSTRUCTION MONITORING REPORT CONTAINING A STATEMENT THAT BASED UPON HIS OR HER PROFESSIONAL OPINION, SITE OBSERVATIONS AND TESTING DURING THE MONITORING OF THE SITE CONSTRUCTION THE COMPLETED DEVELOPMENT SUBSTANTIALLY COMPLIES WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL LETTER. 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. nature. C ' - Date doc: Conditions D04 -069 Printed: 04 -15 -2004 ti4 �k'l�'1' '4 J.�iS }L� i � : , + �:ataw.j+'a:34..t�.u:: .;Saue;5�u • Pf4tirb.' . �- t......i.- - .,y. tt�� 1J�W' ILA, Wes t3 ) o a CITY OF TUKWIU .'"`�, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4F I City fate I "'5vo Zip 1- Day Telephone: '� (( / Q� J � -IC' �l' ✓tS. Fax Number RECORD —All plans'must;be wet stamped by Engineer. of.Record 4 rt 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 ** sx ,.. . '�*• +.,tasd�ro- i ycz 4�';ry la£,. - x ...y ,... �wv''t.r -iv , >•N;« xy ,...{,.' r• ' t:: ^. �.��. - : �.. y .S = + tiH'(.� .i,+,: nf��: Er ., y:. :Yf n.j.r .�':. °r�y'�Crv: � .'IS.�.t...t"(.,.....,ie ..:: . ".,_ +F -.:] .i: "` ' :.SITE.IOFCA.TIOl�f � • ��- '�,.:�: :..��.�.... y `� �':. { ` ' °:�:�•, .mot ; �: ,.:� �= - .. r... .:� ��, w > �• , :$',.i• >..'�•. :'7 �r'�,1 .y� •p�. ..h}. • .a. %. to '�S.c ^.v�:Y: �7i ;- { >,i.R:�'<; ;` - �.:f .�.� i 'T�• _ i. ..•r.:�a:. ._it; y � tli, y...EE';t s.. .�f�' ..- „r. .t 7,;•`,' t � �. _ r ; :....�� :. ._,,.. ...,..} - .. , -. .. n• <a.. : - . ..,, : ... ...;:...r:.. y _+ r`+: ; :�., ara; ..I . - .a' - i i:r ( . �,{4�.. •. 'li, J:+ �.,. GENERAL'CONTRXCTOR INFORMATION Company Name: _ 7 M�'��i•�/���Q Ar P &m f1(301/E 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" :ARCHITECT OF Alfplans•must be wet, stamped by�irchitec't •� 'a,+ i••i, f }su'�L'Y,; ..r. ii; .•:u. -.:2;..- .;�SY �i; .' :.!•• - i` g6 :y.4't r Y t .'T .LM }a . .+t Company Name: Mailing Address: Contact Person:_ E -Mail Address: Company Name: Mailing Address: 22 o �r`�,� ..F�, ' -•"'4 ;1.x':, y r •.....; i�r� YT +4 `i ".`v„ t S ��_ y' y �' '- r � •f•'1 7 `1h G E E �� ' E'' 4 'Building p. rM..�No, y>..�3 ; � • �.ti..�. 1 "I r + P7 �M ` w ��tY` � � w � Y ! ech Pu�Iic�0Itirk&?enriitNo r f W:• ni5,...2 y E Y ��,,ee y. >W a�'t'aY .�;�f?lf: sF3 ro,. {J a t'i� a c'.,�,.•?2'Jt x {Y + A .�SiY f3' r �'roJect \� �'� i t� `�� l�; y.f s e�ri . M.-7• '. b �i�, �.� l { }. �i����}� �'�; �$�'?r�`. -•. r Ol"O C+� TtSC'Oltl • � '�'• ' '-+� - °.• I / ' 1 City tate /�y,.� Zip Contact Person: �ln�l� Day Telephone: — f �J tit/✓ "7i�J�� E -Mail Address: a\ ,A VA iG�y1Lo✓1, Fax Number: C4 ZS 3 j \applications \pertnit application (3.1003) 311003 Pact' 1 E eA Y7�'� ^71R•: (�!!Sd•vC:IM`S'Fra:;::N::' .a,4:•f'+�.o •ter.. re•. �., ^'M..a.:+µ vow. v�.:...• rrv. m�wnrea+ ma.. mm•+¢+ wrr 'wan�rs�wxv-rrrwx.re^rya'AtC;^! hen'+ N^ eer9 '.K <7,�Rt',MYI+$L'fNie„•!rntmN Z ~ W te a D W JU UO CO W I-" NU_ WO J LL j N = W z � r O W ~ W U� O� 0H WW NF- — Z 111 U= O F " Z King Co Assessor's Tax No.: /zc 0 — 00 1 Site Address: Suite Number: Floor: Tenant Name: �_ .- IfiA J New Tenant: .... Yes X..No a Property Owners Name: 1,A?4 Akb ArA PrA Mailing Address: City State Zip - ONTACT;PERSON j Name: Day Telephone: j Mailing Address: �3l(�t� �(� 1 - - I (s I �''I r E Address: I aK1 ��` •L� City / State Zip Fax Number: `ZA -Mail GENERAL'CONTRXCTOR INFORMATION Company Name: _ 7 M�'��i•�/���Q Ar P &m f1(301/E 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" :ARCHITECT OF Alfplans•must be wet, stamped by�irchitec't •� 'a,+ i••i, f }su'�L'Y,; ..r. ii; .•:u. -.:2;..- .;�SY �i; .' :.!•• - i` g6 :y.4't r Y t .'T .LM }a . .+t Company Name: Mailing Address: Contact Person:_ E -Mail Address: Company Name: Mailing Address: 22 o �r`�,� ..F�, ' -•"'4 ;1.x':, y r •.....; i�r� YT +4 `i ".`v„ t S ��_ y' y �' '- r � •f•'1 7 `1h G E E �� ' E'' 4 'Building p. rM..�No, y>..�3 ; � • �.ti..�. 1 "I r + P7 �M ` w ��tY` � � w � Y ! ech Pu�Iic�0Itirk&?enriitNo r f W:• ni5,...2 y E Y ��,,ee y. >W a�'t'aY .�;�f?lf: sF3 ro,. {J a t'i� a c'.,�,.•?2'Jt x {Y + A .�SiY f3' r �'roJect \� �'� i t� `�� l�; y.f s e�ri . M.-7• '. b �i�, �.� l { }. �i����}� �'�; �$�'?r�`. -•. r Ol"O C+� TtSC'Oltl • � '�'• ' '-+� - °.• I / ' 1 City tate /�y,.� Zip Contact Person: �ln�l� Day Telephone: — f �J tit/✓ "7i�J�� E -Mail Address: a\ ,A VA iG�y1Lo✓1, Fax Number: C4 ZS 3 j \applications \pertnit application (3.1003) 311003 Pact' 1 E eA Y7�'� ^71R•: (�!!Sd•vC:IM`S'Fra:;::N::' .a,4:•f'+�.o •ter.. re•. �., ^'M..a.:+µ vow. v�.:...• rrv. m�wnrea+ ma.. mm•+¢+ wrr 'wan�rs�wxv-rrrwx.re^rya'AtC;^! hen'+ N^ eer9 '.K <7,�Rt',MYI+$L'fNie„•!rntmN Z ~ W te a D W JU UO CO W I-" NU_ WO J LL j N = W z � r O W ~ W U� O� 0H WW NF- — Z 111 U= O F " Z .36 70 ' 1 Will there be new rack storage? []..Yes . No If "yes ", see Handout No. for requirements. Provide All Buildung AreaS'.in Square Footage Below PLANNING DIVISION: p, Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) Z2 Z1 *For an Accessory dwelling, provide the following: Lot Area (sq ft): a� Floor area of principal dwelling: Floor area for accessory dwelling: *Provide document lion that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ....Yes K_.No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm g ..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes . No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Qrety Data Sheets. i \applicationalpermit application (3 -2003) 3/2003 Page 2 Z =Z �W QQ� JU UO to Q J = F- 0) U- WO La N� = F- W Z H H O Z F- W W U� ON o F_ WW HF_ u. O. W Z CO) 1— X O Z n Valuation of Project (e RICILAot'`5�hirl� 66-- l ;�$ ?i7 , 000 Existing Building Valuation: $ 2 / 9 CAQ PUBLIC WORKS PERMI INF RMA'1'ION 206 = 433 =4179 t ' � } ' fi=rM �R lA� 1.. ;F /';" {�w l'"".� ?�• .t' F= :r'.� �y`•'IC a. 'W.f. "�C. -yj>,• `� , � t � L �' fi t. N � �'; 1.1?t.. s ..^ "t' �1 a' , >;•i. w r .24�t ,.r„y It 1 t 1 y : i d =4 scope or worx rptease provide detatled information): B/V AD - 1T' V —/V S7j6 Lt 4 /aalo ivy fvoo ' OkaQ m-o Call before you Dig: 1- 800 - 424 -5555 Please.refer,to PublicWorks Bulletin #1'foir fees. and estimate sheet Water District � ❑ ...Tukwila O - Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila [,. ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... 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. Submitted with Application mark boxes which apply): ..Civil Plans (Maximum Paper Size – 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) 01. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless ..;� Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ...Total Fill cubic yards V ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use – Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank .. Curb Cut .. Pavement Cut ❑ .. Looped Fire Line „ ❑ .. Grease Interceptor .. Channelization .. Trench Excavation ❑ .. Utility Undergrounding ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. it WO# ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water [:]...Sewer ❑ ... Sewage Treatment i Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone:, City State \applications \permit application (3 -2003) 3/2003 Page 3 z 4 1' Z h �W 5 JU 00 W = CO) LL . W o J . IL N C% �W Z H H 0 W ~ W V❑ CO OH W W H� .u- 0 .. Z W U= O Z Contact Person: L2� /V l`� S i C l/(� Day Telephone: E -Mail Address: -:77/1-1 l! x / A Gc • C 6 ►^� Fax Number: Contractor Registration Number: o. 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): Use: Residential: New .... Commercial: New .... f_1 Fuel Type Electric ..... R Gas .... R Replacement .... Replacement .... Other: Indicate type of mechanical work being installed and the quantity below: Unit Ty Pe Qty = Unit Type Qty Unit T Qh' Boiler /Compressor;` Qty Fumace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling ystem Incinerator - Domestic Air Handling Unit < =10,000 CFM Incinerator - Comm/Ind 7 PERMIY' PPI ICATION.-NOTES = A licable :to.ail" er iits in at�><s a lication'M ?' ,':;; "�eia n`.:.i'�a�'h: r,_•. - j- :a: ..s;,.t,;,. .�St' _S.rc;::. .� ..�$•...teV i .�.. ,��� n i +:, '�; r.•'.ir �„ ',il :Y�`: '�•.5�:.`• :?: 'r .b'' , t�:t"'••; a .•.i:= cd,2.•.d •t:rid: >. i. r:,� :•t�'`' U, Y.,n re1 t.i l; Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OSIER OR AUTHORIZED Signature: C - K Print Name: /V Mailing Address: /360 7 y � �?/ /� e, Yo Day Telephone i t_j L 1 City Date: 0 4- -, Date Application Accepted: Date Application Ex Tres: ' tats: ✓� Staff In \applications \permit application (3 -2003) 3/2003 Page 4 ZZ F W JU UO J = F- �U_ WO LLQ = �W Z H O Z H W5 UC3 O C �H W UJ H LL O •• Z W U= O Z MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 136b V SW City State Zip g City of Tu 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2612000010 Address: 13602 42 AV S TUKW Suite No: Applicant: FOSTER RESIDENCE Permit Number: Status: Applied Date: Issue Date: Receipt No.: R04 -00585 Initials: SKS User ID: 1165 Payee: IAN C. FOSTER Payment Amount: Payment Date: Balance: D04 -069 ISSUED 02/20/2004 04/15/2004 63.67 05/17/2004 01:04 PM $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 9361 63.67 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ? ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 10.10 PLAN CHECK - RES 000/345.830 53.57 i Total: 63.67 f ZZ i 2 Z � W J U. UO U) 9 CO) ~ N U. w O U. N H W { Z= H O Z F- 5 ON H W W , U_ W H-. _ O. LU Z H =' O Z ~' s Q�'At.. 63 . 67 doc: Receipt ` ' Printed: 05 -17 -2004 Cit of Tukwila ! 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: IAN FOSTER TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1004 987.05 ACCOUNT ITEM LIST: RECEIPT Description - - - Parcel No.: 2612000010 Permit Number D04 -069 Address: 13602 42 AV S TUKW Status: APPROVED Suite No: 000/342.400 Applied Date: 02/20/2004 Applicant: FOSTER RESIDENCE Issue Date: 000/345.830 Receipt No.: R04 -00445 Payment Amount: 987.05 Initials: SKS Payment Date: 04/15/2004 03:55 PM User ID: 1165 Balance: $0.00 Payee: IAN FOSTER TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1004 987.05 ACCOUNT ITEM LIST: Description - - - Account Code - -- ---------- - - - - -- Current Pmts ------ - - - - -- ------------------------ BUILDING - RES 000/322.100 573.05 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 68.00 PW PLAN REVIEW 000/345.830 68.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 987.05 doc: Receipt Printed: 04 -15 -2004 i �5 Z = Z w w UO N 0 CO) J �- N tL WO 2 �. 9 Lo d H W z = H I— O Z t- a U� O N OH WW LO W Z H =' 0 H Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2612000010 Address: 13602 42 AV S TUKW { Suite No: Applicant: POSTER RESIDENCE Receipt No.: R04 -00213 Payment Amount: 372.48 Initials: SKS Payment Date: 02/20/2004 02:47 PM User ID: 1165 Balance: $577.55 1 j Payee: IAN AND ANITA FOSTER I TRANSACTION LIST: Type Method Description Amount Payment Check 9291 372.48 I t ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 372.48 I Total: 372.48 3002 02/`20 - 1 1 716 T'OT'AL 372.48 doc: Receipt r- Printed: 02 -20 -2004 Permit Number: Status: Applied Date: Issue Date: D04 -069 PENDING 02/20/2004 Z �_- Z W. J U' 0 0 0 C0 W J = H D LL: WO LL Cj) �. W. z zH W O C0 W W' LL —O .. z W co U z INSPECTION RECORD r Retain a co R py with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4 1 -3670 Pro'eet: f _ V � Type of Inspecti n: Address: Date Called: ) Special Instructions: Date Wanted: M. Re u r: Vi t 5 r7� ' P one N N f r Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, flee must k paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio Z W W� JU U O• U U. J F-- LD o W J. U �W Z Z° W UJ . V � C0 W U � U? u. ~O LU Z N O Z INSPECTION RECORD Retain a copy with permit ob- INSPECTION NO. PE IT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)111-3670 n - Approved per applicable codes. Corrections required prior to approval. Project: �-034fy- Type of Inspection: F rt M % I PNC. Address: �Ac) A 1 , ) Date Called: Special Instructions: Date Wanted: a. M. p.m. Requester: Phone No: Inspector: Date: 3-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I Date: Z �U U 0, Co 0 2 W 3: J �. M LL� 10 :3 CY W O. 1-- W Ul :0 0 W LIJ (3 , U- Z. M .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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i I N L Inspector: Date: 4 c" Project: zgk24z�� 4�9 Type of pection A Address:� Date Cal ed: Special Instructions: Date anted: M. d m. ,� - Request Y � Ph Me No: Receipt No.: Date. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z '~ W JU UO CO 0 J !2 LL WO 9 _ LL Q _CY W Z H E- O z WW U� , O N 0H_ WW U. O. W Z 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 Project: Type of Inspection: Fr(4 w� I IN Address: 13 to0 a- ) (a A� Date Called: It 19-0 Special Instructions: IJ- \ Date Wanted: W. a. m. � ` U 2 4 P .M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i C. COMMENTS: C Y r r) 4-e ci. Le n C IJ- \ A. (- P. 1 VV\ t � U . Grp -R A ' t^e. r a P C IC _ 1- �Y�S► n 1"�v v1'4 cn p • i to ` A) . (' �k- � cA yN A V ' 2 -�H [ -- j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �W �0 UO Co a Wx J N LL W O LL ?. N = W F- _ z Z° W .�O U O (0 0 H- WW H O ed Z U N Z a . 'i 4 � ► INSPECTION RECORD } -oGql Retain a copy with permit U I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project:. 4�) S MIL Type of Inspection: 0 w ��_4 Address: Date Called: . t (POz Li -2, At t o '-1 Special Instructions: Date Wanted: a.m. ` p.m. Y Requester t Phone o: o �L C l Approved per applicable codes. Corrections required prior to approval. COMMENTS: f / I- 1 / Y C' t W U J. J C/o cY q c, 1 A w� lc I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z �W C C UO rn 0 CO) LU J = N LL wo 2 Q LLa = f_ W Z �O Z l— W LLJ U O co w �O LLI Z to 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 Fl Approved per applicable codes. 1:1 Corrections required prior to approval. Pro je 9 k Type of Inspection: Address: /SW� q S- Date Called: l� bY Special Instructions: Date Wanted: a.m. t 1 f p.m. Requester: / l Phone No: 24 �o � O v — COMMENTS: Af 411w* 6 1C0 tl EA C'4 Inspector: / Date: I !ZU g Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z ' W W� UO UJ J � N V... u.I 0 LLQ C = W H Z� 1= o z I- W 5 U � O N O H W W. o u. O .. Z W U CO. F- T O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project,;,. - , Type of Inspection: Address: 13 (g()Z. Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. L4 COMMENTS: e d v . Inspector: Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Ir= JU UO N W= J S2 U- WO Ei cod = W H ZO �5 U� O � H WW H 0. O ; �Z U co O Z INSPECTION RECORD J Retain a copy with permit Sg INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' ct '4;4e Type of Inspection: P ] 4, A less: 4�a Date Called�' L 7 Special Instructions: Date Wante fa. m. kJ 1-1r< Requester: 0 ne No: , 2- L3 /6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: COMMENTS: F $47.00 REI FEE REQUIRED. Prior to inspection, fee must be j Z Z LU �U 00 Cl) a U) W LU T. LL W O 2 �. I Ei LL X l .— LU Z Z 1� 0 — 1-- W LU ' 5 L) cf) 0— LU U1 X U. Z U= P ' 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Z 6)431 -3670 Project: 1 AV Typ f nspection: � Ad re�ss: � ISpetial i Date L : Instructions: Date d: 2 -1 p.m. Requester: Phon No: o-� Inspector. IZ - Y:xw J± l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date. J i t l l l i t s Z UO CO J = (0 LL W O L L = W Z� H O Z F- �j �U� :O N � H W U.I U u. ~O. Z LLI CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT N07- S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (*6) 3 -3670 j Pr ,ledt: Type of Inspection � c Ad rgss: Date Called: Q Z Spfelial { s ructions: t, a' Date Wanted: ,_ a.m Requester: ' Phone No: _ Inspecto : ; Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t i t I i i z Imo. ~ W �QQ � JU UO N J � �LL W O. 9-1 LL Q N d = W H =. H O z H W Q U O CO) ID H WW H U. O' z w UM O z INSPECTION RECORD Retain a copy with permit a L ( INSPECTION NO. PER I O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-3670 Proje •. f_e4 4� r N7fJection: - , A - — I Addr6ss: I Called' 4Difte Sp al ThsTructions: I W Date Warill I/ a. _a 1 0 M. Request Ph �o. siV Leg J � Approved per applicable codes. Corrections required prior to approval. Inspecto r _� " VONAV 1 0 - 7 82 - 0 - 1 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: 7.1 z �U 0 0 CO) a w LL w o 2} � g U_ < tr LU T_ z P �- 0 z �_ W W 5 (3 0 �0 0 LL1 W. M Z Cf) T .0 Z INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: c4 Address: ^� 1 Date Called: / Special Instructions: Date Wanted: a.m. v d p.m. Requester: ' Phone No: D Approved per applicable codes. El Corrections required prior to approval. � Inspector: Date: r L i 7 r L I,4 /.UU KtIN]PI:L 11UN Ftt KtCZUIKtD. Prior to Inspection, Tee must bE paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection eipt No.: Date: r Z J- Z '~ W JU UO CO W = LL W O LL = W Z F Z O W W 25 �a O CO. � H WW H �. U. LU U= O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31 -3670 j M I , i Proj� e J Type of I spection: Add r�s: � Date Called: 3 Special Instructions: Date Wanted: [4� U p.m. Requester: Pho e�l� l IR Approved per applicable codes. Corrections required prior to approval. C OMMENTS: o rVP 4 1 r v,-, ` l l lie. - `1 r 0 W 0 Ile I ro P `P V t Or 8 1 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 630 Sou Blvd., Suite 100. Call to s ch e d u le reinspection. Z W �U 0 to 0 J LD LL W O. u_ � Z F Z 2 5. U� co 0 F- W W ll l N U d ~. Z INSPECTIOWRECORD C0 W Retain a copy with permit INSPECT NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Approved per applicable codes. Corrections required prior to approval. i Inspecto . Date: i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • 1 Pro' j Type of ection: \ Adyl�e� Date Te d jl� Special Co F eci ( al o lnstructions: Date Wanted: a.m. � 17 —&'911 p -. Requester: Phone No: )J /0 COMMENTS: , �It D COMMENTS: , �It -,.>I � r r r � � v vv GtIJ P .c��u� B BP IM 1 � - -P -P - � �~ - - � � o A r v P O Z INSPECTION - RECORD _ C', e Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Tv-m kii; 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Pro' P t. OSffea A ,� T o f fns ction: I 11 !9 Adlr3s: g Date Calfecf. K/ - y Special Instructions: Date Wanted: a.m. Q P.M. t� Requester: Ph N o (. - yt 0 ) : (;)l Q4 F Approved per applicable codes. C orrections required prior to approval. R COMMENTS: 4P _\�� � ' C' d I k\ &% � /-) U S. _- A \re_ wt)&_ Z71), �or,e Worl \J0, ok Q4 i o r Q A0 A L) C' , r-e- a ' I I - A - A . r F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z .' Z L LLI 00 CO) Q Cf) W LLl _J S2 LL LLJ 0, :3 LL N CY Ill z 0 W H_ LLl W 5 Cf) 0 — 0 1.- W LIJ H C.) ILL 0 z Cd Cf) Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � - Project: Type of Ins ection: o r .� va A,i S a ge - Inspector: Date: I 1 -GL/ –�� I C9 Receipt No.: Date. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z I Co o C0 LLI J M u_ wO L L Nd �W Z= ZO W 0!2; D H W LU U 111 Z N O Z e - Addr`ss: 60 A l. � Date Called: 9-11 Special Instructions: Date Wanted: a.m. TO P.M. Requester: Phone No: Inspector: Date: I 1 -GL/ –�� I C9 Receipt No.: Date. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z I Co o C0 LLI J M u_ wO L L Nd �W Z= ZO W 0!2; D H W LU U 111 Z N O Z INSPLTI.ON RECORD Retain a copy with permit V 'c INSPECTION NO. pE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prole : � � Type—of Inspgction: -- f Ad s: Date Called: — 7 lb I 9M �:2 V Spddal Instructi ns: pate Wanted / 0 � Requester: v Phone No: /()-- i "paid at 6300 Southcenter Blvd., Suite 1,00. Call to schedule reinspection. Receipt No.: Date: Z T H Z W UO W = NLL WO L? N = W Z H ZO W W U U. O— o� W W. ILL O W O Z I INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER N J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: i�_ 4 yL Type of Inspection: Address- 6P'D Date Called: Special Instructions: ate Wanted: C , a.m. Requester: Phone No: Receipt No.: Date: i' i 1 4 ' Z �Z ~ W Q � Q � JU UO (I) a J = H N LL' WO U . N� 2 C! �W Z F- H O w I_ � o U O N. O t—: WW H� u_ O _ Z: W CO) P O Z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEMON NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Insp Address: 47,,2 Date Called: Instructions: Date Wanted: a.m. 7 M. Requester: Phone No: I Receipt No.: e: 71 6 z JV 00 NO Cf) W WX J F- C0 LL WO U. < in =) C% W Z HO W �- III LU 25 0 13 UJ U J* C.) O Z (f) �F 0 Z I i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit INS CTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type o lrrl ,spe ion: X4 Address: 0 Date Ca ed: Special Instructions: Date Wanted: ..r p.m. Requester: Phone No: Receipt No.: 7 ate: i i i i Z WV UO U 0 J � NU_ w L L U � 2 F. W Z 2 H !- O Z t_ W �5 O H W W U O' ..Z w U= ~ O Z L " j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ({� Retain a copy with permit INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ,.r 1. Type of Inspection: Address: Da Called: Date Special Instructions: Wanted: a.m. Requester: n Phone No. Approved per applicable codes. D Corrections required prior to approval. lnspector:A Date: n UV $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z LU JU 00 N co W J l._... N O W� �Q (0 �. = i.. W Z F- Z O �5 UO O N OH WW LL. UI Z. O Z INSPECTION RECORD Retain a copy with permit r INSPECTION N0. PERMIT ✓ . CITY OF TUKWILA BUILDING DIVISION `P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206)431 7 3670 Pr • t: Typ f Inspection: L S -- I Address: D Calle . S ecia nstructions: Date Wanted: 2 Ir A U Reque r: - P e Ph, a o. -- n -, C Fl Approved per applicable codes. f" Corrections required prior to approval. COMMENTS: --�� S -- I r 2 Ir A U A e - P e r 3 S ir, �I. r O� l O AA fp'lj L;+ ` t (' IQ , P 1A 5i) 'P A W i 4 S� 7. - Q. S ` Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsoection. Receipt No.: Date: z H '~ W �aa � JU 00 CO 0 W H S2 LL w J LL N Z E- z0 � D O N O fh- WW L� 0 Z UN o� z INSPECTION RECORD Retain a cop w ith permit � INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes Project: Type of Ins ection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 9 ,c-orrections required prior to approval. ♦r � 1 `i r 1 � L.� 1♦ i / L I / / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z = Z IX LU : -3 L) U0 CO) �. N LL W O La c �. a. I.-W Z f- H O Z H W W. �5 �U� O -. C3 H W UJ LL L Z' 11 U_ H =: O Z ' `— INSPECTION RECORD Retain a copy with permit I c INSPECTION NO. PER WT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 +-f)'�' 4 D �tIa Pr ' u: � Type f Inspe 'on: Acl ress: . -S Date Called: S ecia Instructions: Date Wante te / ) zlry-� N."'. Request r: , Phone 0 o: �( Approved per applicable codes L IN r- El Corrections required prior to approval Inspector: Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y..1'arh�:a .Yr�.rs•ifi';! cva�isr�aoi 'iiidl�l���dlFl�l�l = - ,� ... ., .., .. , Z ;} LU Z �U UO W= S2L WO 9Ei U. S2 = W H Z Z° �U� co � F- WW �L LL' O ll! Z ' co O Z INSPECTION RECORD Retain a copy with permit ` 0 _S ER INSPECTION NO. P O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 061431 -3670 Pro' et: "' Type of Inspection: l Addr ess: Date Called: d 0 ) b q a Instructions: Date wanted: („ 1 a.m. 1 ON Requester Phone No: Approved per applicable codes. ons required prior to approval. tion, fee - Must be lulexeinspection. Z I~ ~ W I � JU L) O y0: Will J I- N U. WO LL = W 1!— _ Z fL Z O W W �p L) C0 O 0 f-: = U H F- W Z N F- _, O H Z <: INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431 -3670 Projr C ±eA TylSe of Inspectio t I� Add a s: I j �z a • Date Called: Sp Instructions: Gi Date Wanted: a.m 1 5 Reques I a- ( I Aezh'4� i� i Approved per applicable codes. Corrections required prior to approval. 9 K � h lnspe or < ./ Date $4P: REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z LLl J U: UO W= LL. WO 9 -1 LL Q CJ) a = W I— _ z ZO UJ W U O� �H W H Z.). LL Z ll! CO) O Z INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PE I NQJ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro re SI?A- Ty IA of Inspection 41 Add I UN -4:A- Date Called: .!g IQ Ina Special Instructions: Date Wanted: a.m. Requester: Phon"o: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: A loail u—j-0, I Uwm V C, O-Y Q ?ro v'6j.t T P r 4jr 3• ll lox U - vop 1�ovVxay\Aa� s4(-J l� 1 6 t 0 &6 A rKrIfol)-li 1 r OD-P(y C 1) W46 Ile Q. .. � ) OV Inspector Date: Receipt No.: D ate: — 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. m 01 �z ie r. z Z W JU 00 Na co W LLJ LL W 2 � 9-1 LL < ND CY UJ z Z 0 �- LLI LLj 5 co 0 I.- W W, LL —0 Z cn � 0 z INSPECTION RECORD DO , t , 0 69 Retain •a copy with permit 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. J 0j Project: Fo6+e r R�Sidence. Type of Inspection: Star-,+ loo rk Address: 13bQZ. `�2na A s' Date Called: Ll— ?9A d Special Instructions: Date Wanted: a. rn Requester: Phi) Feay 5&7 Phone No: 20 / —510 _ /D3q COMMENTS: t z %L cl' -A-4 v LA,1 f w Inspector: 61` ` Date: / V Z.L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bE paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior IKecelpt no.: luaie: I All -- — Z H iH W W� UO Cl) J = LL wo LL N d, =W ? I— ZO W 2 5. U� O -. o t_ W W. H U r liJ Z U= O Z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences November 3, 2004 Project No. T- 1515 -3 Mr. Ian Foster 13602 NE 42nd Avenue South Tukwila, Washington 98168 RECEIVED Subject: Final Report NOV 0 4 2004 Earthwork Observation and Testing TU K W I LA Foster Residence Addition PUBLIC WORKS Fosterview Estates, Lot 1 Tukwila, Washington Reference: Foundation Recommendations and Plan Review, Foster Residence Addition, Fosterview Estates, Lot 1, Terra Associates, Inc., dated January 16, 2004 Dear Mr. Foster: As requested, we provided intermittent earthwork observation and testing services during construction of the Foster Residence Addition in Fosterview Estates located in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced foundation recommendations and plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Foundation subgrades • Final surface stabilazation Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 1 has been prepared in general accordance with project specifications and recommendations provided in the referenced letter. New strip footing foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). The five -deck column footings observed by our firm will provide satisfactory support using a bearing capacity of 1,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. We have also enclosed our field memo delineating the final surface stabilization in the work area. This work was performed and this letter was prepared specifically for the use of Mr. Ian Foster and his authorized representatives. b ' 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 . . . . . . . . . . 7x�s:nunct+m•Y.wy t+,*§f4a e2MnURL1W . 1 x�t' ava *k.xp.,= g.Erlv+r�xerP'�rri+nr1: r,','i9'•:�3A�11' +uuYM.F. a. Z �w Q � 2 JU UO Cl) J = H S2 LL w� U_? � = W t— _ Z �. �o Z� W w U� O C w LL Lil Z U =_ O� Z i Mr. Ian Foster November 3, 2004 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Bernard r Projec cc: 11- _o xt Report (1) Mr. John Kappler, Kappler Architects Project No. T- 1515 -3 Page No. 2 r 12 TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 1107 ~ Oy PROJECT NO. 1 615- 3 PROJECT NAME: Fos r ?c s Ce -'c PROJECT LOCATION: t V IF. w la CONTRACTOR: — REPRESENTATIVE: =An T�) I' DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: (Sur representative has examined only the footing excavations list4d above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundetino a �uo-to c[LpS coon activity or rainfall should be removed prior to concrete p lacement. COPY TO: �'Q -S7en SIGNATURE � RE n-X ' r TERRA ASSOCIATES REPRESENTATIVE Z �Z �W 0 CO J l,- W W WO J LL N C1 = W H Z F. 1- O W �j U0 O N 01- WW U' O Z W L) CO F- _ O~ Z ,: .., a1. .wds..it:�.:a:s.. �.x , ... = 1yt�ih'.f �1tb ' �w. t r -: � r.�• i✓ �4w.iod=r ir�'�, °'diti�t.'a FOOTING EXCAVATION FIELD CONDITIONS NOTED A - i 15 S Faolr7 vt e)4 Cc�.kx�c /Z " ?a I g " �V GloCd i d ba c ik 04-7 se SkVrA' .1 '41l a'd r n rea s /s �e �, Su s ,�L'C!� s ,' �Bwc�s 1 i 5 cblur•n bw�tr7 r jW 77 G'tn� ���1 5 �� an[G� i n L3 L� ^� kj S a 1a l" 4 a s . 4 �icT �rq �'�'� Q Q L7 �� , r/P ,� yea -- L- .� �J a��4- S (,(, �?"rr� vL �J✓! / /mil WW (Sur representative has examined only the footing excavations list4d above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundetino a �uo-to c[LpS coon activity or rainfall should be removed prior to concrete p lacement. COPY TO: �'Q -S7en SIGNATURE � RE n-X ' r TERRA ASSOCIATES REPRESENTATIVE Z �Z �W 0 CO J l,- W W WO J LL N C1 = W H Z F. 1- O W �j U0 O N 01- WW U' O Z W L) CO F- _ O~ Z ,: .., a1. .wds..it:�.:a:s.. �.x , ... = 1yt�ih'.f �1tb ' �w. t r -: � r.�• i✓ �4w.iod=r ir�'�, °'diti�t.'a Daily Field Memo TERRA ASSOCIATES. Inc. ProjeotNO. Geotechnical Consultants (425) 821 -7777 Memo No. Kirkland, Washington Date tom_ .-1 Project: 1 C 1 �IWjKE Subject: F1 SuRF. � - �i7itsi� Location: 7 - axw&A Contractor: a Y C O rvsT Weather: AW IL y 4:fi0U,0 - Present At Site: .� 1f � �•�Y'�I lr� ✓`l�Si �� 7�0 5i� �O daSe+i'rP 7H!�� 3`1 PO'� _ -tali ` inns Ah - 112 vi G��t: �e boa se 14 X".of o oe'l- T; f V % S ,� %� CG/l S1i'LCyS �i7 GvG S By: COPIOSTO: 1 a t s 4. z �W QQ� JU UO Cl) = W J N U. W O �J LL Q to � = CY �W z� t— O z H W UJ 'gip U O N O t— W LL: o w z U N O z 5 S rr /rid les �ch.� PI-b -------------------------------- - - - - -� I I I I 1 I I I N �W-- '!\ II 1 I I n" O i - i •I I. I 1 ( I I• 1 I � I I I I . I I• I I I ' I I I I I C3 I L CENTER I I 1 1 J I ° 1 I ` I r - -J lie Im � ic I� o I I I 1 ; I I C I I I I I I V I I I I I I � I I I 1 © 0 0 0 0 " e a a g "a� E g IN 4 V >I IM I �ea � � ari 1p rEc S F Da B By D Dewp m ° � � ° . 13602 42ND AVE. SOUTH TUKWILA, WA rm owoww IB ® Wvrrm NNo B Tm m Awe Ppa-wN of T+e AFcwwT giorr M AY - 7 2004 2��Z BUILDING �� DEPARTMENT ' 4 Z+ �4Y. Mh \MUVFIf.^.t:v✓.rMwSYI}YIF.CiIq' 'f+�r++ .....n ..•. .. .n+.....�,... .. .... ,.... ...-- � ...... -..: Z �— Z W �U UO W= �LL WO LL j � d W �— Z I"' W O W U� C0 o� WW H� LL O W Z U= O 1` Z ' "�... OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection 8 Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: vAmottorosenau.corn RECEIVED OCT i 2 1 2005 z � Z 20 October 2005 Lu cOMMUNITY DEVELOPMENT D UO City of Tukwila Building Division to o. 6300 Southcenter Blvd w = Tukwila, Washington 98188 W J Project: Kahn Three Lots Permit Numbers: ( defiention vault) �` Address: 13821 Macadam Road 5 D04 -069 (retaining wa _ �a Job Number: 05 -196 Z F. We herewith certify that we have completed the following special inspections. To the best of our knowledge, E- O z ~ W the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. v �" O— � H All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. = tw.� This report should not be considered as a warranty for conditions and /or details of the building. z Items inspected are: v to f= � 1. Reinforcing steel z 2: Reinforced concrete Sincerely, w /�/� IN OTTO CI�AU u ASSOCIATES, IN Jeanne L. Parvin fax c : AIA Contracting 0 0 (o � p '�ER.M ► =tom D� r � � tH �� SUBJECT T4 P%F, %Iqvfj�P INSPECTIc, ISION lur � _.�� f ad ! IA 13 d� r�u 1 �.►�n �k SA Wirq Y X0 04 r 14 i� i z �W � D Oo N J S2 u. wO ga� LL D = w z� �O w ~ W U� ON oF- WW HC Ll. O W z U= O z ; s ,i I . r TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Ian Foster 13602 NE 42nd Avenue South Tukwila, Washington 98168 NS i' �� � ill ��,•� -,.r January 16, 2004 Project No. T- 1515 -3 RECEIVO C:ITy OF Tl IKWII A Subject: Foundation Recommendations and Plan Review FEB 2 0 2004 Foster Residence Addition Fosterview Estates, Lot 1 PERMIT CENTER Tukwila, Washington Reference: Summary Report — Geotechnical Issues, Fosterview Estates, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated December 16, 1998, revised October 22, 1999 FILE CoPV Dear Mr. Foster: As requested, we provided geotechnical consultation services for design and construction of new foundations for the proposed Foster Residence Addition located on Lot 1 in the Fosterview Estates development in Tukwila. We previously performed geotechnical services during the design and construction phases of the Fosterview Estates project. Our recommendations for site grading and construction were presented in the referenced report. We discussed plans for the new addition and provided recommendations during a project design meeting on December 17, 2003 with. Mr. John Kappler of Kappler Architects, P.S., and Doug Jamieson of Jamieson Consulting. We also reviewed architectural and structural plans to verify conformance with the recommendations presented in the referenced report compilation, and the additional recommendations provided during the project design meeting. Project Description We reviewed the following plans dated!Jan' uary 6, 2004: • Sheets Al. 1, Architectural Site Plans • Sheets A2.1, A2.2, and A3 through A7, Architectural Plans • Sheets S1.1, S1.2, S2, and S3, Structural Plans • Sheet P8.0, Site Specific Detail Sheet 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 mwwwe8ss!�x�A�PityBRAd9 �aaaaa ra , ..�, <«.A. z Z w QQ 7- JU UO CO J = H U. wo 2 Q LL Q 1'o s� �w z X H ZO w U� co 0� w W �- O ui z co O z Mr. Ian Foster January 16, 2004 The project plans indicate that the main floor of the existing three- level, wood - framed, single - family residence will be expanded towards the east and include a partially covered deck. The new addition will be constructed at ( Elev. 167, the same as the existing main floor. The existing east basement wall of the house and the retaining f / wall extending off the back of the house will act as foundation elements for the west and north sides of the ti planned addition. Support for the south and east sides of the new addition will be provided by new foundations constructed at relatively shallow depths. The new floors will be framed over the new crawl space. Structural ' loadings from the partially covered deck will be carried by five individual column footings. To achieve the planned finish grades, we anticipate that temporary excavations up to four feet will be required. We do not anticipate that any significant fills will be placed on the lot. After completing construction of the new foundation elements, excavations will be backfilled. Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in the referenced report and during the project design meeting. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations up to four feet will be required to construct the foundations for the planned addition. It is expected that the excavation will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. The on -site native soils contain a significant amount of fines (silt and clay size particles). These materials will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Walls .. supporting backfill should be designed as retaining structures and should be provided with adequate subsurface ' drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot (pso should be added for restrained conditions. Foundations Excavations for the new foundations on the lot are expected to extend into competent recycled concrete and native soils. The native soils are moisture sensitive and subject to disturbance in wet weather. If the native soils used as foundation bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Project No. T- 1515 -3 Page No. 2 z Z �W QQ JU 00 Ct) CO LU J = H CO L WO LLQ N� = �W z P z� W5 U� ON DH_ W LL —0 ui Z CO bF z Mr. Ian Foster January 16, 2004 To avoid laterally surcharging the existing east basement wall of the house and the backyard retaining wall, the new foundation elements should be rigidly connected to the existing walls. The new foundation planned parallel to and against the existing east basement wall of the house should hang on the existing wall. The plans indicate this will be accomplished by pinning the new foundation to the existing east basement house wall with epoxy coated, 18 -inch long No. 4 rebar pins placed at 16 -inch centers along the wall. Additionally, where the strip footings for the new addition meet the existing basement wall and backyard retaining wall, they should be constructed as grade beams and also be pinned into the existing walls. The plans indicate this will also be accomplished using epoxy coated rebar pins. The portion of the new strip footing that extends from the new southeast house corner north to within ten feet of the backyard retaining wall can be designed as a typical strip footing foundation. Pinning the new foundation elements to the existing basement walls and designing the portions of the new strip footings planned perpendicular to the exiting structure as grade beams will prevent additional lateral surcharges from acting on the basement wall. Constructed in this manner, the new building pressures will act vertically on the existing walls. All other recommendations presented in the referenced report compilation are still valid. The new strip footing foundation should be designed for an allowable bearing capacity of 2,000 psf. The five deck footings shown on the referenced plan sheets should be constructed as conventional spread footings, as ' shownon the plans. The deck footings should be designed for an allowable bearing capacity of 1,000 psf. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you. have any questions or require additional information, please call. Sincerely yours, j TERRA ASSOCIATES, INC. Bern Pro t `' ne aq� Ani '1 P -V7003 Cons �ONI,►L� ' BPK/AB:a ►:Ras � i9! 0-S CC. Mr 1 :Itsi p , appler Architects, P.S. Project No. T- 1515 -3 Page No. 3 z Z �w �U 00 Co a w= f- TLL w LLQ to : = �w z WO w U� O N D I- wW LL O iii Z U= Z „'.).�. •:..:;�:�.: ir4..r .u:.;i i. ;.�,,.i, f. .::.: ^ ii`;�,.�;.? - r�,'vi+'r.'.. .'e.r +,t�. ,3 t:, .,a'r.•.'iM:<; :;4Jx'r, 1,Vi W%.t.!s' ` ".4 T:a1`G4�t3. a �:iD:viv.,t j t'L:�n.. - w� ..:,: ;.„1.:,.ui.,:t.H+,..�,��.. , ..:..s »ra•�u.a.awa:c cv;.w�.� KAPPLER ARLH11 LLI� Ps. Jour coinyCete h.onne yCa.nn.ing resource FILE COPY { VERTICAL ANALYSIS For: Foster Remodel (Job #03044.05) RECEIVED CITY OF TUKWII A FEB 2 0 2004 PERMIT CENTER CITY OF T01,'11LA APPROVED APR 1 3 2004 AS '101 G!i WILDING I IViSION Dr,mmomA R%r M L.STATE OF WASHINGTON z J U, U O co) 0 w W �LL W0 �Q D �W Z � z of W Li ,o a W W. H U —O w Z U z ,1111!ej �`j bm TJ- Beam(TM)6.10 serial Num 7 oo 2 oo L 12" x 117/8" 1.7E TimberStrand(E 3L Ussrl r Pagel EngineVersl n'�;o.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' Overall Dimension: 16' Z a, ,o W 12' Product Diagram is Conceptual. J U LOADS: U 0 Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5'10" N W Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead W _ F- Vertical Loads: W LL Type Class Live Dead Location Application Comment W O Uniforrn(plf) Floor(1.00) 0.0 80.0 12' To 16' Adds To Point(lbs) Floor(1.00) 385 240 16' - SUPPORTS: LL Q d Input Bearing Vertical Reactions (Ibs) Detail Other _ Width Length Live/Dead/Uplift/Total t Z 1 Stud wall 5.50" 5.50" 1412 /288 /-41 /1700 Al: Blocking 1 Ply 1 1/4" x 117/8" 1.3E TimberStrand® LSL I— O 2 Stud wall 5.50" 5.50" 3031 /1605 / 0 / 4636 E1: Blocking 1 Ply 1 1/4" x 117/8" 1.3E TimberStrandO LSL W ~ Uj -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking,E1: Blocking j 5 DESIGN CONTROLS: O Maximum Design Control Control Location W — Shear (Ibs) -2352 -1966 11083 Passed (18 %) Rt. end Span 1 under Floor loading = U Moment (Ft -Lbs) - 6188 -6188 17840 Passed (35 %) Right OH under Floor ALTERNATE span loading LL H Live Load Defl (in) 0.164 0.211 Passed (2U618) Right OH under Floor ALTERNATE span loading Z W Total Load Defl (in) 0.228 0.423 Passed (2U446) Right OH under Floor ALTERNATE span loading N - Deflection Criteria: STAN DARD(LL:U480,TL:U240). 0 - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of Z lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes: Cantilevered Beam @ Main Floor Framing PROJECT INFORMATION: OPERATOR INFORMATION: Foster Remodel Kevin Kobayashi Job #03044.05 Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Copyright a, 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandID is a registered trademark of Trus Joist. K: \Kaa \03 \03044 \bm 1.sms i►� c`jj��� , bm_1 TJ•Beem(TM)8.10SerielNumber7002 02872 ;../2" x 11 7/8" 1.7E Timber �L Pege2 EngineV nbn1 0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group PROJECT INFORMATION: Foster Remodel Job #03044.05 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. K: \Kaa \03 \03044 \bm 1.sms OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com ^ 11' 5.25" ^ 4' 2.75" Max. Vertical Reaction Total (lbs) 1700 4636 Max. Vertical Reaction Live (lbs) 1412 3031 Required Bearing Length in 1.50(W) 3.12(W) Z Max. Unbraced Length (in) 32 32 175 Z }- Loading on all spans, LDF = 0.90 , 1.0 Dead W Design Shear (lbs) 167 -591 732 Max Shear (lbs) 260 -692 893 _ U U O Member Reaction (lbs) 260 1605 Cl) o Support Reaction (lbs) 288 1605 W= Moment (Ft -Lbs) 406 -2473 N/A J H N LL Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor W O Design Shear (lbs) 917 -1966 1819 Ss.} Max Shear (lbs) 1270 -2352 2211 F- Member Reaction (lbs) 1270 4636 L„ Q Support Reaction (lbs) 1375 4636 1 N d Moment (Ft -Lbs) 2546 -6188 N/A Live Deflection (in) 0.054 0.036 I _. Total Deflection (in) 0.054 0.100 0: ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor W ~ Design Shear (lbs) 1242 -1641 732 5: Max Shear (lbs) 1594 -2027 893 D a Member Reaction (lbs) 1594 2939 C Support Reaction (lb§) 1700 2939 �f-• Moment (Ft -Lbs) 4015 -2473 N/A W LJ, Live Deflection (in) 0.121 -0.128 H U Total Deflection (in) 0.118 -0.065 W H — Z; ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor W CO) Design Shear (lbs) -158 -916 1819 U Max Shear (lbs) -65 -1017 2211 0 I Member Reaction (lbs) -65 3301 Z Support Reaction (lbs) -41 3301 Moment (Ft -Lbs) N/A -6188 N/A Live Deflection (in) -0.072 0.164 Total Deflection (in) -0.079 0.228 PROJECT INFORMATION: Foster Remodel Job #03044.05 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. K: \Kaa \03 \03044 \bm 1.sms OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com 1 BeamChek v2.4 licensed to: John Kappler Reg # 0017 -61 Foster Remodel Beam @ Deck bm 2 Date: 11/13/03 Selection 3 -1 /8x 15 GLB 24F V4 DF /DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 3.4 in' R2= 6.8 in Data Attributes Actual Critical Status Ratio Values Adiustments , Beam Span 16.0 ft TL Defl in 117.19 Beam Wt per ft 11.39 # Reaction 1 TL 2211 # Reaction 2 TL 4412 # Bm Wt Included 182 # Maximum V 4412 # Max Moment 9008'# Max V (Reduced) 2012 # TL Max Defl L/240 TL Actual Defl L / 727 Section in Shear in TL Defl in 117.19 46.88 0.26 45.04 15.88 0.80 OK OK OK 38% 34% 33% Uniform TL: 260 =A Point TL Distance Par Unif TL Start End B =1561 16.0 H =80 12.0 16.0 C = 400 16.0 0 0 Z W 7. D U. 0 0 N 0, J = H CO LL, W O. 2 9 Q. CO) D. =d �.. W Z� H O Z F-: W �5 Ua .O N° 0 F-. W W S F- u. O 111 Z U= O~ Z t-n (psi) Fv (psi) E (psi x mil) Fc! (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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 260 =A Point TL Distance Par Unif TL Start End B =1561 16.0 H =80 12.0 16.0 C = 400 16.0 0 0 Z W 7. D U. 0 0 N 0, J = H CO LL, W O. 2 9 Q. CO) D. =d �.. W Z� H O Z F-: W �5 Ua .O N° 0 F-. W W S F- u. O 111 Z U= O~ Z le. O � d II �� N FIF N C 2. 0 3 n� Q v m v cl) c y Z o II _ rn o v Q 0 a� 1 Cr CD 2 CD w F N N k1 Mel NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF DOCUMENT. k" \ js 3 (/ �� ya ti eu � a TJ- Beam (TM)6.10 Serial Number.7002002872 '► _ .4" x 117/8" 1.7E TimberStrand(E jL @ 19.2" o/c Pageel Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 16' u d 12 1• 4' —� Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 365 228 16' - SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth 1 Top Mount Hanger ITT11.88 0/12 0 N/A Live /Dead /Uplift/Total - Nailing for Support 1: Face: 2-N10, Top 4-N10, Member. 2 -N10 DESIGN CONTROLS: 1 Parallam PSL 5.50" Hanger 391 /17 / -170 /408 1 11.88" N/A H1: Top Mount None Beam Control Location Shear (Ibs) 945 Hanger 5542 2 Stud wall 5.50" 5.50" 1185 / 518 / 0 /1703 N/A N/A N/A E1: Blocking 1 Ply 1 3/4" x 11 7/8" 1.7E Right OH under Floor loading Live Load Defl (in) 0.151 0.211 Passed (2U671) TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H1: Top Mount Hanger,E1: Blocking HANGERS: Simoson Strona -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger ITT11.88 0/12 0 N/A No 0 N/A - Nailing for Support 1: Face: 2-N10, Top 4-N10, Member. 2 -N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 945 843 5542 Passed (15 %) Right OH under Floor loading Moment (Ft -Lbs) -3252 -3252 9277 Passed (35 %) Right OH under Floor loading Live Load Defl (in) 0.151 0.211 Passed (2U671) Right OH under Floor ALTERNATE span loading Total Load Defl (in) 0.217 0.423 Passed (20468) Right OH under Floor ALTERNATE span loading TJPro 58 30 Passed Span - Deflection Criteria: STAN DARD(LL: U480,TL: U240). - Allowable moment was increased for repetitive member usage. - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve.member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: Foster Remodel Job #03044.05 OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandD and Parallama are registered trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. K: \Kaa \03 \03044 \js_3.sms Z ~ Q W. W� 0 CO CO W = H CO u_ W O J. LL = w ? I _ _ 0 Z H W U� O� OH WW H� LL: O Lll Z U CO) p H. O Z lln js 3 TJ-Beam(TM) 6.10 Serial A 99, h 002oo B 29 ` 2 1 .4" x 117/8" 1.7E TimberStrandf& ;L @ 19.2" o/c P gee2 Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.34 ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes: Cantilevered Joists @ Main Floor Framing PROJECT INFORMATION: Foster Remodel Job #03044.05 OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandID and Parallam® are registered trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. K:\Kaa\03\03044\js_3.sms ZZ S Z'. W� J0 UO co) 0 CO) = C0 LL W 0' tL � a =W Z� O . Z �_ W �f UQ O 0 0 WW U W H- - 0. W Z 0 N;. O Z TJ•8sam(TM serial Num r: 7 002002872 1 4" x 117/8" 1.7E TimberStrand® ^ jL @ 19.2" o/c User a 3 Engine Veroon1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 11' 3.75" A 4' 2.75" Max. Vertical Reaction Total (lbs) 408 1703 Max. Vertical Reaction Live (lbs) 391 1185 Required Bearing Length in 1.50(W) 2.29(W) Max. Unbraced Length (in) 32 32 88 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) -11 -186 286 Max Shear (lbs) 8 -209 309 Member Reaction (lbs) 8 518 Support Reaction (lbs) 17 518 Moment (Ft -Lbs) 2 -1136 N/A Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 101 -657 843 Max Shear (lbs) 183 -758 945 Member Reaction (lbs) 183 1703 Support Reaction (lbs) 221 1703 Moment (Ft -Lbs) 202 -3252 N/A -Live Deflection (in) -0.022 0.097 Total Deflection (in) -0.042 0.163 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 288 -470 286 Max Shear (lbs) 370 -571 309 Member Reaction (lbs) 370 880 Support Reaction (lbs) 408 880 Moment (Ft -Lbs) 824 -1136 N/A Live Deflection (in) 0.052 -0.054 Total Deflection (in) 0.035 0.011 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) -198 -373 843 Max Shear (lbs) -179• -396 945 Member Reaction (lbs) -179 1341 Support Reaction (lbs) -170 1341 Moment (Ft -Lbs) N/A -3252 N/A Live Deflection (in) -0.066 0.151 Total Deflection (in) -0.086 0.217 PROJECT INFORMATION: Foster Rpmodel Job #03044.05 OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Copyright 0 2003, by Trus Joist, a Weyerhaeuser Business TimberStrand® and Parallam9 are registered trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. K:\Kaa\03\03044 Z I �aa W` W� UO co) 113 CO w J �. CO) LL W O, L Q = CY H W. Z 1- O Z H W W O C6 0 I.- W W LL F" O tiJ Z O~ Z bm 4 TJ- Beam(TM)6.10 Serial Num 7oo2oo z :.s Of 13/4" X 16" 1.5E TimberStr �d® LSL User. 2 11120/20031.33.12 PM Pagel Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 30' ♦— s ' + 3 b V 3 " + 11V i Product Diagram is Conceptual. LOADS: Maximum Design Control Control Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8" 10709 8680 Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Moment (Ft -Lbs) -23914 -23914 47038 Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 320.0 96.0 9' To 16' Adds To Total Load Defl (in) Uniform(plf) Floor(1.00) 260.0 78.0 9' To 30' Adds To MID Span 4 under Snow ALTERNATE span loading Uniforrn(plf) Snow(1.15) 338.0 202.0 9' To 30' Adds To Uniform(plf) Floor(1.00) 0.0 80.0 9' To 30' Adds To Unifonn(plf) Snow(1.15) 175.0 105.0 16' To 30' Adds To Point(lbs) Snow(1.15) 1400 840 16' - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other rj Width Length Live /Dead /Upliftrrotal 1 Wood column 5.50" 5.50" -190 / 301 -169 / 206 L5 None 2 Wood column 3.50"' 3.50" 1598 / 519 /-320 / 2117 L5 None 3 Wood column 3.50" 3.50" 3502 / 30 / -3049 / 3532 L5 None 4 Wood column 5.50" 5.51" 13586 / 8098 / 0 /21684 L5 None 5 Wood column 3.50" 3.50" 4681 / 2875/ 0 / 7557 L5 None ? -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L5 DESIGN CONTROLS: - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Uplift exceeds 1000 Ibs for unbalanced load. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: Foster Remodel Job #03044 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. OPERATOR INFORMATION: Glenn S. Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641 -5318 glenns @kapplerhomeplans.com Z �W JU UQ CO W H NW WO }} �J u- N = W H Z = I- 1-- O Z ir— �5 U� O � H W UJ H LL C. — 0 111 Z U =' ~O I— Z Maximum Design Control Control Location Shear (Ibs) 10709 8680 25760 Passed (34 %) Lt. end Span 4 under Snow ADJACENT span loading Moment (Ft -Lbs) -23914 -23914 47038 Passed (51 %) Bearing 4 under Snow ADJACENT span loading Live Load Defl (in) 0.165 0.346 Passed (U999 +) MID Span 4 under Snow ALTERNATE span loading Total Load Defl (in) 0.264 0.692 Passed (U629) MID Span 4 under Snow ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U480,TL:U240). - Uplift exceeds 1000 Ibs for unbalanced load. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: Foster Remodel Job #03044 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. OPERATOR INFORMATION: Glenn S. Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641 -5318 glenns @kapplerhomeplans.com Z �W JU UQ CO W H NW WO }} �J u- N = W H Z = I- 1-- O Z ir— �5 U� O � H W UJ H LL C. — 0 111 Z U =' ~O I— Z bm 4 i f f� � A au„'m z 1 C8 O 1 (TM) .10SedelNu 00 002872 f 3/4 x 16 1.5E TimberStl JO LSL Paget EngineVerolon31.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED N, I ADDITIONAL NOTES: " - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. Ouerator Notes: New beam to support removed portions of existing bearing wall. Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. OPERATOR INFORMATION: Glenn S. Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641 -5318 glenns @kapplerhomeplans.com Z W W� U O` C j) o .W W' J N LL W 6 } 2 LLQ N d' W. Z H O. Z f_ .gip , WW U LL 0 ti! Z U N F- H O Z M J '74W/ bm 4 TJ- 8eam(TM)8.10 Serial Num 7002000287 2 .:s of 13/4" x 16" 1.5E TimberStr, JO LSL Pape3 Engine V THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) ^ 4' 8.00" ^ 3' 9.00" 7' 3.00" ^ 13' 10.00" ^ Max. Vertical Reaction Total (lbs) 206 2117 3532 21684 7557 Max. Vertical Reaction Live (lbs) -190 1598 3502 13586 4681 Required Bearing Length in 1.50(5) 1.50(S) 1.50(S) 5.51(S) 1.92(5) Max. Unbraced Length (in) 32 32 32 32 32 32 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) -31 -89 331 304 -326 -2387 3327 -2065 Max Shear (lbs) 19 -139 381 254 284 -3152 4106 -2792 Member Reaction (lbs) 19 519 30 7258 2792 Support Reaction (lbs) 30 519 30 8098 2875 Moment (Ft -Lbs) 5 -280 N/A 911 1058 -9087 7818 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 16 -88 110 62 292 -4322 5276 -3215 Max Shear (lbs) 104 -178 199 -27 1654 -6035 6504 -4360 Member Reaction (lbs) 104 377 1681 12539 4360 Support Reaction (lbs) 124 377 1681 13379 4491 Moment (Ft -Lbs) 90 -172 157 151 1788 -14823 12105 Live Deflection (in) 0.000 -0.001 -0.006 0.052 Total Deflection (in) 0.000 0.000 -0.019 0.151 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 98 -6 -436 -462 1175 -3439 3396 -1996 Max Shear (lbs) 186 -96 -386 -512 2537 -5152 4175 -2723 Member Reaction (lbs) 186 -290 3049 9327 2723 Support Reaction (lbs) 206 -290 3049 10167 2802 Moment (Ft -Lbs) 286 211 N/A -1473 2061 -10045 7435 Live Deflection (in) 0.001 -0.003 0.011 -0.009 Total Deflection (in) 0.001 0.000 0.006 0.091 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) -113 -171 877 829 -1209 -3270 5207 -3284 Max Shear (lbs) -63 -221 966 739 -599 -4035 6434 -4430 Member Reaction (lbs) -63 1186 -1339 10470 4430 Support Reaction (lbs) -61 1186 -1339 11310 4561 Moment (Ft -Lbs) N/A -663 N/A 2535 N/A -13865 12493 Live Deflection (in) -0.001 0.002 -0.012 0.060 Total Deflection (in) 0.000 0.004 -0.024 0.158 PROJECT INFORMATION: Foster Remodel Job #03044 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandID is a registered trademark of Trus Joist. OPERATOR INFORMATION: Glenn S. Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641-5318 glenns @kapplerhomeplans.com Z D J U` UO Cl) 0 J = C0 W W O U. Q rn n = d. �W Z Z �—; f- O Z 5: ;O W Lll lL F- O .. Z W O Z PROJECT INFORMATION: bm 4 F Foster Remodel Glenn S. Steiner Num �� of 13/4" 16" 1.5E TimberStr' J® LSL TJ- Beam (TM Seria 00 ,,s x Pe EngineVroion:1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor • Design Shear (lbs) -98 -203 890 842 -1211 -3271 5207 -3284 Max Shear (lbs) -10 -292 979 753 -600 -4036 6434 -4430 Member Reaction (lbs) -10 1271 -1353 10471 4430 Support Reaction (lbs) 10 1271 -1353 11311 4560 Moment (Ft -Lbs) N/A -705 NIA 2542 N/A -13867 12492 Live Deflection (in) -0.001 0.002 -0.011 0.060 Total Deflection (in) 0.000 0.004 -0.024 0.158 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 80 22 -437 -485 1178 -3436 3396 -1996 Max Shear (lbs) 129 -28 -348 -574 2541 -5149 4175 -2723 Member Reaction (lbs) 129 -320 3115 9324 2723 Support Reaction (lbs) 132 -320 3115 10164 2802 Moment (Ft -Lbs) 247 235 N/A -1494 2048 -10041 7436 Live Deflection (in) 0.001 -0.003 0.011 -0.009 Total Deflection (in) 0.001 0.000 0.006 0.091 ADJACENT span loading over support # 4, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 20 -85 98 72 289 -4324 5277 -3215 Max Shear (lbs) 108 -174 148 22 1652 -6037 6504 -4360 .Member Reaction (lbs) 108 322 1630 12541 4360 Support Reaction (lbs) 128 322 1630 13381 4491 Moment (Ft -Lbs) 96 -154 N/A 165 1798 -14826 12104 Live Deflection (in) 0.000 -0.001 -0.006 0.052 Total Deflection (in) 0.000 0.000 -0.019 0.151 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -60 -165 631 584 -456 -6492 8680 -5358 Max Shear (lbs) 28 -254 721 494 1322 -8733 10709 -7252 Member Reaction (lbs) 28 975 828 19442 7252 Support Reaction (lbs) 48 975 828 21682 7468 Moment (Ft -Lbs) 6 -528 N/A 1750 2674 -23911 20252 Live Deflection (in) 0.000 0.001 -0.020 0.156 Total Deflection (in) 0.000 0.002 -0.033 0.254 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 92 -13 -392 -419 1220 -4817 5117 -3048 Max Shear (lbs) 180 -102 -342 -469 2998 -7058 6297 -4149 Member Reaction (lbs) 180 -240 3466 13355 4149 Support Reaction (lbs) 200 -240 3466 15595 4271 Moment (Ft -Lbs) 267 181 N/A -1340 2509 -14855 11400 Live Deflection (in) 0.001 -0.003 0.009 0.042 Total Deflection (in) 0.001 0.000 -0.016 0.140 PROJECT INFORMATION: OPERATOR INFORMATION: F Foster Remodel Glenn S. Steiner Job #03044 Kappler Architects, P.S. 14311 S.E. 16th Street { Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641 -5318 a glenns @kapplerhomeplans.com Copyright m 2003 by Trus Joist, a Weyerhaeuser Business Timber5tranda is a registered trademark of Trus Joist. Z H �W 2 D UQ W = CO) LL WO } 1. LL < N d = W Z �. 1-0 W F- U� O N 2U ~ O W Z U - F- _ O Z i ,, �►_ � `�0� bm 4 TJ Beem er100200 2 3 :s of 13/4' x 16" 1.5E TimberStr ~ JO LSL Pepe5 EnglneVenion31.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -221 -279 1615 1567 -2375 -5147 8592 -5447 Max Shear (lbs) -172 -329 1704 1478 -1557 -6176 10620 -7340 Member Reaction (lbs) -172 2033 -3035 16797 7340 Support Reaction (lbs) -169 2033 -3035 19037 7557 Moment (Ft -Lbs) N/A -1167 NIA 4799 N/A -22687 20749 Live Deflection (in) -0.002 0.005 -0.029 0.165 Total Deflection (in) 0.000 0.007 -0.042 0.264 ADJACENT span loading over support # 2, LDF = 1. 15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -206 -311 1628 1580 -2376 -5148 8592 -5447 Max Shear (lbs) -118 -400 1717 1491 -1558 -6177 10620 -7340 Member Reaction (lbs) -118 2117 -3049 16798 7340 Support Reaction (lbs) -98 2117 -3049 19038 7556 Moment (Ft -Lbs) N/A -1209 N/A 4807 N/A -22688 20748 Live Deflection (in) -0.002 0.005 -0.029 0.165 Total Deflection (in) 0.000 0.007 -0.042 0.264 ADJACENT span loading over support # 3, LDF = 1. 15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 73 15 -394 -441 1223 -4813 5117 -3048 Max Shear (lbs) 123 -35 -304 -531 3001 -7054 6297 -4150 .Member Reaction (lbs) 123 -270 3532 13351 4150 Support Reaction (lbs) 125 -270 3532 15591 4271 Moment (Ft -Lbs) 223 205 N/A -1361 2496 -14852 11401 Live Deflection (in) 0.001 -0.003 0.009 0.042 Total Deflection (in) 0.001 0.000 -0.016 0.140 ADJACENT span loading over support # 4, LDF = 1. 15, 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) -57 -161 620 593 -458 -6494 8680 -5358 Max Shear (lbs) 31 -250 669 543 1320 -8735 10709 -7252 Member Reaction (lbs) 31 920 777 19444 7252 Support Reaction (lbs) 52 920 777 21684 7468 Moment (Ft -Lbs) 8 -510 N/A 1763 2685 -23914 20251 Live Deflection (in) 0.000 0.001 -0.020 0.156 Total Deflection (in) 0.000 0.002 -0.033 0.254 PROJECT INFORMATION: Foster Remodel Job #03044 Copyright m 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. i 5 .f { OPERATOR INFORMATION: Glenn S. Steiner Kappler Architects, P.S. 14311 S.E. 16th Street Bellevue, WA 98007 Phone: (425)641 -5320 Fax :(425)641-5318 glenns @kapplerhomeplans.com Z QQ SZ '~ W D 00 CO 0 J H Co LL W 0. LL j. N CY. W ZH F- 0 W ~ W U� 0 N : W W` LL � - Z UJ H m 0� Z "`lowl bm_5 T�J- B 0028 27 : ~ '2" x 11 718" 1.7E TimberStrand �`3L User. 1 11/21200310.39 AM Pagel Engine v ersion: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1429 -1190 11083 Passed (11 %) Rt. end Span 1 under Floor loading Moment (Ft Lbs) 4762 4762 17840 Passed (27 %) MID Span 1 under Floor loading Live Load Deft (in) 0.165 0.333 Passed (U968) MID Span 1 under Floor loading Total Load Defl (in) 0.199 0.667 Passed (U804) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U480,TL :U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes: Beam below nook and great room PROJECT INFORMATION: Foster Remodel Job #03044.05 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. K:\Kaa\03\03044\bm_5.sms OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Z W J U UO CO O WLij CO u-. W O U. Q N CY = I.. W ' Z3: I— O W 1-- � p LLJ U ON O H WW H 6 0 •Z W O� Z �- 14 Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 245.0 11.0 0 To 14' Adds To Uniform(plf) Floor(1.00) -107.0 0.0 0 To 14' Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplif (Total 1 Stud wall 5.50" 5.50" 1246 / 254 / 0 /1500 Al: Blocking 1 Ply 1 1/4" x 117/8" 1.3E TimberStrand® LSL 2 Wood column 5.50" i 5.50" 1246 / 254 / 0 /1500 L1: Blocking 1 Ply 1 1/4" x 117/8" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Al: Blocking,L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1429 -1190 11083 Passed (11 %) Rt. end Span 1 under Floor loading Moment (Ft Lbs) 4762 4762 17840 Passed (27 %) MID Span 1 under Floor loading Live Load Deft (in) 0.165 0.333 Passed (U968) MID Span 1 under Floor loading Total Load Defl (in) 0.199 0.667 Passed (U804) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U480,TL :U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes: Beam below nook and great room PROJECT INFORMATION: Foster Remodel Job #03044.05 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. K:\Kaa\03\03044\bm_5.sms OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Z W J U UO CO O WLij CO u-. W O U. Q N CY = I.. W ' Z3: I— O W 1-- � p LLJ U ON O H WW H 6 0 •Z W O� Z (` � bm 5 , m � 4 > 3, " x 117/8" 1.7E TimberStrandO �:L (T+) P pet Engine Version31 0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 13' 4.00" ^ Max. Vertical Reaction Total (lbs) 1500 1500 Max. Vertical Reaction Live (lbs) 1246 1246 Required Bearing Length in 1.50(W) 1.50(S) ;i Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 201 -201 Max Shear (lbs) 242 -242 Member Reaction (lbs) 242 242 Support Reaction (lbs) 254 254 Moment (Ft -Lbs) 806 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 1190 -1190 Max Shear (lbs) 1429 -1429 ?` Member Reaction (lbs) 1929 1429 Support Reaction (lbs) 1500 1500 Moment (Ft -Lbs) 4762 Live Deflection (in) 0.165 Total Deflection (in) 0.199 PROJECT INFORMATION: Foster Remodel Job #03044.05 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandO is a registered trademark of Trus Joist. K:\Kaa\03\03044\bm s! t OPERATOR INFORMATION: Kevin Kobayashi Kappler Architects PS 14311 SE 16th Street Bellevue, WA 98007 Phone: (425) 641 -5320 kevink @kapplerhomeplans.com Z LU WD 0 O N (0 = J � CO) LL : W O U. Q: E- W i = Z F.. t O Z F-: �p U N !O !D H. w llJ' —O .. Z; w U N', O ~; Z FOUNDATION DESIGN 1997u V;FcENED C . . OF TUK"I'% 2004 THE FOSTER ADDITION I . - FILE COPY A KAPPLER ARCHITECTS PLAN TUKWILA, WASHINGTON CITY OF JU MILA APPROVED APR 13 2004 AS 1 3 *J I L �Dl 46 D I V I S I F7EPlRES_8/23/j25 F: ui D U U 0 CO) a to w ui X J �..' CO) U. WO u- CO) :3 CY W m z P. �- 0 z �- W UJ. 5 C0 0 ui w C.) 0 ill Z. Cf) 0— pm� 0 J c JAMIESON CONSLiJING Consulting Engineers 733 7TH AVE STR 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 I otk I(Dil W � �/--4 o.C, JOB NAME L� V1 z3 9 L�J JOB NO. BY I DATE /I Lo SHEET NO. OF 4FP©x� 6900r IWO EXI ,5T1Z 8 MA) CX, Vl L Z<4 5TZID l Nh�-L �/Y/& D543 Ill= Iil�ll Z }�- Z Q W W� JU UO Co o W = H W O U. N� _CY W Z� 1— O Z F— W O N D F-- WW H u. O Z Cl) O Z z�D IT � z = 1 x (p X. 50 �} 7x SD 356 P 14 a FTG Wz I70PY 36 74 170 _ 76a 7�0) = o,4fl / iFmr I. o K Alo say Letup a R ' 4� M - 33 x �i. 4 x( 790) 0,91 e- 1,99 OK 1900 F FIZAAA WC7 z �w JU UO 0 W= �U. wo 9-1 LL < � = w ?� �O z I-- W U� O� o�- w F- F- � wz F� z moll rev w«�a ■mri ?•ta cn�v�Fks oY�ttae car�aas <x gat,• +.•, i 11Aa1M FCAOR. FeAMIIJ& JAMIESON CONSULTING JOB NAME F 5 TeJL P V AF VS Consulting Engineering &Project Management JOB NO. � BY Z 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 ' ^5) 803 -2581 • FAX (425) 803 -3289 DATE SHEET NO.._ OF CANTILEVERED RETAINING WALL WI BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H -12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 21-f/3 3.50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overtuming Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (120 pcf) w2 1494 # Weight of wall w3 654 # Weight of footing X1 4.63 ft X2 3.59 ft x3 2.63 ft -- S� ly - �o P /V, /A/ czl ND t l " rp 7 uw � to ti o� - F, -13 Q3 Nlo e 3 � Z ~ W tY � JU UO C) ° J = H N u_ W O Q. u_ c d =W z� 1— O Z !— W W / 0H WW � z .I O� 4 TI �vV r Or�r ,�,0,C, c;;Irz (0 ��)-- CoAl T 3 ' Z// 1 /01l / � 3 /t �� �,}'4' Jfti ,��. �' �'. :'.. .t :. •.4 ..3. :yT. ji` �.,� sM3r .7J .ro's:• Y. .tH3Ly:' bhf� CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # - ft #/ft Equivalent fluid pressure 12 a W 4,908 ft Height of earth above base slab 0.83 w # ft Wall thickness 0.83 t x3 2.63 ft Footing thickness 3.17 toe ft Length of toe 1.25 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.26 ft Total footing width fs 1,833 #/ ft Soil bearing if X is in mid 1/3 fs2 1,833 #/ ft Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.78 ft Location of resultant force 2Lf/3 3.50 ft F 2,520 # - FS 1.869 Mot 10,080 # - ft Mr 18,838 # - ft Mu 17,136 #- ft W 4,908 # w1 1800 / w2 Cw2 # # w3 Noop 654 # X1 4.63 ft x2 3.59 ft x3 2.63 ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing O �14T�: 7�e ac�deo� Gde pcc It 74e soil .��i� . 7�ie result is Awl' p��ssuve . ,I)W/ 4r,/aj�Z//,y �earih9 �'M 7*e §15-5 rYVinfuN Q 1494 # t Vo# t 3s7¢ /ZO = z¢54 � +/s M Z Z �w u� D .J U U O N 0 C0 w J = F- D u-: wo 9 E U :D. = �w Z H I- O w Dp .O N. w U u. ~O ..z w CO) O Z oo�000 zt d �- In � rn i�"i c c � ot a mom © iii ��a �1.�':r�® III ��a 1�� III Q Ian Ell -- - - - - - nil �� i` nil NOTICE: IF THE DOCUMENT IN THIS FRAME is LESS CLEAR TH AN E QUALITY OF THE DOCUMENT.,. THIS NOTICE IT IS DUE TO TH i C JArAIESON CONSULTING Con sulting Engineering & Project Management 901 KIRK-AND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JOB NAME TE�- ���fl1iT Z' JOB NO. BY you DATE SHEF�{i,. TYPICAL CANTILEVERED RETAINING WALL b� � s i I �� 8� A , .z o ,5` 4 &I O'cl u Flo A 7 0 r �O INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 12 a ft Height of earth above "base" 65 w4 # Weight on top of wall 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.33 toe ft Length of toe 1.83 heel ft Length of heel H 12.83 ft Overall height of equivalent fluid Lf 5.99 ft Total footing width fs 1,773 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,783 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 2.00 ft X 1.85 ft Location of resultant force 21-f/3 3.99 ft F 2,881 # Total horizontal force Fk 1,562 # Net sliding force per foot FS 1.741 Net factor against overturning Mot 12,320 # - ft Overturning moment Mr 21,446 # - ft Resisting moment — Mu 17,136 # --ft Ultimate moment for concrete design W 4,940 # Total weight on footing W1 2635 # Soil weight on heel ( 20 pcf) w2 1494 # Weight of wall w3 746 # Weight of footing x1 5.08 ft x2 3.75 ft x3 3.00 ft A 3.75 ft ., 0 3' tag N 'J o Ui o 4 411 roP 1 ^i W 44 9� 0. C-1 61 lt, � 1 t� ,�tt X2`0, C I r z W D UO to O C0 LU J f- 0) U. w J U. ?. N =w O. z1�- 25 DO O N. O E— W W L O iii z U= o� z % 'i..:, `:" �i'� ✓:�+3�k�!''s'�S''a `•:4k�'ii�`.1' "� �rti "V `�/�i'�i�iY C . JAMIESON CONSULTING Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 JOB NAME JOB NO. Z �j 3 9 I BY �� Z DATE �2 2Z d SHEET NO. 7 OF _ VrICAL r-CC1 � i5�TFM W4LL Op- zo 51 71P ( ?� oe �MIAJ) lo ID 1/4 4 ( e r l 41 3 O) u s 1,4xl5-5 0.95 J=//' W 14 k " 0/� 1 515 Z �W �U 00 N J � �LL W � } �J L W_ CY �W z� W W �D co OH WW w z co Z � 't; :k1,�ti .; c ;,�s.aiw: xx+i4aa .+,d 'a "w....v::�us�Y ' :a11.L...:w — ' iw�..e.x- ;..:...:.±�u:;ii�1 ucu:: idifae. mim i_ 4. au::: a::;�.:4...:.o,..�`...._aii:i� w,✓.... 4�� J-c JAMIESON CONSULTING Consul Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • rAX (425) 803 -3289 JOB NAME JOB NO. �-�'3 �J 9 BY �J DATE 2 Z� d = SHEET NO. �_ OF x ��� u5� f =� � k 1 � t1 x b �� Gil 3 � �'► Gtr. a UO W =. u 2� 0. 9 -5 , u. =a U w o, :O ,0 H w W. � U u. ~O. . Z. w Wl OF Z Kappler Architects P.S. VERSION 974 INCLUDES] STORY Job No 3044.21 Date 41124/2903 J Rev. Date 3/1/22 J lout from plan 99083.26 Lateral Analysis for: Foster Remodel 13602 42nd Ave S. Tukwila, WA. Lot 1 Plan #1843_B Dujardin Basic City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA FILE C OPY WIND EXP6SURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT Long Wall ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. :�'K'�.854:;;R;'�;y N SF SF SF ,. 91w t W OTHER SF, LONG / SHORT WALL 1 O -p <, NSF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS(1 /2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) STAMPED" C11}/ U "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall xa; 12 'F (for rho factor) FT FT FT uOa 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default KAPPLER ARCHITECTS i BELLEVUE, WA RECEIVED 425 641 - 5320 r:ITY OF: T IJKWII a 0304421 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls I MAR 2 4 2004 PERMIT CENTER CORREC ION LTR #_.� 3/22/2004 PAGE 1 L)Oqsvo�9 z Z 0 CO) U) J T LL w o. L� co = W H Z I., H O W .gip U O co. O F- WW U tL ~O .. z W CO) 1- H O Z . �'.., ..t � t i , �.i , ,..} :i.�� :' r:��.'.�v.r.1:,< , ....+,a...�.� m >.�,T..aa::�n�,rv„ r•ws:.•iN+m.k �r6�ti�:% id.ijtl+AY.�'.Ldw b3,.iatiF.` REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P= 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB 1361 SF r max = Max element - story shear ratio square rootl 37 r max = r i / story shear r i = element story shear x 10 / Iw element shear 6 (LENGTH) r = if;„ 379: N IM zh15. = 758 r i story shear j r max = 758 10685 P -5.64 therefore use w'?r{1k P Min =1.0 Max =1.5 DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure 1w = Importance Factor VALUE USED 16.40 Ce = 0.62 EXPOSURE 0.62 Default for B exposure Cq = 1.30 METHOD 2 1.3 Default for normal force method qs = 16.40 WIND SPEED 16.4 Default for 80 MPH Iw = 1 25' WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) WALL HEIGHT Ce Cq gs Iw 145 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 PSF PLF 16.20 208 15.35 138 13.22 145 0.00 0 N FT N FT N FT N FT r KAPPLER ARCHITECTS BELLEVUE, WA j 425 - 641 -5320 i 0304421 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheet1.xis 1 r 3/22/2004 PAGE 2 ;i�' } .i 1 t , . re. r� ^v.��,�s.r+;.r.�t•:e +��.r�•;ral v�l.. .�.nrArn:,;.eu..,.�,+.. :e•,.4�.�� -.. .�- ::..o Z Z W UO. (/) J = CO LL WO 9 LL < coa = w Z �. H O W ~ W a U to O D H. W H 0. LL O: W Z U CO) O Z DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = (3.0 x Ca / R) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED 10 Z = 0.3 0.3 Default R = 5.5 5.5 Default Ca = 0.36 0.36 Default Rw= 8 Plywood Shear Walls Rw= 6 GWB Shear Walls BUILDING LOADING DEAD LOADS PSF LONG WALL ISHORT WALIJ WEIGHT P Roof (Upper wails 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 1 236881 P Upper Floor Main walls 15 864S SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 P Main Floor Lower walls 151 7911 SF 5932.5 S / S EX. WALLS 10 641 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 601 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 121 01S 710640 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 01 10 0 F / B EX. WALLS 10 01 10 0 #N /A TOTAL WEIGHT "load reduced by half due to plan configuration of front wall being concrete 0 Not included in total W=I 76180.5 # BASE SHEAR BASE SHEAR: Vb = (3.0 x Ca / R) W BASE SHEAR: Vb= 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1. 10685 # STORY SHEAR Wihi /sum Wi hi (Plata Ht - 1 Wi x hi sum Hi x hi Wihi Vi Roof (Upper walls 23688 30 710640 710640 0.4503 4811 Upper Floor Main walls 26400 21 554400 1265040 0.3513 3754 Main Floor (Lower walls) 26092.5 12 313110 1578150 0.1984 2120 TOTAL FLOOR FORCE: Vi= 1975680 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 0304421 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet1.xls 10685 1 3/22/2004 PAGE 3 Z 11-:. �—W IY w . W� J 0' tU 0 N W= J Co U. w J. U- Q N �. = CY. H W ZH 1-0 Z H 2 5 UCl O C. 93 W u" O 111 Z U 3 O Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h)/total (fth) e�onzi.sau SEISMIC FORCE 0 Not included in total 10685 (F) Roof (Upper walls) 140 # FT (F) Upper Floor (Main walls) 109 # FT (F) Main Floor (Lower walls) 132 # FT #N /A 0 # FT WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE WIND FORCE (F) Roof (Upper walls) 140 # FT (P) Roof (Upper walls) 208 # FT (F) Upper Floor (Main walls) 109 # FT (P) Upper Floor (Main walls) 138 # FT (F) Main Floor (Lower walls) 132 # FT (P) Main Floor (Lower walls) 145 # FT #N /A 0 # FT #N /A 0 # FT Shear Walls UPPER FLOOR WALLS WIND GOVERNS @ 208 # FT MAIN FLOOR WALLS WIND GOVERNS @ 346 # FT LOWER FLOOR WALLS WIND GOVERNS @ 492 # FT ROOF DIAPHRAM µ = w31,79184J #FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 r='.: <= 64480:73 ALOW. Ft= 525 2 -2X6 16.5 �, ,T4103319 16d 1.33 143.64 # /NAIL 4713.50 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 731.50 # /BOLT MIN BOLT SPACING J �:' '� = ,;' 2:421 FT O.C. 518" DIA. AB 790 1.33 1050.7 # /BOLT MIN BOLT SPACING d' t ,d ' Y: 3: 4.7 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 0304421 Plan #1843b (ExpB) 1997 -9 Lateral analysis worksheetl.xls 1.33 698.25 OK 3/22/2004 PAGE 4 Z Z � W W� JU L) O. rn W =. J �. WW W O � LLQ �a = W HO Z 1— W W O CO). o �-: WW H u. O Z U CO O Z V W h Wh F Roof (Upper walls 10685 23688 12.83366667 304003.896 3920 Up er Floor Main walls 10685 26400 9 237600 3064 Main Floor Lower walls 10685 26092.5 11 287018 3701 #N /A 106850 0 0 e�onzi.sau SEISMIC FORCE 0 Not included in total 10685 (F) Roof (Upper walls) 140 # FT (F) Upper Floor (Main walls) 109 # FT (F) Main Floor (Lower walls) 132 # FT #N /A 0 # FT WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE WIND FORCE (F) Roof (Upper walls) 140 # FT (P) Roof (Upper walls) 208 # FT (F) Upper Floor (Main walls) 109 # FT (P) Upper Floor (Main walls) 138 # FT (F) Main Floor (Lower walls) 132 # FT (P) Main Floor (Lower walls) 145 # FT #N /A 0 # FT #N /A 0 # FT Shear Walls UPPER FLOOR WALLS WIND GOVERNS @ 208 # FT MAIN FLOOR WALLS WIND GOVERNS @ 346 # FT LOWER FLOOR WALLS WIND GOVERNS @ 492 # FT ROOF DIAPHRAM µ = w31,79184J #FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 r='.: <= 64480:73 ALOW. Ft= 525 2 -2X6 16.5 �, ,T4103319 16d 1.33 143.64 # /NAIL 4713.50 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 731.50 # /BOLT MIN BOLT SPACING J �:' '� = ,;' 2:421 FT O.C. 518" DIA. AB 790 1.33 1050.7 # /BOLT MIN BOLT SPACING d' t ,d ' Y: 3: 4.7 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 0304421 Plan #1843b (ExpB) 1997 -9 Lateral analysis worksheetl.xls 1.33 698.25 OK 3/22/2004 PAGE 4 Z Z � W W� JU L) O. rn W =. J �. WW W O � LLQ �a = W HO Z 1— W W O CO). o �-: WW H u. O Z U CO O Z SHEAR WALLS RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 208 Ht. 8 O o: 2/3DL w REACTION HOLDDOWN 8 3.5 3.5 3.5 2.25 130 IVWP114 Mo= Wall(DL) Roof (131.) Mr- T =C REQUIRED 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 13 INC O.C. 280 280 280 180 170 170 1440 900 525.00 525.00 2006.67 810.00 893.81 893.81 470.48 683.81 CS16 -30 CS16-30 NA I NA UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 O 213DL REACTION HOLDDOWN 12 11 4.5 0 0 161 :1TP.1 =6. Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 14167.19 5795.67 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 360 0 0 0 0 0 0 3226.67 540.00 0.00 0.00 994.59 1167.93 #DIV /01 I #DIV 101 CS16 -30 1 CS16 -30 I #DIV /01 I #DIV 101 UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 u� °C 2/3DL REACTION HOLDDOWN 8 3 5.5 11.5 0 83 1vm P16. ' Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 1 255.43 -51.24 - 421.24 #DIV /OI I NA I NA I NA I #DIV 10! UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 O w U) D 2/3DL z REACTION HOLDDOWN #N /A 0 0 0 0 #N /A 1 Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.001 0.00 #N /A #N /A #N /A I #N /A #NIA #N /A #N /A I #N /A KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 0304421 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet1.xls 3/22/2004 PAGE 5 . Lu., .,: ?s• . ::uw,wiJs:F.JfAaliwi�i:...w":%. Z H W" fY � JU 00' cl) III N 0 III = H CO) u W O L L co) = d WW Z Z O. U 0-' 0 f- W S U LL . - O, 111 Z U CO) O H Z r FRONT TO BACK WALL SEGMENTS SHEAR V WALL UPPER FLOOR TRIB.LENGTH a b c d TYPE Load 208 Ht. 8 C7 2/3131- REACTION HOLDDOWN 16 28 0 0 0 119 From P.14W Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 1 -36.05 #DIV /01 #DIV 101 #DIV /01 I NA I #DIV /0I #DIV /01 #DIV /01 UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 tz w J 2/3131- REACTION HOLDDOWN 16 27 0 0 0 1231#;W P,11:6 Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /01 1 #DIV /01 1 #DIV /01 NA #DIV /01 I #DIV /01 I #DIV /01 UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 w 213DL O REACTION Z HOLDDOWN #N /A 0 0 0 0 #N /A ' #N/A Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A UPPER FLOOR TRIB.LENGTH a b c d Load 208 Ht. 8 0 w 0 D 2/3DL i REACTION HOLDDOWN #N /A 0 0 0 0 #N /A I`O'W: #N /A Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A I #N /A #N /A #N /A #N /A I #N /A KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 0304421 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet) .xis 3/22/2004 PAGE 6 Z = Z �W Q � W� UO CO) 0. W =, J � N LL w O }r J . CO) CY H= ?H Z O, W LLJ U0. O N: in H W W . W Q' Z 111 U Vi O Z RIGHT TO LEFT WALL SEGMENTS SHEAR V WALL MAIN FLOOR TRIB.LENGTH a b c d TYPE Load 346 Ht. 8 O U. 2/3DL REACTION HOLDDOWN 8 4 3 5 3.5 179 LYP.1 =8F +t Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.731 B49.061 626.391 917.39 NA CS16 -30 NA CS16 -30 MAIN FLOOR TRIB.LENGTH a b c d Load 346 Ht. 8 2/3DL REACTION HOLDDOWN 12 12 9 3 0 173:; °tP1 =6�? Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.401 124.401 824.40 #DIV /01 =NA I NA I CS16 -30 I #DIV /01 these Bids are changed from original design MAIN FLOOR TRIB.LENGTH a b c new wall d Load 346 Ht. 8 of 2/3DL REACTION HOLDDOWN 8 3 4 4 0 2521 F1 =4 Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 6041.02 8054.69 8054.69 0.00 MIN PLATE NAILING 7 INC O.C. 480 640 640 0 1260 1980 1920 1200 1740.00 3493.33 3413.33 0.00 1 1433.671 1140.341 1160.34 #DIV /01 I STHD 14, 1 STHD 14 1 NA I #DIV /01 on new wall MAIN FLOOR TRIB.LENGTH a b c d Load 138 Ht. 8 N 340.�p1 =4�. G C 17 0 2/3DL W REACTION 1000 560 0 HOLDDOWN 24 6.25 3.5 0 0 340.�p1 =4�. Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 17 9521.97 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1000 560 0 0 2025 1148 1080 0 6302.08 1992.67 0.00 0.00 1 1712.231 2151.23 #DIV /01 I #DIV /0! CS16 -30 2- CS16 -30 #DIV /01 #DIV /01 with STHD14 under each step at corner wall setion z ;F- Z . �W QQ � U O CO) J � N LL WO �Q Cl) W Z I_ O' z I- 25 U� O� 0 I- LL) W H H u. O. .• z W U =. b F-. .z FRONT TO BACK WALL SEGMENTS SHEAR V WALL MAIN FLOOR TRIB.LENGTH a b C d TYPE Load 346 Ht. 8 H 0 2/3DL REACTION HOLDDOWN 16 12 5 5 0 252 AI�s`p1 =4fi Mo= Wall(DL) Floor,Roof(DL Mr— T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1 1341.67 1824.341 1824.34 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /01 MAIN FLOOR TRIB.LENGTH a b C d Load 346 Ht. 8 1z W 2/3DL REACTION HOLDDOWN 16 27 0 0 0 205 1,datP.1 =6U Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /0! I #DIV /0! I #DIV /01 I NA I #DIV /01 I #DIV /01 I #DIV /01 these gids are not changed from original design. The new cripple walls added as additional wall lengths as P1-4 walls. MAIN FLOOR TRIB.LENGTH a b C d Load 346 Ht. 8 0 W 2/3DL z REACTION HOLDDOWN #N/A 0 0 0 0 #N /A #WA� Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A I #N /A #N /A MAIN FLOOR TRIB.LENGTH a b C d Load 346 Ht. 8 0 W U) 2/3DL O REACTION Z HOLDDOWN #N /A 0 0 0 0 #N /A JWW# WAS Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 0304421_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheet1.xls 3/22/2004 PAGE 8 Z Z � W 1�1 � JU UO co = H CO W W u. CO d =w �_ Z� 1- O z�- W �o L) co O H' WW xU IL 0 liJ Z U CO) i- _ O 1--; Z RIGHT TO LEFT 8 4 WALL SEGMENTS 0 SHEAR V WALL LOWER FLOOR TRIB.LENGTH a b C d TYPE Load 4921 8 4.5 1.75 1.75 0 492 ON.CON Ht. 11 Mo= 24329.37 9461.42 9461.42 0.00 2657.25 #DIV /01 Wall(DL) 990 385 385 0 0 Floor,Roof(DL 1430 1430 3048 0 0 U. 2 /3DL Mr- 3630.00 1058.75 2002.58 0.00 MIN PLATE NAILING REACTION T =C 4599.86 4801.53 4262.19 #DIV /01 4 INC O.C. HOLDDOWN REQUIRED ON CONC I ON CONC I ON CONC I #DIV /01 #N /A I SITS ON CONCRETE STEM WALL #N /A I LOWER FLOOR TRIB.LENGTH a b C d Load 492 Ht. 11 2/3DL REACTION HOLDDOWN 12 8 4 8 0 295 f;uaP�1 =4� Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 1 2657.25 2950.581 2657.25 #DIV /01 I HTT22 HTT22 I H7722 I #DIV 101 LOWER FLOOR TRIB.LENGTH a b C d Load 492 #N/A Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 0 0.00 0 0.00 0 5720 0 #N /A Ca:ONtCON Ht. 11 Mo= 0 #N /A 0 #N /A 0 #NIA 0.00 #N /A Wall(DL) 297.52 0 #DIV /01 0 NA 0 #DIV /01 0 Floor,Roof(DL 0 0 0 0 2/3DL Mr- 0.00 0.00 0.00 0.00 MIN PLATE NAILING REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. HOLDDOWN REQUIRED #N /A I #N /A I #N /A I #N /A this gid is changed from original design LOWER FLOOR TRIB.LENGTH a b C d Load 284 Ht. 11 p c - 0 2/3131- u REACTION HOLDDOWN 24 26 0 0 0 2621 Pj. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 74858.78 0.00 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 5720 0 0 0 2025 0 0 0 67123.33 0.00 0.00 0.00 297.52 #DIV /0! #DIV /01 #DIV /01 NA I #DIV /01 #DIV /01 #DIV /01 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 0304421 Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 3/22/2004 PAGE 9 M Z �Z. "~ w W� 0. UO U) o W =, J � N U WO -J, u. S CY H= ` ZH H O Z t- �j U� O SO W w 2 O ..Z w to H= O Z s� Load 492 Ht. 11 w U) D 2/3DL O REACTION Z HOLDDOWN #N /A 0 0 0 0 #N /Af #WA3 Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED FRONT TO BACK #N /A WALL SEGMENTS #N /A SHEAR V WALL LOWER FLOOR TRIB.LENGTH a b c d TYPE Load 4921 16 28 0 0 0 281 'P1=4k Ht. 11 Mo= 86504.43 0.00 0.00 0.00 Wall(DL) 3080 0 0 0 0 Floor,Roof(DL 1776 0 0 0 2 /3DL Mr- 45322.67 0.00 0.00 0.00 MIN PLATE NAILING REACTION T =C 1470,781 #DIV 101 I #DIV 101 I #DIV /01 6 INC O.C. HOLDDOWN REQUIRED STHD 14 1 #DIV /01 I #DIV /01 I #DIV /01 PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGTH a b c d Load 4921 16 27 0 0 0 291 1 WsP1 =4t Ht. 11 Mo= 86504.43 0.00 0.00 0.00 tz Wall(DL) 5940 0 0 0 w Floor,Roof(DL 0 0 0 0 2 /3DL Mr- 53460.00 0.00 0.00 0.00 MIN PLATE NAILING REACTION T =C 1223.87 #DIV /01 I #DIV /01 I #DIV /01 6 INC O.C. HOLDDOWN REQUIRED STHD 14 1 #DIV /01 I #DIV /01 I #DIV /01 PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGTH a b c d Load 492 #N /A 0 0 0 0 #N /A fW - #WX4 Ht. 11 Mo= #N /A #N /A #N /A #N /A o Wall(DL) 0 0 0 0 Floor,Roof(DL 0 0 0 0 2/3131. Mr- 0.00 0.00 0.00 0.00 MIN PLATE NAILING O REACTION T =C #N /A #N /A #N /A #N /A #N /A INC O.C. Z HOLDDOWN REQUIRED #N /A #N /A #N /A #N /A LOWER FLOOR TRIB.LENGTH a b c d Load 492 Ht. 11 w U) D 2/3DL O REACTION Z HOLDDOWN #N /A 0 0 0 0 #N /Af #WA3 Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A I #N /A #N /A #N /A #N /A I #N /A I #N /A KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 0304421 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheet1.xis 3/22/2004 PAGE 10 Z Z �W v0 (n J = H N LL W 0. LL. Q = a �W ? I -- . ZO W W; �p O N. �H WW U' LL ~O 11 Z 1 U N' O Z Kappler Architects, •-~'. s. JOB NAME FFoster Remodel - New Glazing DATE: 1 11/18/2003 JOB NUMBER 03044.05 BY KMK opyng MFG. AND MODEL #: MILGARD WINDOWS - VINYL - 5000 SERIES (OR EQ.) - CLR/HARD LOW -E /ARGON WINDOW TOTALS ROOM TYPE I WIDTH HEIGHT I AREA I QUANTITY TOTAL AREA I U -VALUE UA VALUE NAME IN FEE IN FEE IN SQUARE FEET HOW MAN IN SQUARE FEE LOWER FLOOR EXISTING TO REMAIN UNCHANGED MAIN FLOOR NEW NOOK SL 8.00 5.00 1 40.001 1.00 40.00 0.39 15.60 NEW NOOK SL 3.50 5.00 1 17.501 2.00 35.00 0.39 13.65 TOTAL MAIN 75.00 15.60 UPPER FLOOR EXISTING TO REMAIN UNCHANGED TOTAL UPPER MANUFACTUR AND MODEL #: MILGARD WINDOWS - MODEL #780 (OR EQUAL) - CLR/CLR SKYLIGHTS 0.00 0.00 1 0.001 0.00 0.00 0.00 0.00 1 0.00 1 0.001 0.00 0.00 0.001 0.00 TOTAL SKYLIGHTS 0.00 1 0.00 MANUFACTURER AND MODEL #: SIMPSON DOOR CO. "MASTERMARK" (OR EQUAL) - W/ LOW E, ARGON S.C. PANEL DOORS - 2000 SERIES, 20 MIN. - 9000 SERIES, GLASS DOOR - 6000 SERIES DOOR GLAZING ---- 0.00 1 0.00 1 0.001 0.00 1 0.00 0.001 .00 0.00 TOTAL DOOR GLAZING 0.00 0.00 SUMMARY TOTAL GLAZING SQ. FT. 75.00 TOTAL HOUSE SQ. FT. 2,283.00 TOTAL GLAZING 75.00 Glazing % 3.3% GLAZING UA 15.60 CI Ty of TUnNILA FILE COPY APIR 13 A5 i�;l� ►� 1/22/2004 RECEIVED CITY OF TIJKWII n FEB 2 0 2004 PERMIT CENTER 0304405_Glazing.xls DO+b o (o I ;;w:uli_'" H::;iu:':::;.:.: ; rx _rsi•�`.J.:;ca:.�A.:6+�+i:,a.:c. z ~ W JU UO UU W = H �LL UJ O Li.Q co) = �W Z I- O z1-- W U� O� 0 I- ILI W �U �- o w z co) O z KAPPLER ARC141TECTS ! S ,, yo it r cor Cere tioi n.eyCatt.rtin.g resource July 8, 2004 Wtf cl Journey Construc tion Attn: Phil Pearson 25829 152 Avenue SE GTON Covington, WA 98042""'�" RE: STHD hold -down replacement & redesigned truss approval Foster Remodel Permit #D04 -069 Dear Phil, Please find for your use, the following information on the retrofit hold -down conditions of the above - referenced project. Our construction drawings specify the hold -downs required and locates them on the plan. We understand that spalling has occurred around one of the installed STHD. The retrofit condition for an STHD 14, STHD 14 RJ, HTT 22 and HTT 22 w /SSTB 24 is an HTT 22 with %" all- thread. The % "- diameter all- thread must have a minimum embedment of 5" into the concrete below. The all thread is to be set into the concrete via a 3 /4 " hole and anchored with an epoxy based adhesive, per Manufacturer's specifications. The length of the all thread up to the HTT 22 is not relevant. Therefore, when needed the HTT 22 may be installed on main floor studs and the all thread may extend down through the floor joist and continue through the cripple wall studs to the concrete below. This retrofit condition will resist the same load capacity of the above - mentioned hold- downs. Regarding the redesigned mono - trusses over the addition, I have received confirmation from the truss manufacturer, Truss - Span- Lumbermen's, that there are no issues regarding overturning. Per a phone conversation I had with Steve Vircks at Truss - Span- Lumbermen's on 7/8/04, the hung mono -truss top chord is sheathed with called out blocking as noted on the engineering drawings, which prevents overturning from occurring. Therefore, we see no issues and approve the current truss design. Please provide this letter to the jurisdiction that we have reviewed and approved this condition. Should you have any questions, do not hesitate to call. Enclosure. itect P.S. RECEIVED BUG 17 2004 DE ARTM NT Approval WA 98007 1 .800.888.45 1 7. (425)641.5320. fax: (425) (541.5318 www.CayyCerhoiiieyCaits.com z I ~. ._ w 6 2 00 CO co ul J = Cl) U_ w �Q z �w z� f-- O z t_ W UC) O � o� W W u. 0 . w z CO z ILA, �qiP City f o Tukwila Steven M. Mullet, Mayor i ip = Department of Community Development Steve Lancaster, Director 1908 March 16, 2004 Mr. Ian Foster 1360242 "d Avenue South Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 - 69 1360242 nd Avenue South — Foster Residence Dear Ian: 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 tune and reflected on your drawings. I have enclosed comments from the Planning and Public Works Departments. At this time, the Building and Fire Departments have no comments. Planning Department: Nora Gierloff at 206 433 -7141, if you have questions regarding the attached memo. 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefani Spencer Permit Technician encl xc: File No. D04 -069 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax. 206 - 431 -3665 Z := z �w QQ JU UO N J = E- N U. wo LL Q co = CJ �w Z H ZO w �o O CO) o H- w W' �O W Z U N O Z �S ty z Y 1 PLANNING DIVISION COMMENTS DATE: February 25, 2004 PROJECT NAME: Fosterview Lot 1 Addition PLAN CHECK NO.: D04 -069 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. The proposed addition does not meet the side yard setback requirement along the north property line. The standard setback in the LDR Zone is 5', however this subdivision was approved as a PRD (file L92- 0065). The PRD allowed for a 15% reduction in setbacks along the interior of the property. This would make the minimum setback 4' 3 ", which applies to anything more than 30" above the ground except 18" of roof eaves, TMC 18.06.740. i QALETTERSW04- 069,DOG z Z Q� W . �D JU U 0 N 0 W = U- W 0 WQ i CY �W Zo W Uj � o` oW o � W . U u. ~O Z 111 0 Z t , PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 11, 2004 PROJECT: Foster Residence PERMIT NO: D04 -069 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Since subject development is within the sensitive area overlay, the property owner(s) shall execute a Sensitive Area Covenant and Hold Harmless Agreement (form attached). Please note that the said agreement will be signed by the Mayor of Tukwila and recorded against your property at the expense of the applicant or owner. 2) Prior to construction start, the property owner shall obtain an approval from the Homeowners Association. 3) Please clarify location of roof downspout(s) tightline and where it ties into the existing onsite storm drainage system (see attached sheet A1.1 mark -up). 4) On plan sheet A1.1, please add the attached geotechnical note with architect/structural engineer signature. 5) Please add erosion control and construction monitoring notes on plan sheet ALL 6) This development triggers a Public Works Type C construction permit, which has a progressive fee. For Type C permit Public Works collects a base application and plan review fee ($250 plus 2.5% of site work construction: erosion control, storm drainage and land altering) when revision to this permit application is submitted. An additional 2.5 of the above site work will be assessed at the time of permit issuance. Please provide a construction cost estimate for the proposed site work, see attached Public Works Development Bulletin 1. Laurie Admin /Joanna/Comments D04 -069) z �Z '~ w JU U CO J = H C0 w L L WD = �.. w z= P t- O z F— 5 U� O� off wW LL O W U= O� z .eti a wx,. k. �.� i^ .iy..' ';:tirar i , {,�rc� + -.:.; r.s.rav: �u•w:..�.; ;sa. wva:v= x1:N.'� r J r� r PERMIT COORD C ®PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -069 DATE: 05 -11 -04 PROJECT NAME: FOSTER RESIDENCE SITE ADDRESS: 1360242 ND AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte beige permit is issued DEPARTMENTS: m2e A P fi� Bu laing Divisio Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 05 -13 -04 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 RING: Please Route Structural Review Required ❑ No further Review Required ❑ DATE: REVIEWER'S INITIALS: APPROVALS O CORRECTIONS Approved EY Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2.28.02 DUE DATE: 06 -10 -04 ❑ Not Approved (attach comments) ❑ z �z �W QQ JU UO CO co W J = CO W WO �Q = �. W z H_ O W ~ W �p U W LL O z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -069 DATE: 03 -24 -04 PROJECT NAME: FOSTER RESIDENCE SITE ADDRESS: 1360242 ND AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 _Revision # afteribefore permit is issued DEPAR TMENTS: A � ,26-0+ Building [l Fire Prevention Public Worksx_„i MW d „ _„L Structural DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Z Incomplete ❑ Comments: DUE DATE: 03 -25 -04 Not Applicable ❑ 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 Nf Structural Review Required REVIEWER'S INITIALS: 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: PERMIT COORD COPY Documents /routlng sllp.doc 2.28.02 .�A.e r7777 _r"t 43 {.i.'34t :JJf�.�llJ .. i/� �:H. 4r7.i4�:4a y� :M� r1i1+4N1.`S:h+.La4iYJa'MS .+.I. '� rh.41:IbYw:� ❑ No further Review Required DATE: a1 4 - 9 P 3 4/,0 ❑ Planning Division ❑ Permit Coordinator 01 DUE DATE: 04 -22 -04 Not Approved (attach comments) ❑ z Z �w D JU 00 co to 0 = J F— LD U_ w 9_j U? co 0 =w H z� �O z►_ w Uj �o co off 11j HP 4 : O .z w O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -069 DATE: 02 -20 -04 PROJECT NAME: FOSTER RESIDENCE - ADDITION SITE ADDRESS: 13602 42 AV S X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # _Revision # after /before permit is issued DEPARTMENTS: !i - - - 1 r i Buildivision il Public Works_ Ml. .. Al rl ►tic- Fire Prevention ❑ Structural ❑ a (� 1) d �Zs-a+ PlaDivision IN Permit Coordinator y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -04 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7Structural TING: Please Route Review Required REVIEWER'S INITIALS: 4 i APPROVALS OR CORRECTIONS DUE DATE: 03 -23 -04 '. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 2 Departments issued corrections: Bldg ❑ Fire ❑ Ping t< PW)K Staff Initials: Documents /routing 511p.doc PERMIT 2 -28 -02 C O O R D COPY ❑ No further Review Required ❑ DATE: z ~ w JU 00 (n co W W = H S2 LL w 9_j U_ Q �D =a I .-w z H ZO W W U C1 ON � I— W W LL z W to O E- z PROJECT NAME: 0 ��'��� PERjI��IT NO:. -bd `- 66 7 Site Address: j34.- 0..;?— %? No AMP Orib. Issue Date: -is -d y REVISION LOG Revision Date No. y Received I Staff I Date i ''Staff Initials ( Issued 1 Initials j 5 Y i Sx Summary of Revision: �,� „v ,e-Wy a v7 0 - ►1a.,P /0 "X ze ' -/V e :6" Summary of Revision: Received By: Received By: Received Bv: G. �piease pr►nu Revision I No.. Date Staff { Received t Initials I Date .. I Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) Revision No. ` Date I I Received Staff Initials I Date Issued i Staff Initials Summary of Revision: Received By: (please print) Revision No. Date ` Received Staff I Initials Date ` Issued Staff ` Initials Summary of Revision: Summary of Revision: Received By: Received By: Ipled]C PF111U Revision No. Date , Received Staff Initials Date I Staff ` Issued j Initials Summary of Revision: Received By: °mr �nerx 8mwraair wnwasrw� «+m.ra+Y.w.: +.•a..�n.�rrn • i�r•�.»� .,, �l^� n.,r�ncit�t�� I z I�-: '~ w � D JU UO Cl) CO) J l... N U. WO U - = a i .—W z )-- F- O z !— 25 U ON DH W W H� —0 .z W U= O F ' z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBNIIWAL -- Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: O y It d _Y Plan Check/Permit Number D04 -069 E) AT0 A /0 x ry / �DEC.K (FX7 — eA.Ti ery i� vN CvveVLeO � EC/S G`F pKO J `] Response to C rrection Letter # 1 Revision # after/A!!bllltPermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: FOSTER RESIDENCE Project Address: 13602 42 AVENUE SOUTH i Contact Person Ian Foster Phone Number C?g{Z�, 0 2. 5 -1 - a — /�Pt Summary of Revision: F&O PAAE i h ADO 10 f X (D � 429_1`10N DE 2fU jNOLy Ovcovgf - ap 919; i6w E RJZO EC, - $POKE. o —1— v� �faMBQ ANO � ARSON RSQw l��Qy ICO 8in a _ 1 SE i 9ACA any a lffid 1 f& rQ _ ' MzLh& ZIA A" 1E,.7,J_Pb SLR l f>_ mop z& OF � i p �A�ll Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on - � / n1/IAMA z W a JU UQ N J � �w w� J U_ cl)d =w �O w ~ W U ON 0 F- wW LL z ui U= O z Cox — Tukwila - ~� Department of'Community Development Permit Center 6300 Southcartter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -36 ?0 Revisloa suhnttttaLr must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, ere. Date: ""'t Plan Checkipermit Number D04 -069 ❑ Response to Incomplete Letter #___ Response to Correction Letter r 1 ❑ Revision b afterlbefore Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Fxann.iner Project lvame: FOSTER RESIDENCE Project'Addresst 13602 42 "" AVENUE SOUTH Contact Person Ian Foster Phone Number OP Sheet Number(s): C �i �-t�. (,�2.Z- A - 5 *k A I "Cloud"or -highlight all areas of revision including date of revision Received at the City of Tukwila Pcrmit Center by: W Entered in Sierra on 03i 16 t� i Z Jt Z W JU UO Cl) CO = J ~ NU. WO LLQ W. z �. �O Z F- W U� O N 01- Ww U LL OO Lll Z CO H H O Z LICENSE DETAIL INFORM ?ION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License JOURNC *0150P Page I of 2 Name JOURNEY CONSTRUCTION Address 25829 152ND AVE SE Address City COVINGTON State WA Zip 98042 Phone Number 2538527160 Effective Date 9/17/1999 Expiration Date 10/30/2005 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UNUSED UBI Number 601261575 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *CHE INQUIRY FOR S AND C * * * VIEW CONTRACTOR INSURANCE INFORMATION New inquiry by CITY NAME PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER check the L &I C ontrac tor In du stri al_ Insur ance Premium Status or return to the L&&I Construction Compliance Home Page •• . . . 611111 1 111614 ' ;hl: .t.1..1. %}i;,b�.,.f, _.,�,.: t: .Yi. t!� �JB�.t f cX,�'Y;isM�tl+�V. ;.!" +Gi��a `i'i•9 Y...el =:i;' �Y: r. S1G+< Ka. �,+ u�it1J 4' t`:,.:, iR:: iCAu'+ d, �`.J tsc..!:. v.::,.: i. �• i; e,: �w.. r;± i�i::. F:.,. i. a. �:, a. Uil.,.;. i..:.:..::: W..; �E: ..LL�1::.}::i.i.x�:.!�:,;:ix.. z Wiz: �w 2 10 00 U) 0 C0 Lu J� Nu- w e_ a Cl) D T E- _ z� �O z F- w w D a O N o ff w uj u. O w z U =: O z Sid Elevation Rear E Side Elevation 116 ]Foster ;Remodel 13602 42ND AVE. SOUTH11 TUKWI A, DN New' 1 ------ - - - - -- -------------------------- - - - - -; 1 i t , t , t , t , t t � 1 � t � t t t t is W._ .C. xist. C :Bath Exist. Exis T Bdrm #3 10'Tx10'1 M.B, Exist. Hall DN . Exist Exist. M. Bdrin. BdrnL #2 170'x 13'T 13'l l'xl2'0' rt .amew uwuknmw Upp Floor Plan To Remain Unchanged o CovOred New Deck I: Deck lit VAULT V�ULT 11 /� __ $ I t PROPOSED LOWER FLOOR ;� 162 I New' All SITE PLAN Nook :935 j 14'10'K13'0' .4ZI. FND. & LOWER FLR. PLAN VAULT j VAULT . , FIAT I t • ' i� =i= R�ijnodel� J ' • Family A21. MAIN FLOOR FRAMING 13'6'x26'0' ` N Exist. SF - SF Kitchen PROPOSED UPPER FLOOR _ 8 Ur �T F\X t. PROPOSED TOTAL lU$ Div AS. UPPER FLOOR PLAN Existing , F X1z Existing Dining Oy er Livin g g =r� i 29' -6' Existing 11~ Porch k , NQfT n ._=I* + FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and « a 1 o appal al Of plans does not authorize the viola y adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. s I` ROM �61 ®�t�3 RO CH.AN SE$ S A I BE MACE TO r E S COi $ OF 11' 4,` w"HOUT PI;IOR If OF TU1 V;,ILA SUWNQ D1v1S! -,, . tti�Tc: i�`+►to'iJ/IS %VU IWOUM A NEW RAM AW MW 61CLUM ADOITI*& PLAN FED, �EPAR-�T PE ERMIt R P QUIRED FOR: M ECHANICAL LECTRICAL LUMBING GAS PIPING CIT1f OF TUKWILA BUILDING DIVISION OF 1��� to OVE Pik J�& to .r SQ UARE FOOTAGE w DIRILAWI I NDEX , EXISTING LOWER FLOOR 162 SF AI. CODE NOTES PROPOSED LOWER FLOOR ;� 162 SF All SITE PLAN EXIST. AGAIN FLOOR :935 SF .4ZI. FND. & LOWER FLR. PLAN PROPOSED MAIN FLOOR .124 SF A21. MAIN FLOOR FRAMING EXIST. UPPER FLOOR - 866 SF - SF ,A3. MAIN FLOOR PLAN PROPOSED UPPER FLOOR _ 8 J U A4. UPPER FLOOR FRAMING t. PROPOSED TOTAL Z276 SF AS. UPPER FLOOR PLAN . - . .Q A& UPPER ROOF FRAMING EXIST. GARAGE 637 SF AT ELEVATIONS & PROPOSED GARAGE 637 _ SF BUILDING SECTIONS EXISTING DECKS TO Z � � Dl. STANDARD DETAILS BE REPLACED 0 SF D2. STANDARD DETAILS PROPOSED PORCH /DECK 420 SF S1.1. FOUNDATION SHEAR WALL S 6Qu FOOT.16E 15 "E. -*URED TO T. ,4 !E OUT51DE 9CE o� W" LLS. 57 "' .ARE COUNTED ON !N CA u- .T LC�.ION5. S1.1 LOWER FLR. SHEAR WALLS OPEN TO BE �DD �.ow 5 P -i CES .lND CsaR4GE5 .A RE NO" INCL.E 'N C.%LCuL.'4 -!ON5. S2. MAIN FLOOR SHEAR WALLS S3. UPPER FLOOR SHEAR WALLS SDI. LA'T'ERAL DETAILS �a et O SD2. LATERAL DETAILS { P8.0. SITE SPECIFIC DETAILS Main Floor Plan I IN a LL RECEIVED r'.jTY cx TI PCWN MAR 2 4 2004 pER#A{T CENTER -- ioLl i Existing ;I j Storage ! !1 f Exist. G ara 18'5*x25 i r-------------- ------ - - - - -• Exist. I Office L 110 x9'9' ' CORRECTIO LTR#E "k awwRow UwUw8wo trron � N c� M c F--� ;y ► ti .. rr Jos No.: 03o44s1 1 STARTING NO.: 030".0% Lower Floor Plan COVER SHEET o Remain Unchanged 104- O�q r 1 N w !� r r 10 Q U) Z w V4 w , 44 J U U l oco .Q Z 4) p z Cr Lli > ' 'T- 0 � � Z � � Y Y Y! �a et O CM � N c� M c F--� ;y ► ti .. rr Jos No.: 03o44s1 1 STARTING NO.: 030".0% Lower Floor Plan COVER SHEET o Remain Unchanged 104- O�q r 1 N w !� r r 10 Q Q V4 w , 44 J U w l oco .Q Z 4) p po Lli > ' 'T- 0 � � Z � � c F--� ;y ► ti .. rr Jos No.: 03o44s1 1 STARTING NO.: 030".0% Lower Floor Plan COVER SHEET o Remain Unchanged 104- O�q r 1 N 1 Dlvlabn _... � -J -- -- C"alt 4EQUtRf ""T5 QVW GMRA.- lire COVr!►snnae!•. ►mss bee orspe•rs in a �' M n lwt!! .ors ro,lowing ire e:andords set by the SonBttru St ction andards institute CA31). It is for Oils conver WCA cr the f.poVac,or the "Iwie 's Mtended to wovk ,61tl- a material select ;wn list fotiowlrla the i Gal) format. Not all iteehe are rrecessanly re natr sd to complete tnls spec Fie project Coordinate - th COntractorf'Olr+er for co+rF stet sting of epdreif,GatiOrt Illlthir this covsnhest it will state t Coo►d ina to -, tr m at er is is i In lair ae ec t on srJmsf le' 2. These drawings are copy• ghted KA"'r--EK ARS IITECTS P5 retain all rights orwelir and copyright of this d@s g urJs trine r@dara cocyr,gh► act RerrmAxtions of Illustrations or working drawings In 6N Forir -s 04 autrnoriution of KA A4C'4TECTg P5 on•y 3. Authorized rearoductione *us: bear the rame rir KAfX:I ER ARCa "ECTS PS 4 Contnuction /wo k,no drawings by the.' •. nature are diagrammatic and do not purport to Brow all de,a , s or cd►d of corstrbct,ore Qum-, one gwwa:iy arise to the ard'!Itectura„des -ar Intent are to constructior techr cal deta '.ino within •-hose drawings As curls cations, lnterpret.at and rev scone, are a , pa Of the construction oroc@as KA°m'LER ,4W_4l'1 =CT5 PS , - - twerore she not be liable For any direct it :;rec: or conow"alrt'a i damages as a res of not var:Icmpat,ng it the constructor process 5. Do not vary or modify the work shown exc wt With urritter instruction Fran KAPF'LER ARC- 7C'S Report disc'er ono om ss-ons :o the KAPPLER ARC:•'TEC'5 PS Immed 4tely 6 Due to the nature or construction and the euildlna process there win be in drier design and Contractor /oWnsir selectio•+ of the but products components and assemblies This se!: or won drawings 's drawin 's conniciered a builder set' and does not include specifications or buitdina materials !let Thsrero•e it ,s the Contractor /Osruer resvoroibillty to vrov and cooroMmate soec rncli.d•na product seisct�or aria nstallat :on or assembly. KAOOLER ARO- i "EC75 0 5 aseumss no Iiab ! to or resvornsibllity F or discrecancies m corlili_ts smuts doers Vrouc�I Corttractor spec'rie'; l materials and their respective installation KAO ER ARCi4l -EC A 5 assdr+es no iab ' ty or reasoemslb • ;%4 for any it em which ma be called out or - afff - to % +naruract :rer as trend name -tam caiieo o.t Are done so For coriver since only. 1. Do nc: scale these drawinos For critical d1"+ere'ons. Verity ail di•liam'ons and datum's before commencing work and t+e - espons cc :rme accuracy ano 'sport dl screpanc , es vrt- sto;ons to the arch;te•.t lmmed 8 T ire Contractor /Owner is reeconsrb!e for Coordinating work t,, th that of all trades to ensure proper and adequate Interface or a il trade works The contractor shalt be - esponsible for all reaulred sa fety Preca utions and oroc@dtT@s ►@a u!reo to do this work, It Except as spterc!F!cally derived otherw se i n:artmetatior for ail de rin tons abb•ev ono supDlenmenta: cWln!ttons she!, follow, accarted - @r erencea standards 10 all WVrik w!thir thie contract shall represe that o industry standards for the respective tracles or the location in Oil& the project is Guilt C147P: ""i h- 1-AiVfOUS p SM'* nQUIR£"1ET1'S L Provide crawl space access minimum 18' x 74' 4a+--- l- tructea +access oar ,JBG 23173 lrobv ate and weather -stria per energy requirements Allow W min stir' •,vase under good ,joists and 12' minimum space under wood girders P-ev eie attic access minims 22' x 30' w 30' i*Ir , murr' i at unomtructect readily accessible ooariop per ,EL sector '5©5: ws.uiate and weather strip per energy red i-@mem 3. Prov,ge ver•t;'atior Per JBC as followto A.' Craw i space ventilation: m Mn imurr net a -sa shall be not less than I • f per 150 s.r. trader Fl oc► area Operiii steal! be r+tacea as close tC the corners as practical and shall provide cross varrt' or at least two approximately opposite s,oeis ver section 23 8' Attic vent fr innmur net area sha. be not less tear ' 6 per 1 50 6 I of attic area or 1 s•f, per 30C s F of attic area i 16 is In tre soffit aria i,2 is at least 3 above the plate 'tire per JB.0 Sector 15053 and eneray - eaul►er"ents. 4 Slope an cieaks waika or vewaws and patios awa rear nuudina Minimum !. per root S. Provide approved numoers or aocteasss M tout^ a post or as tc Ve vialnly visible and leer a fear the street or 'ono f►orit nq the Cal -opx:y per ,.BC sect.nr 50: 6 _(sa- aae/►+ouse occupancy s9pa- ationr A Occupancy separator r -orr garage tr. house shall be Of fir roe eitve conatr Ce inq_ joists, wails. posts are Seems s,,pportina structure abo torah as ceverso ,,;;th 5 /b' type 'Ir' iilF_ or the gsrade side of war ano exteno Nom "nuo s.I, to roof ensath+ng when a (iv Ir 2 area is above the garage Jae . . avers of 5/8' type 1 x 1 G1B at trusses Ana % s pe 11B.0 Sec: or 302 a arms ta ble 3 -B i. iJher st -okra! sheathing is undiernea l- the 518' type Y Gi provide :! r r 5/8' pens: -at,or Into the st,.as Jibs using ary"i screws or staves aria 3 penetration ,wrier using nails. When a pp iyinc ll" struc :,ra' shwthinG_ the drywai' anew or staple eigth is reo.. rw to as a m of 2 and 2 ,ono w1'er .liana nails ,IBC Levis - -B L Door be:weer a_araae ana house sha ve tight f:t *.N se!r- closing so, :d wood Gino► 3/8' :hick Per .BC section 32':43:. 1. Std ur a seerry A' - �eaoroa► o -8' fro-trur ,"IdtF ;' -C" mir„mv► oar JB.G section 00333 t lo0:�33: B,' At Private stairs tread e' ir,, ­v,r - s 8' m r" A; axi u ' other sta Ve cs 1,' minim -l • nets- " m ax,r %X per ,.B.G 003333 C; 'op hiangra i ; end , do 34' rir' -, aria 38' ma x imurr above the stair sac- --w and not less than i "07 or more :friar J i s' Fr orr the -a ' and U. tr ret,.rne at each end per UBC also•, for 10033.3b iv) Install fire docking at top aria bottom c strin9i spar and wall along valise Par iUB.C. sect for 108:_. E Cover usable space rouser suer ♦'tr 51' type 'x' Gli$ use :layers at ce!I1n►g area A" ..oints sire- ties :apso and sea :zo Prcvioe :; layers of 5'8' type x' GLIB at Ce ,ng are under stairs , 8 Laundry Chutes a Durowaita Sharts - provide 5,'8' type 'x' CCCuB or 26 aaa_e ahee!tmeta' w th look .Ants on all open to sha ft surfaces sha li ve se!f cics solid core door 1 ."82" S FirestopIoN - as per JB.0 Section Ti4 IC Strucural des c_r cr ter a These rtrnteto are c for corver er" only and do not lir iS that compl structural analys no beer, done z t#, structure A) Truss Loading Loso Top chord •,ve load 15 psi ToF chord dean load 12 420 psi if tile' cl snOrQ I i ve 04,9 I ' plit i To'AL ..pAr 41 ps B) Rorf Ive rod 25 psi C' Flow live ,oao 40 vs; D! Stair and corridor • ves sad. WC per, E) Macranical units. we ants proviciao by manufacturer F) Wind 82' mph axpos„ re '9 , R. = 5.5 assumed G) EarVlgwike zone H) Allowable soil pressure- Unless a &ti report by a Qua lified bra w its prov,dso a l; Footings and fouaaa tons shall Ice or asslreci 2002 as veer n5 Caps, ty .r othsry noteo or drawing J) Equ,val,wt r.,, d presii-,re 35 per. E Preratxicatsd Flreulaoet and :ford Fuel Burning Appllancals. A Solid fue vurr rg appliances nctuiae rtlGihnt troves fNet ace stoves room ►mtatert /flr^ep ;ace •roust. ►sudsy built flrtap!eces and i+- replaCre MMertB, ant aril 0011 Comply with we crovicons of Section 304.! - 3m46 ,,".C. B) i ierta Crwnrbys sloull be aric,osed above tre story in cphl & the &Piianoe a rvea Is located. In walls roving one roux firs res'startice ratwlg, and wWn a space on all sides elietweer dmlrmmne� and erciosirtg walls su ffic, er: for exas+ merlon and repair For art Fro chtlMney u,a i M WW as W!thvuut opslirtgs pr U?'1r_. 8'4.' -81s 4 C) Provide nrettopp,ng at chmrey loam JBL. section '06s: D) Mistall theta, finer ace ..'th niearti n anti surrounds per manufacturers epee rilcat►ont E) Prefabricated r'trtsplacies drlimrmeys and related comvoner e, to od& u: or KMC seal of approval and pe ;►istallso per rwuracturers ►e iulremer :e, F) The rnsa -th Chill' exteno at least L6' mm front of are 8' to basil side or On nrmepiade op" tllier •he opening is Walter trier 6 s!. If tit oparowIc is b sr or larger tit "earth shall extern 30' , r front and :' to @a 7 s de par JB C. 3102 - - 12. 1" obamr FVGPWoere A: 1 lWWi8C4ee shall be des-gntd and constrUiCted to CWC'y 'elth UOL. sect Ion NMI 8/ 'Cult 06 teminatilw d*erewJ Must adsd A ririgyr or 2' -0' above any POW Of the Guilds le w hir. 10' - of the criiii Chinn. to navrt - eeoreeo rand - names. Soria► W. swped to tired water, or maowry, stone or camcrets cap train wind dewiest PiNgvg to shoo Water For" to be 'Mir 3/4' V**, ., WS Masoiry, stone or concrete cap rs reed dhlrney !s to be 'eirraeed ,stth S2, !' oars as oono oea-►e as sloom Provide . i' low screw spark Arrestor at ime termination type C) Gn w,dly D) Fietrrng flash and cowt erf lash INV min. 26 ga galvanized sliest natal or eov ivalwt two E) A'clomorage - Anchorage eNl) be povv~ at all c &S . rigs and ►Coors more then 6 - :.'-above grade SWAW4 OW .:a»trWCLW erltirely 04" the oxw walls of We oulldMig, anchorage to t9e , 2) 3/16' x i' stee' straps cast at least 2 MitO Vie ✓w.ns ,Pith am ,80 decree bend a, a 6' extension arow4 tit vltical reinforcing bars or ve PAlsface cr the chwrey eaai Swap is to be sec,reto to Vie structual Isar -no OF th1• building i.,tn (2) i/2' bolts per strap. where .'ou hey ts are parallo to the dhio straps am to be amd/iored ss't to 2x4 croiGs cowac ig at least 4 foists and sscursd With /2) Ibd #*to bed Jprst " 000: "115Q:« ',1 EM A35E?" &`' nZI REMENI (cat) F) Cbsrances Provide " daarance between' masonry n►eplaoe or chhrne, and cotbustivie Fram Imam on exteri Wall (42s ws'ror wall fMn ,t gwb.). Provide 2' clearance be t.Ll&W oflarornJ fireplace car chimney frail combustible rrar;ng when wvrs,y within time builai structure. Domoubtibne nat eria. wall tie Mtn 6' clear from rtrepiace over n9 No such mauw,8i Within 12' of the open fig "II project mere :man l/8' nor ears of Clearance from the opening Provide minera wood fi- estopping at au separation between nr pAce and woodframing. Wa!' header to be trir 21' above - ireplace opening for firarlaee wilt flue)+ with We wall Increase header ne b' for every 4' of masonry Projection into the rooir G 1 Smoke Chamber - Smoke chaimber to be corstrtuct of clay products. st'th min "UP thidcnssto as follows rock wall - b' side walls - 8' front wall - 8' H) Dampier - Damper to be tight fitting operable witr a ready accessible roam a� or an approved automatic cc^nuoi Dewier ruliy opened shall have f -se area aqua to or greats than the required minimum rl;.w size I./ lincotroustible lintel typical. J) Hearth and Extensor - Nearth to be br icK stone . cow" or other approved non - combustible materials or - e- iriforced to can tte otlr we g► aria a!i in006ed loads ►,earth must extend beyond rIrepiace as follows. Open om 0 sq Ft to 599 so rt ib' ;r front, 8' each side opening 6 sq ft or larger 20' in fr 12 bad^ side Colic hearth and exten ons to be reinforced witr 0 4 bars • ( ii each slay Pre -cut stone more -cast concrete hsartr and @x ;ene,anto t0 be supported by Y "a • 24' o.c. Provide anchorage to floor framing as noted above grade. , ••+earth to be d4t.rigu shabie f adjacent f ioorirla meter a' K) Firebox L.' Combustion - Air prow :des ar outside source for combustion air. 6 sq. In .rir duct size wits overable damper, outlet to be ' ocated inside tre Firebox in the front port �on. "' Foundatior L Foundation walls min 8' thick 2. Footing to be min. 12' thick and extend 6' beya+d Fireplace walls, re- Worced 49W 4 4 bars at 6 o,c batik way, and bearing on firr ,rndie :,rbable so'! 3. Splice rooting bars to vertical chimney re- er'orcenial" per II ichaptere. 4 3 and 3' B. Fire Biodks and Draft Stops - as per JBC 108. IiD►tal6m_RE A ' oR? !€ ! ?5 1. A!' construction "I' Gonform tc the '99' Uniform Building Code (LISC.) and be !r accordance alit# ail State Laws and Reigulations and various codes imposed b jurlsdictionai requirements and loca! authorities 2 Arrange inspections that are mandatory due to jurisdictions! requir 1015W CQNSTRJCTiON FACIb!`riE5 AiC TEI'Il 'ORAR'' CONTRO. L Provide Temporary racillttes - Inciudina eiectriclty, mater temporary toilet, per .Its eldictional recauirements 2 Provide iortamperary Controls - Mmcwdinng sc sedoort and surface water control did art - a pmem during calstruct -on per juf isd ct ona. reaWrene its. £ND DIVISION ! Division 2 SITE WORK {d2200 EARTRLOW Part 3 Exeatior I Rough gradme. 4' below, finish grading unless otherwise epec 2 Finish g radinq :.armast:3ring division 02900 3. Excavation, badrfrillna, and ccu r, Actinq ror structures as neoaleld 4. Excavation backf!!liri6 and compacting nor Novesmert as rteeclea 5. +,au!ing and di p sposal of excavated material as needed 6 Importing OF material do needed Rock remova I as needed 02W .PAY% , ii WAC:'Wj Part 2 - p -oduct L ula ik road, and park moo paving: A Asphalt 2' class E over 3' crushed rock m 2' dTB B. :rutsheid rock 5/8' minus. C Concrete ver D'vielor 3. L Filer and color Coordinate ,&;tr mater ais Fin select schnad 2 rir't Pavers. I Coordinate t. -rnaterais r +nisi- selectior sch pule 3. Favemwt martins ' Coodiate u, tr materials finish toeisc:;Om scned.lie. @.'02 W-40F ANF FRAI NACf Part 2 - Produc- t Suodra'nege systems A Fouroacor t'ainaae 4' ADS per pipe nor- gId 2 Storks sewage syateme A Exterior cat40stne grates and Frames i Coordinate or th mater ais fir ; sir• select or echso ule B. Culverts. L Coordinate Wit►- materAls finis► se ectior sched C Drain pipe 4' AD5 nor pe- rmated - ght line 3. Sanita►y sewage systems A Smaoe collect;on ;Ines 8' P✓C unless cast 'ror :s notes B Steo:,c system per toaw.inge o f bidder des Omer Part 3 - Execution . I. 5uto s..tottlilr A Slope tc trait and surround in we draitinc rrna ai per Beta 0=Wo 51T '1 �YV IT5 Part 2 - F'rocouct L Irrigation "ter Bidder design I. Coorairate .'th' rater ais r n air se:ectlo r schedule 2 Fort and dates L Coordinate with materials finleh selectior sched.ie V'-WC INK- 0 Q,AP NCs Part 2 - Product Bldoer Dt-- gr £ND DIVISrOti 2 D 3 Part 3 - Execution L Forrlwork and bracing ro► structural cast - ir place concrete sahlr be by subcontractor and meet the 'ea. "Wrier :s of the drawings aid , ndue try standarde. s A romm; -c>"k alai, ve piaceo to such a rerner as to Ai,oa, cast -in place conrre:e t be piaCeo on so lid aubstate Ana to allow strueturat support wwivare to sit oeiOw the frost Ire @32 i��- i-_ WV-Or' C' Part 2 - Product I Rutr: orcwg stale Ds f orn@a bar sees and locations per o isr♦ and data'N Grade 40. Fy . dolts 2. u-,e aed Mire fabric- at location pe • plans and data is: 6xb, JAx1.4Wlf part .:l - Execat,cn L A mirifto lap For all bars shal' be ­V or 30 diameters she hewer is larger Provke OOMW r4re to ratch horizorna, rerro►cerrer: "'iro,r coverage car data Is and ZC Criapter IS 030 CQ1GR5 - E f56QR : I FWt 2 - Product L Aida bolts V1'ax Li1p' unless ooww.se noted aw drarrigs 2. ExPOPO n aria convactlon joMW- i/1' an "K Wregnabe0 re': !s We"d per dirais" and deta I Is. 3. 1Wshiisrs 2'x?'x3/16' s4. sues! plot* +wirers Port 3 - Execution I. Arldol0r bolt at b' max OC. 12' *or cd►rw anid Jor", hex erbsA^en: , n.r 1 1 , 2 poly per Place of wood. O Cam' N- CJW'E Part 2 - Product L Otruc4ra I concrete. 5 walk - x rc' s 2w 00 wi at 2116 days 2 Arcitltect ral concrete ra exr used eggreaate r (wiased' S seek - x to . 2000 psi at 28 deye win#, 3/8' rovlo aggegatae 3. Aran, .- -.web A All concrete Isha11 have water reducing admixtures except ror roetings. B. A.r aterta loorent "ii be 5 - 6% in all concrete eg)ossa to weather G Goioring agent. L Coordinate with materials flrils#, selection schedule Part 3 - Execution DIVlto -or 4 MASONR` It e4M -OR's AR Part 2 - Product L Type 'S' rnor -ar with Integral waterproofing agent Part 3 - Execution 04' P1 A$Q GQE NR` A`4R�E5 Part 2 - Product L Anchors and Ties- 1' wide 22 guage corrugated stee! strip nor - corrosive 2 .lost reinforcement. st.endard ladder type 9 gunge wire - less their wall thickness Part 3 - Execut or I. Per UBC Chapter 21 0 4200 LNIT MASONRY °art 2 - Product L 13r masonry. A Exterior . namelmfo• L Coordinate with materials rinish select or schedule B Interior locations: na,lehnrg: L Coordinate with materials finish select on schedule C Pavers/planters. rmarom Coordinate With materials rinish selection schedule. 2 C xlc rete masonry units: grade N -i C!o% +h unless otherwlse Indicated sizes per drawings A. Special units• ' Coordinate with materials finish se!sction schedule 3. Glass maeorry units ( glass bloc,.' A Exterior l ocations. name.'brrg• Coordinate with x+ater ais finish selection schedule B. Interior locations namepnfg: Cooroinsts with mater ais f;nlsh, selection schedule Part 3 Execution 1. Bride and Varner A. Brick veneer " be subported on footir+g, Foundation, or other non - combustible suvpo►ts It shall have 5 relt oadurg and ties at ' per each 2 sf of veneer Provide I . minimtr air space between veneer, and backing, and approved rlashing at base of veneer and 3/8' round Weepholm at 32' ci c. at the base of veneer extehdind From the air space to the exterior Veneer shall support no load other then its our ,weight and the vertical dead lead of veneer above 8. Per ,93C Chapter 21. 2 Concrete masory unit (CMu' A. Concrete masonry unit wails shall be constrwii to corfonr to AS-'m C90. It shall be laid up, reinforced. arkc ancho as shown on drawings 044i V .$TQNE Part 2 - Product L As shown on drawings. A Exterior locations. rame>M,fg. L Cooraiinate with materials F!niw seectior schedule i~ interior locati rnamehrra. Coordinate witin mater;a riri selac:'or schedule Park 3 Execution L &one /sneer - A. See Br ick veneer ENC DIVISION A ViViVON 5 ME'AL5 05050 MTAL FASMNIN65 Par: 2 - P L Bolts Use saes and shaper+ oar owns, or as needed for Intended purposes p550E "E'. A. YABfi CAT 0K Pan 2 - Product L ►+anctaus ano guardrails. Provide r sizes and iocations as shoos per taws END D 5 Division 6 WOOD ANC PLA5' C5 N Q�h'FY Part 2 - Product L Frain r LiJrtber Pra!*innG 'drtber Broil be mah c,ec in corWormance w the WC..B standard grading ruiao For west coast :,Baer no. 16 attest edition A;: Kim a►,ed minimum '*A A Jo ist and rafters (2x6 And larger - rem -F•r oli or titter B Beams and stringers. , 4x and larger : Doug -Fir ': or better C. Post and tholva s Doug - Fir ' D. Staab plates era m i sc. l ight fraying 4drr+ -F'. e b rt : ar B. ' ! ' Joists And Encionserea beams ° er manufacturer r Glue 411'Wated tBnber Sirt span. 24F ✓4 DF'r - ALN 2. Continuous or cant iievsr • 2 4F v8 DF/DF G. All other „umber pier -F•r Stanraarcn or getter R PklroccL orianed strand board (OSB l APA graded 114x" snaatnirg see "vcmCAL BU'u71NG "A- ER':L-5' list or the dwcis A F.00r Breathing: see "Tp'CA,, BUILDKG MA A-5 LIST'on ve dug K Other As noted cr orawings 2 Particle Board. ARA aradec+ A Uri wer a y nom Floors: 5/8' ,, J..0X 2 Sheet vwny 44' ( JON) see d visior 9 3. Caoinet sonatas 214' 11 j.0X/ 3. Trusses A Prefab► corrector plate wood roof trusses Shall be designed and stamved b the - an,facturer r accordance y,;th the 'des gn spec f cation for mate plate comet :e i ll"a trusses'. Ziresigr arawings and deta is to be avaiiatoie „porr regt.. 8 See 'ROOF =►arnimg Notes' on drawings. C Roof omigrn..ayout, baawS and or ar-wig she be b manufacturer D Reid a!terat-on of truss tenet be aesiared b maruractaw. 1 Fasteners aria adiesivtes All naiis owl! be commnon ,.ire of sizes Fa Irrterdad purpose Per ..BC table 23- 11- 8- `Attaclm timber 'oast to Fkah headers and bears with 6stlpson V harngers series or spin. a mesa to salt I tendsg purpose Simpson hrdwa -a a: other locations as out4ted per draat;ngs. Bost heads nui aria cu: Washy per Division 5 5. Post to net footings cerrect,ort Provide Pressure treated post and positive c roriection to foot's per JBC Part 3 - £xecuttlort L This faiAmirr9 wl. sppiy artists shotrn on draskngs. A" wOd AaP rg data M 11111111 be CMtrreted W the m+'nmmur s &.Mardis in the MC. All franlrg ,shall oonforr, to tit r equ. , rerisrts of Ghapw 23 of vie .,BC MinlwltV selling 0*11 confom to tebie :3 !I -B -I of this UBC o+e;9►-t and speurg of same Wa Ww rr :c table :3 -IV45 Of we J3G "W - 9M 3 %4 R` Part 2 - i°rioiduc.'t L CabMets A Coordiiate *11 e-"41s Amish select Gn sChs&;e 2. M1 160l and casing A ;oorclaate W W materials FM %h se'ec: an ededu e 3. Parel A Coordinate w`ti' 'rnater f m-0 seiection sdeciub 4 Star and ►sidle toy. A coordina wi M4"I is flnist Whets - or KdMdule. B bee d ;vision 0►O102 b 0-'4, aria,+ 1� rsowilrow i s 5 Bootkcases and Out ,t - it e►rrves . it Coorditate .'t►' mats.sls finish seise! -or sddrtduls 6 iPWeltic IN rate and toad etrFace -star a I A Coordhate w itA" mrateria is rrW select IQ soliliduls E� JiVM31Pv d Divle lon " THEQr'"A AND MOISTURE PR✓TECT!ON pT pAMf'ROOFINCa Part 2 - Product L Sprayed -on asphalt w Part 3 - Exect/tlon L One (' ; Goat per UBC 1407 4 Appendix 16M 01W v AND AIR WA )iVER Part 2 - aoduct L Ground cover 6 mil polyethylene olaCK _. BuAdin9 wrap we the '*YP'CAL BUILDING MATERALS' list on the drawings Part 3 - 1Executior L See ON 11, energy requirements @ '7JV ."'l5UJ.AT1QN Part 2 - Product L F-bargiase or vines' wood batts, boom minerai woo!, and extruded polystyrene. A W1 I. See the 'TYPICAL MILDING MATERIAL5' flat on the dugs B. Celllrng I. Gee the 'TYPICAL BUILDING MATERALS' list on the dwge C. Floor.: See the 'TYPICAL BUILDW- 5 'ATERIALS' list or the dw9s D. Fourclatto►t Perimeter R -Ifs, 2. Inwiatwie foam A Standard see :art roam Part 3 - Execution L Sea division 17 energy requirements 07 300 RQOFNG MATER;a Part ? - Product IL Shingles and roofing tiles. A See the 'TYPICAL BLILDMG MATMAt-S' list or the drawings 2. Membrane roofing. A 3 -ply Plot mopped "art 3 - Execution L Ilns per manufacturer's recommendation and Chapter 15 or the JBC 0 -5lD A- MATERIAL. 'Part 2 - Product L Siding. A. See the ' TYPCCAi_ 5U'L.DING r'rrATERIALS' !1st on the drawings 2. Trim. A yes the - '•p!CAL BUILDING MA''ERIALS' list m the drawings 3. Soffits, A See the "7"r°ICA BUILDING'"►ATERiALS' list or time drawings 4. Other. 4 See the "PIGAL BUI LDi 5 MATERIALS' let on the &swi►ngs 1 Dart 3 - Execution L irrtoull per manufacturer's recommendation and Chapter 14 of the ZC C71¢iV TJ.AA� Af'�P_ T METAL Part 2 - Product l Gauge galvanized, prerirished. Part 3 - Execut L Willi per Chapter l4 are 15 of the JBC 2' CQIALLT!5 Part 2 - Product L Veins A Ridge vent. Manufactured by: L Coordinate with materials finish selection schedu 6 Mushroom vent manufactured 151�. L Coordinate with materials r!nish selector schedule 2. Gutters A Contin aim orecoated L Si K prori1e .- 2 Color Mato- Fast a 3. Downspouts A 2x3 r ectangu iar aluminuir precoated L Color "'etch fast a 4 trnr //. n B T v to i Ora in system jT18W_ K v r iCst-IT5 Part 2 - Products L Sli ghts to conforr with JBG Section 240e 2. Manuracturer A. Coordnate wit#, materials Finish selection schedu4. lE-'_ 0 WAL_AhTS ANp_CA4,K Nit Part 2 - F'rexk is L Ceuhung A Styrene rxutadene caulking (SBR Color r"atcloi sidlrnq END DIVISION " . Division 8 DOORS AND JAi X1920¢ XN� 2QQI* !; Owsr '­&- `la Lev @. gaper .. Part : - Products L Pane" ,wood doors. A Coordinate w-th ma ter a s finish selector schegute 2. Fww u,00a doors. A. ,,;oord!nate with materials Flnie)- selector schedule. 3 SUie and -ail /store boost 4 Coordiau u�,eter :ais finish select on eched..!e 4. Patio odor: A Coordinate y'tr mater as Finish selection Schgolule. 5. Other A Coordinate with materials Firiw selection schedule. Q4" 5,X`f.0 • A_LT_ __-pQM_ Part : - Products. L Sliding alass door: A Coordinate with materia's Finish selection sctedu!e 2 Garage door. ;maitre /st 'see division 1145@1 A. Ccordwtate with materials folar selector schedule MOC W+12IOMYLDT. W " pa rt s - Product$ k Note Fa -@se - A Every sw :n,g ro�or Wall stave at least one operable Wln u et dc wftI- a n clear openi tra ng Of 5 61. * iris oper rig he;Qht shall t7e 24' minhn,sr - O 20' m,nimur ,;:h a fini s•.; height not more than 44' aioove the Boor, per aB.G. sect ion 310 B Wau g laze per JBC Chapter 4 C. See vans for egress and operation 2. Manufactured oy. A Color i Coordinate with materials finish se:eic schedule B. Stye ! Coordinate w tr materials rin ish selection scheow ft "OC - ARP.An Part . - Prock.cts i Type A Coordinate with materials Finish selector schedule. ?. l',leatrer Strippina. A Scordwmate - th m ater a s fineer seiect scredu ;e 3. Tireenoilm• A Coordinate Ili materials fin isr selection sc ism:e. P.E80P_ Part 2 - Prog,.cts L Glass tricrcness to be aessrined aJ size and wind ioadin9 per ,.BC 'sole Chapter 24 2. Safety gaze per UBC Criapter 24 3. N -ore to be s ivereia 'i4' Float plate oles. tr M L = Division 9 FR 6E5 OW5 4Yf JAr, 64 !1OAK Part 2 - Product L Wsllr See the "`YPIC -AL BtJ ;i - D 1 MCs " ATEF'•;;.3' :;st on time :*so" A Finish Coe►dwtate . th Cortracto► /OArer matter a; *sect one I Ceiling- See the 'T1'PIC& BI.'LDMG MATER'AL5' list or the drawlnos. A Punish ' Coordinate w tr rater a is Ii into soviet: ion sci edu.le 3. Cade , ewi►ed art's• A Type 'x G48 as r'eci6r•ed 1. See d!v 0 tr, sc s eesr'b u ►ea"rilip'-r:s B usterv►oof CAB as red d at Wet or dark oc n;" pvUJ5.Csec25t2 4. llonderboard or dtroc at aii the ocatiCn : III. Meta i corner bend prof le L C 011"dMiate **th Materials Flnish+ selact'or edhedu.le Pan 3 - Executior L Apply as required ,n UBIG Chaptw 25 and Table 25G and 254.4 Mail tv screw, it place, per babies 0%W T Part t - Product L Ceramic quarry and marble tiles A Coordinate with materials Finish reiOCatidr schedule Part 3 - Execution t Refer to manufacturer's recommendations 05.E 1 gre FLQQRING Part 2 - Products L Type A Goordlnate with materials finish selection schedule V650 R_51L TENT FLOQRIN5 Part : - Products L Type A Coordinate with nater rin:w selection soteduie. @°JAB¢ CARpETIN�s Part 2 - Products L Carnet and Pad: A Coordinate .w ith materials Finish selection schedule. 01 PAiNTNO Part 2 - Products L Painting over prepared surface per manuFactuer's reromnendetions A Coordinate writ materals finish selection schedule. C 44L COARM15 Pert 2 - Products L Type- A Coordinate with ContractorllOwer mmater seiection. END DIVISION 9 p vision 10 SPECIALTIES 1-Q RS ANQ_.y� - T Par. 2 - Products L Ha rdware c loth screen 1 14' x 114 on soffit vents at detailed 2. Continuous 2' performed metal soffit vent as detailed 3. Roof vent (See DIVlsior 01100) A Other vents as noted per plains FnFA I`!R M-Ar 5 Part 2 - Products L Location/ModeilAcceseones. A. Coordinate with materials Finish selection schedule. Part 3 - Execution L bee d!vieior 01002E for mist assembly requirements for fireplaces. 2. See division !1 energy requirements. I2! VF_NTT!_Wj ..DEYICE5 Part 2 - Products L Building numbers- A. Coordiate with materials Finish seiect!or schedule. Part 3 - Execution L Install In location per jurisdictional requirements 1�._Tk?1L.ET AND BAI+a .A4RIE5 E�K� Part 2 - Poducts I. Toilet and bath accessories: CO oa A. Coordinate with materials Finish selection o ection schso6is. A Z A ita900 WARDRG AND CLQSE �iPEQ[!�L.T I'k� Part 2 - Products eN10. L Stor . Co di with materials finish selection schedule. G 2 Clothes Closets: A Coordinate with materials finish selectior schedule. 3. Pantry. END DIV1StON 10 *Division ii EQUIPMENT IM , INTENAKLEQIF"?NT '°art 2 - Product 'L Vaa,un cleaning system. A Coordinate with materials finish selection scheduie § of SIP�NTIAj. EQUIP t ! 2 - Product L Garage door opener / s ) A. Coordinate with materials rtrrish selectlor schedule. 2. ironing board cabinet (or draws'). A Coordinate with materials Finish selectlor schedule 3. Free- standing app liarces A Coordinate with materials Finish selection schedule END :) 11 Division 7 FtJ III N!_6PINGS 500_.i11N�OW ?REATMEN'r Pan 2 - P -oduct L Winoow treateio- A Coordinate with m atar ais rims►+ selection sd,ecs,ie END DIVISION 12 Dlvislon 13 5PEG 4 CONSTRUCT!ON QIW l `U Part 2 - Products I Bidder des - ,gn Pert 2 - Products L 8!,: Q Coordinate ,u'th wteriais (knish- selection s heduie END DIVIVON '3 [)'vision '4 CONVEY SYS x''15 14W PQIR& 1ER Part : - Product L Jui+bwe +ter A "lanuFec :uG' mode! number L Cooro mate - tr , nater.ais fir :sn select on sc•hedu!e. £NC D I V1510N 14 [)' vislon 15 MC- 4.NICAL 15k' Part : - Genera L Machar syster to be bidder des gn. 2 Qea_ ,iatory recivrerner ;s. ,4 Rarer to Division I Genera' Reau ;ramwts 3. Contractor stunk out oksoiro ono "VAC, aiagrar ayou.t. A Soordirote W tr other :•ides D400 P1 Pan 2 - P•od,xt. L Pipes and Fittings. A.Lisste a Boll: AIRS plastic of sizes req d for the irrtendeid purpose L Provide cast Iron with Gom pr es a on ,"Olix fie - o r" Dar ocat i onto sit m or the drawings 2. Provide clean -outs at bends. B YWi ts. ABS C. Gas Per cods verify location of appliances L Provide an approved earthquake anuitoff valve Wotal{sd In the building Buprly line M+med a tely after the cos Metter r ime valve smell be orated Outside cf time structure Ana Ive accelssibte. D env - me L Qe aradis Mien' type K irKh+ord solder 2 Above Grads: N" ui►, soR solder I R-Wrot no W360 ant. A Mail, water neater !Duals M tender' L Coordlats u or►ers matsian selection d. dote bb Trost proof type- "'larisfield units C Main shut -off va!ve In garage D Pikumibing fixtures 1. Coordinate with oater a rater a selection 3. Ritgatlorr. (biddy design i A A'ovlOe "' comet: or in main IMie - n ge►age by mein shut - off va lve .`th swa►ate shit - off and airs M+ valve A &tome. a bp►inilar 5ysterm. odder dale gn) Part 3 - Execution L The installer to dst'9r ft system to appropriate jurhdietl"l requlrewmwts and ructlon in e masses eontster: aith wmolus stamobrds Rarer to genera' rea,lrerarts DW NVAC Part 2 - Product L Forces Air. A Furnace system ' Coordinate with materials fir,sr selection schedule. B Duct Work And insulation L Coordinate with materials Fnnlein selection echiscluls. C. Air cleaner i. Coordinate with mater -ais fir:sh selection scnadu.e. D Controls. < Coordinate w tr mater ais finish selection 6dreol.+e. E. Rea!sters yarn adjustable supply. L Coordinate W tr materials finish selection schedule F Provide Firestopp,rg at B vent ;ocat,on per UBC sect on 10821 2. Fans• see division 11 ener ►equirarlerits 3. Veins. I Coordinate with meter als ruiner+ selection schedule 4 Exhaust Ducts. A Term outside building aril equip with oackdraf i dampers per 11"1C sector 504.1 Part 3 - Execution L The insta'ier to design this "ter to appropriate jurisdictional , squ remerrits and Function in d illanrer consistent with lndustry standards. Rarer to genarai requ ir ements END DIVISION 15 Division 16 ELECTRICAL Part I - Genera I L Electrical "tame to be bidder designed requrequirements nts refer to Division 1 2 Regulato - General Requirements. 3. Contractor to provide electrical diagramming layouts desigr circuitry follow Iightlnq olar If provided A Coordinate wit) other trades. V620E_PVER Part 2 - Product L Wlre and Boxes. A volt: 12 6A (3)111111re 6FI a Damp Locations 13. Low voltage: standard type 2. Panels- Circuit breaker box fully labeled A Capacity: Bidder Design B. Cis". Bidder Design D. Grounding. A Provide (1) 2 112 ached is 80 PVC conduit at concrete stem wall for electrical service and (1) 5/8' diameter x 8'0' long galvanized rod For electrical grrxricil's 4 Smoke Detectors: A Provide and instal l! per US section 3101 5. Fire alarv. A Provide and install per U.B.C. chapter 30.10 and as ►equlretd by goverrirng fire Marshall Part 3 - Execution L The installer to design the system to appropriate Jurisdictional reautremarts wind Function to a mariner consistent with the Industry standards Refer to general requirements and UBC G" COf"t AICAT IQN$ Part 2 - Products L Intruslor alarm and security detection "tam. A Coordinate with Materiale ftrdeh selection echsdule 2. F40 "ten. A Coordinate with materials finish selection schedule. 3. intercommuricati systems• A Coordinate with materials finish selection schedule. 4. Stereo system A. Coordinate with materials Finish selection sched LIQNTNC3 Part 2 - Products - - L Fixtures. '. C,00rdirote with materials rtnish selection schedule 2. Control: A Switches -l. Coordinate with materials finish selection schedule. I Dimmers. I. Coordinate with materials finish selection schedule A. Boxes 1. Coordinate wits materials finish selection schedule. 5. other- 1. Coordinate with materials Finish selection schedule. Part 3 - Execution L The Installer to design the syster to appropriate jurisdictional requirements amo function !n a manner consistent with the i ndustry standards. Refer to gereral requirements END Div151pN 16 Division 11 E''VER!sY REdJIREMENTS 64544W N 'T' Genera I Notes L Electric water heater(e) "it have a separate power or gas shutorr per WSEC Sec 504.4. 2. Provide an incompressible. :insulated touface, with a , rir. R -10 Ual. a resistance when a water heater is located In an unheated space or :e set or a concrete floor per WSE Sec 5042.1. 3. Liater heaters are to most all requirements or the 199' National Aopiiance Emsrgy Conservation Act (NAECA) and be labeled per W5EC Sec 504; ; 4 Temperature setting shall be set to !20' F or 49' C per Ll3EC Sec. 5043 5 5h'nowers and lavatories Somali INmit flow to less tray or - to, 25 g pm per ,X*C Sec 504,8; and LJAC 5! -56 -0400 01aipter 4 Sec 402323. 6. ROOF /Ceiling ;rsulation to conform wits. uac Sec 502;.45 A Baffles to maintain I' air space above insulation per u.iBC Sec 5053 B. Baffles to extend 6' vervca;k above noncompressed Batt insulation C. BaFries to extend 12' vertically above :oose fill wisuiat or. 1. Wall insulation to conforr, with LISEC Sec W,, . 4b A Al! Faced Batt insulation to be Face stac;eid to avoid comcress:or. E• rr!ctior sit urfaced oatts 9 F,cor insulation to conform with WSEC Sec. 502. ;.4 ". A Fa,ndetion vents to be w+etalied so that trine too or the vent is below. the .ower surface of the 'loor insuiation. 53 Attic aria crawl space access panels ars to as insutatad and weather stri pped to a leve' .xlu :vaiert to the insulation or the surrounding surfaces oar 'W6EC Sec 502:44 10. Motet" Control to conform wit! UII Sec. W.i.ib• A Floors to nave a one dry cup or less (e far m po :yethi or haft raced mater rated vapor barler installed on the warm side of the ne,.,atior per ,4SEC Sec 50. 10.7 9. uAlis to nave a vapor ret arder iL Recessed Ilcriti edA ng flxtuTes to comply a till WSEC sect or 5M 4 4 K.�wa 0 5ii .neulatior a installed and sciLivalerr. to the ru,rea ,wall R- vakres as shown in tables 6- or 6 -2. 13 5tx 'b , I.. knAm polyethylene ground cover shall be 4!d over the ground witimir craw' spaces The ao'Valrt ere grOuna Cov 'to iG be Ov erlavpea a m, ritrlum Or 14 at the ;Oiots and extend throuohnout the crawl space to the rourdat!or waI per :JSEC Sec 5M.1b''. - W A' ex or doors except 20 m,n,,te cbors sham as weather stripped der W%C Sec 52n43b 1b Seri ce hot ono cola ,i,a tair pip fig in .rcond .,oneo Spaces Wa i l be nsu a tea per ,X*C- Sec 5473 anal ulAC Chapter ; -56 b s g ta eat in urc01'td ti ceto e so sin be •nau lateo to a r ir of R -8 der - Sec 5034 tiL45iori NG ST47 AiR 044 ACT A Air ieaxaae staroaroa tr, comp:y With 4,ISEC Sec 50'143. B The'oi , owlna areas are -t a ir ed to tie 6wAol sea caskerted or wea?Ws'_ 7ooso :O ;1m . air isa«aae oar 46EC Sec 50. L Exteror jo;orts aroma Window and door frames. Over.nas betwaer wai a and Fotnda :•or. 3. Ouerin oetweer ,,ai.e and roof ano Wa" panels 4 Open mgrs At pane :rat-oM of utility sery ces :hrouLo wis!!s, Floors, and roors, and 5 Qper ids in the po -ding erve opal END DYSION I- r C4 w �I a P" Cr Q 06111 0 00 t 0 Z 04 � as t; ? LD W (D I" AQ � a A az Z �a W . !* = ,Z U � Go @ y :C z .4< EM84 1-4 r :5- M. CA If k Z fi V. C3. fi f �- O. � 1 ~ � � . W +.. .r, "J' , .- lr M-' ~ Ill, -. � • � � . , �, tom,.' ` 'r' m - ., (I � Ir, � s � °C 1 '`�. kr--•- O'- I� .0- . 1" 4 it !I `i . i . THE )B NO.: SHEET Al LE (� S 89d20'56" 26.4 E s' '••� ' [ 1 3 9 -22 ' I • • w•w.r.. . w.i. . . � 7 � 1 5 6.1 7' I IV 14 YSTO 1 4 �YALL --------- - - - - -- ----- - - - - -- --------- .-------- - -L-�� T• W. � .5H' i / ��. I + �� 4 , CB 31 B le / - 1 1 11 RfM --III 155.0 7. C Onslructio�n ?Ilmilto,rifig . • a. The ap .hall retain a ►eotechnical pp � engineer to monitor the , during construction. The applicant shall preterahly retain the geotechnical ` engineer who prepared the final geotechnical recommendations • � and reviewed the plans and specifications. ifa different consultant is retained by the owner. the � new geotechnical engineer shall submit a letter to the City stating whether or not he'she agrees with the opinions and recommendanons of the original geotechnical engineer. Further recommendations. -� signed and sealed by the geotechnical engineer. and support data shall be provided should there be •�� exceptions to the original recommend- it ions. b. The geotechnical engineer shall monitor. •� Burin_ construction. compliance with the recommendations in (lie geotechnical report. particularly site excavation. shoring. soil support for foundations includit•,_ ,piles. subdrainage installations, soil compaction and any other geotechnical aspects of the construction. Unless otherwise approved by the City. the specific recommendations contained in the soils report must he implemented by the• owner. The gee, technical engineer shall make written. dated monitoring reports on the progress of the construction to the City at such timely intervals as shall be specified. Omissions or deviations from the approved plans and specifications shall he immediately reported to the City. The final construction monitoring report shall contain a statement from the geotechnical engineer that. based upon his or her professional opinion. site observations and testing durnng the m of the construction. the completed development substantially complies with the recommendations in the geotechnical report and with all geotechnical- related permit requirements. Occupancy of the project will not he approved until the report has been reviewed and accepted by the Director. 8. Cmiditioning and Denial nI ' Use or Develolmienis. a. Substantial weight shall be given to encttrtns► continued %lope Stahility and the resulting public health. safety and welfare in detennining whether a development should he allowed. b. The City may impose condiw that address site -work problems which could include. but are not limited to. limiting all excavation and drainage installation to the dryer season. or sequencing a ctivities such its installing erosion control and drainage systems well in advance of coostructicmn. A perinit will be denied if it is determined by the Director that the development will increase the potential of soil movement that results in an unacceptable risk of damage to tile proposed development. its site or adjacent properties. GEOTECHNICAL NOTE ARCHITECT /STRUCTURAL ENGINEER, REVIEWED THE GEOTECHNICAL REPORT, TITLED J��' 15 PREPARED AND DATED i WCr 4 I UN ERSTAND THE REPORT'S RECOMMENDATIONS, I EXPLAINED TO THE OWNER THE RISKS DUE TO SLIDES AND I INCORPORATED THE RECOMMENDATIONS INTO THE DESIGN. I ESTABLISHED MEASURES TO REDUCE POTENTIAL RISK OF INJURY OR DAMAGE THAT MI9HT BE CAUSED BY ANY EARTH MOVEMENT PREDICTED IN THE REPORT. SIGNATURE 1 --�. .DATE OWNER SIGNATUR DATE3��2' �� GEOTECHNICAL NOTE I THE ,'+ARCHITECT /STRUCTURAL ENGINEER, REVIEWED THE GEOTECHNICAL REPORT, TITLED PREPARED BY AND DATED_ I UNDERSTAND THE REPORT'S RECOMMENDATIONS, 1 EXPLATNE&440.444-94WX" THE - T + TA- 13* 15'Af - £fit T-* V j I SIGNATURE DATE •Z _ V IMPERVIOUS SURFACE AREA EXISTING IMPERVIOUS AREA 4 SF NEW IMPERVIOUS AREA 548 SF TOTAL PROPOSED IMPERVIOUS AREA 4,564 SF (AREA UNDER ROOF, DRIVES, & PATIOS) LOT AREA 12,899 SF 4,564 SF /12,899 SF (LOT AREA) • O 38 .10' .\ L 61 59' LOT COVERAGE w ` AREA OWNER: PROPOSED HOUSE AREA 1, IAN FOSTER 248 SF 13602 42ND AVE. S. LOT AREA 12 SF TUKWILA, WA 98168 PROPOSED LOT COVERAGE STREET ADDRESS: 1,255 SF /12,899 SF (LOT AREA) = 9.7% 13602 42ND AVE. S. MAXIMUM ALLOWABLE LOT COVERAGE 35% TUKR+ILA, WA 98168 NOTE: VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ALL EXISTING UTILITIES ARE TO REMAIN UNCHANGED. SITE PLAN , ka le 1' = 0-0 'FAX ASSESSORS #: 261200 -0010 ZONING: LDR 35' PEDESTRI & PUELC UT EASEMENT FA T r` x . �2) , Fri These INn 4 teen >rerie�rt the Fublic roe" Ilan wnt for emfm - with h torrent City etandar& k Be*" is Lind O do M ECF : sdoitt etalodla et orser. 71* papoo dlift. for the Megwn Of tit dal�t raft Wdb wide the dea dpletjoim W urwm �► , ER draw i>t>p Ober this dm WM void ft 000�ptenoe and wM ngoire t t+ewbmitdi o f RVbed dnwitlt� Find eooepteooe b to field an eoties by the Pubiie Walls vdhdn a IF P C DID LEGAL DESCRIPTION: LOT 1, FOSTERVIEW ESTATES, a ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 194 OF PLATS, PAGES 62 THROUGH 65, RECORDS OF KING COUNTY, WASHINGTON GEOTECHNICAL CONWLTANTS: TERRA ASSOCIATES, INC. 12525 WILLOWS ROAD, STE. 101 K I R K LA N D, WA 98034 4 0 STRUCTURAL ENGINEER ,TAM I ESON CONSULTING 733 7TH AVENUE STE. 108 K I R K LA N D, WA 98033 I; �J y a: a r rw"" of, . ev '` �, 0 ev, t� ON ''low TITLE 0e No.: 0004421 ;TAR'TING NO.: 03134434 A191 .� I i Cr Q Z Q r Cr 1 z Q- w J Vl W �r 0 (D rA 2 Q U O r Q a tZ � m S YI� Y +-� o CV I; �J y a: a r rw"" of, . ev '` �, 0 ev, t� ON ''low TITLE 0e No.: 0004421 ;TAR'TING NO.: 03134434 A191 .� CJ w Cr Q Z Q r Cr O Q- w J W �r 0 (D rA 2 Q W O LIJ r Q � O U I; �J y a: a r rw"" of, . ev '` �, 0 ev, t� ON ''low TITLE 0e No.: 0004421 ;TAR'TING NO.: 03134434 A191 CRAWL SPACE VENTS 1. CRAWL SPACE AREA 4 6F 2. CRAW,_ SPACE AREA / 150 = 43 SF OF VENT AREA REQUIRED 3. TYPIC4L VENT SIZE = 14 *x8'x,'I5 (15% V+ICIENCY) .58 SF PER VENT NE i FREE AREA 4. VENT .ARE•» 58 = 4 - 19 - VENTS REQUIRED 5. 5 _ VENTS SH- I (SEE PLAN FOR LOCATION) 6 5 _ - VENTS x 58 - 2.'b SF OF VE AREA PROVIDED. 1. VENTS SHALL BE COVERED OTN CORROSION RES ISTANT WIRE MESH WITH OPENING5 OF 11 ",4x. 8. VENTS LOCATED IN R!'''I JOIST MUST BE PERMANENTLY BAFFL WSEC 502.1.41 WALL LEGEND EXISTING Wy4LL5 = == EXISTING WALLS TO BE REMOVED NEW WALLS -� EXISTIN!s AND NEW WALLS �.BOVE - U.N.O. ExiST!Nrs FOUND. WALLS NEW F- CL.'ND. WALLS ia NOT= - -4Z— I REFER TO DETAIL I01 4 i 0 t 4- (U FOR ALL NON - STR;�CT�iR�,! IS�,IES. !.E. AN :WOK Bc� T 5FAC INC:, FOOTlNIG DR41N5. ETC. I) FOUNDATION DETAIL NM TO W.&E x �f3" lfa ''o• c. Toy' O2 FOUNDATION DETAIL 7YP' 45; 7m) () NOTE: /ER'F� ALL EX'STING CONDITION5 IOR TO CONSTRJGTiON NOTE: REFER TO RERORT 8` TERR4 A55OCIATE5, INC. DATED JAN. 16 2004 FOR GPOTECNN LAL 65UE COMFL I AN �E M r r. C �i U zl U X I t _ I 1 I �I M 111 A NSTAiL NEW EP5"r 1 �• INTO EXISTING CONC. 'RETAINING WALL { - EPDXY COLD N BASE j INTO PLACE + - - � 1 1 NEW 30'x30'xl0' „�` 1 GONG. PAD W: (; /� t t 0)%4 BARS Each WA 1 �P 1 1 L.. -...J Lr- .......� NEW IWAD'xt' GONG. PAD • STAIRS Wi (3) 4 BANS EACH r _ W AY. (a) T OTAL CEP -:2 9 I INSTAL' DETAIL 1142.1 - _�_- ' THEW MIA1 a , . 14 18'x24' CRA _ SPACE j 5� - ( ACCESS IN NEW EXTERIOR NEW I6'xIO' STRIP FOOTING I _ D 1 6 d CRIPPLE WALL r !W (2) 0 4 BAR5 CCWR4X . I 42.1 Lf P - ! 12 2 SIM. *4 BARS 18' LONG • 16' or - EPDXY GROUTED b' INTO 1 / r E XI$T RNG 8 CONC. WALL. NEW _4_ j w i ? NEW bxb POST W/C866 I D 1 t 42.1 TO LNPER51DE OF FLOOR a U t ��, 6EIEATI•IINCs i (3) •4 DOWELS E LL i x NEW _ � ....._ ...... _.............. — NEW .r._ . r...J INTO EXISTING ........ .. rJ � W �� � .. ..��� +.- wr ...... ._ .•. .... -. r ..r r . r- r , Q. .� .-- .wr. . rr -r -... w r 7 -. Ex.'STMG TO `1• IN j4C«4ANLsED r I EX1V•. DECK �ME .1i A I f - ------ -- - - -� L �. J I . I EXISTING FOLINDATION WALL - -� - - 6AW CUT EXIST. GONG. STEM t EXIST. EXIST. WALL TO PROVI ADEaX ATE I U4 I� SPACE 46 REGLIFED FOR NEW DUCT SYSTEM FROM EXIST. I r - -- - �.-- .. --- ..- ... r r . - w.... _ « -w ... Q WACE + i Existin g I i Storage CC%c:. 1 1 1 I t i I 1 1 1 � { t t s � i STI _ TAI 1 I LT 5 r t , Existing e I g Gara _ EXT +,s I i GONC r J } j 1 EXIST. r 1 - -- - - ---- --, 1 6 1 r 1 Existing Office 1 i I CARPET uj I 1 { 1 I 1 I I j I Ex15 — — 1 { EXISTNNG FIND. �L i 1 I 1 i 1 1 i 1 FOUNDATION /LOWER FLOOR PLAN GENERAL FRAMING NOTES J O V W r , I SEE COVER 5HEE FOR ALL GENERAL NOTES AND REQUIREMENTS. ,?. SEE TY PICAL P"ATERiALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND '` REQUIREMENTS CONCERNING PLU1`1B;NG, AND ELECTRICAL A TRUSS DESIGN BY MANUF. TR1,SS PLAN N SHOO 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A - TRU55 LOADING SEE DIV. 010001A SHEET A -1 'TRUSS SPAN PER FLOOR PLANS TRUSS YFF. PER ROOF FRAMING PLAN 1 6. ROOF FRAM!NG SPAC.iNG. 24' oz. UN.O. { b. ROOF PITCH- EXTERIOR PER ELE ✓ATION INTERIOR PER SECTION. ' '1. RAFTER TAIL 2x4. VERIFY. ; 8. ROOF TAIL AND RAKE O PER ROOF PLAN. i % ALL HEADERS ARE 4x10 DF '2 UN.O PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND ( 2) TRIMMER STUDS OVER 4'-V' UN.O. _ SEE DIV. 06100 5HEET A - t FOUNDATION KEYNOTES PS CONCRETE STEM WALL ' WIDE WITH MIN. 15'x1' L _ _ J L. -.... ! FP - F FOOTING SEE DETAILS FOR ADDITIONAL 10' -6 1/2' 3' -5 i/2' SEE DIV. 3 5HEET A - 1 > CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' � I ; FOOTING. SEE DETAILS FOR ADDITIONAL ;. jk32' - 0' (FIELD VERIFY) HELD VERIFY) ' C 1 i t26' -0' (FIELD VERIFY' 4 1 4 1 PROVIDE THICKENED EDGE AT DOOR ' ! j„ NEW o -x-(3) 04 DOUEL5 EPDXY GROUTED bxb POST ON CBbb. 1' ABOVE SLAB ON w INTO EX I S TING RETAINING WALL -`� 3 36'x36'x8' MAT FOOTINCs ON SOLID SUBSTRATE W /(4)'4 BAR EACH WAY. SEE DIV. 3 SHEET A - , NEW CRAWL S PACE VENTS TO 3E INSTALLED FP 6 CRAWL SPACE VENT. SEE CALCULATION BELOW. WITHIN CRIPPLE WALL BETWEEN FLOOR FP - 5 C W i 1 New FP -6 JOIST - rrP F P - 5 I i Crawl Spade ' ' ' .... 4 Sim MIL VP NEW WW CONC. STEM WAIL 8 WIDE W/ 16' 0' FOOTING. FOR ADDITI 1 FP- 5 ,� �_ _, _� INFORMATION REINFORCING :SEE I 9 I INSTAL' DETAIL 1142.1 - _�_- ' THEW MIA1 a , . 14 18'x24' CRA _ SPACE j 5� - ( ACCESS IN NEW EXTERIOR NEW I6'xIO' STRIP FOOTING I _ D 1 6 d CRIPPLE WALL r !W (2) 0 4 BAR5 CCWR4X . I 42.1 Lf P - ! 12 2 SIM. *4 BARS 18' LONG • 16' or - EPDXY GROUTED b' INTO 1 / r E XI$T RNG 8 CONC. WALL. NEW _4_ j w i ? NEW bxb POST W/C866 I D 1 t 42.1 TO LNPER51DE OF FLOOR a U t ��, 6EIEATI•IINCs i (3) •4 DOWELS E LL i x NEW _ � ....._ ...... _.............. — NEW .r._ . r...J INTO EXISTING ........ .. rJ � W �� � .. ..��� +.- wr ...... ._ .•. .... -. r ..r r . r- r , Q. .� .-- .wr. . rr -r -... w r 7 -. Ex.'STMG TO `1• IN j4C«4ANLsED r I EX1V•. DECK �ME .1i A I f - ------ -- - - -� L �. J I . I EXISTING FOLINDATION WALL - -� - - 6AW CUT EXIST. GONG. STEM t EXIST. EXIST. WALL TO PROVI ADEaX ATE I U4 I� SPACE 46 REGLIFED FOR NEW DUCT SYSTEM FROM EXIST. I r - -- - �.-- .. --- ..- ... r r . - w.... _ « -w ... Q WACE + i Existin g I i Storage CC%c:. 1 1 1 I t i I 1 1 1 � { t t s � i STI _ TAI 1 I LT 5 r t , Existing e I g Gara _ EXT +,s I i GONC r J } j 1 EXIST. r 1 - -- - - ---- --, 1 6 1 r 1 Existing Office 1 i I CARPET uj I 1 { 1 I 1 I I j I Ex15 — — 1 { EXISTNNG FIND. �L i 1 I 1 i 1 1 i 1 FOUNDATION /LOWER FLOOR PLAN GENERAL FRAMING NOTES J O V W r , I SEE COVER 5HEE FOR ALL GENERAL NOTES AND REQUIREMENTS. ,?. SEE TY PICAL P"ATERiALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND '` REQUIREMENTS CONCERNING PLU1`1B;NG, AND ELECTRICAL A TRUSS DESIGN BY MANUF. TR1,SS PLAN N SHOO 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A - TRU55 LOADING SEE DIV. 010001A SHEET A -1 'TRUSS SPAN PER FLOOR PLANS TRUSS YFF. PER ROOF FRAMING PLAN 1 6. ROOF FRAM!NG SPAC.iNG. 24' oz. UN.O. { b. ROOF PITCH- EXTERIOR PER ELE ✓ATION INTERIOR PER SECTION. ' '1. RAFTER TAIL 2x4. VERIFY. ; 8. ROOF TAIL AND RAKE O PER ROOF PLAN. i % ALL HEADERS ARE 4x10 DF '2 UN.O PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND ( 2) TRIMMER STUDS OVER 4'-V' UN.O. _ SEE DIV. 06100 5HEET A - t FOUNDATION KEYNOTES PDXY GROUTED FP -6 ALL CRIPPLE WALLS ARE 2xb OR 3x4 111 16' o.c'. GONG. STEM WALL UN.O. 14' MIN STUD LENGTH PER UBC SEE DIV, b SHEET A - 4x10 BEAM LINE. MIN. 1' CLEAR.4NCE FROM CONCRETE AT END OF BEAMS SEE DIV. b SHEET A -1 4x4 PRESSURE TREATED POST ($CAB POST AND FP -g BEAM WITH 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4xfb POST • BEAM SPLICE t POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL 16/Di. SEE Div. b SHEET A -I h b MIL BLACK POLYETHYLENE GROUND COVER F9 ON GRADE. SEE Div. 1 SHEET A -1 7 FP - ELECTRICAL SERVICE: PROVIDE (1) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE r AND (1) 5/8'40' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DI 16 AND VERIFY W i S 1 TE CONDITIONS FP -lf BLOCK OUT IN STEM WALL 'FOR DOORS, HvAC, ETC AS REQUIRED FP -12 18'44' CRAWL SPACE ACCESS. !NSULATE AND WEATHER STRIP, SEE Div. 010022 SHEET A -122 1�uI FP - AD Ch_c.,KIN ADJACENT JOIS OF SAME SIZE AS 24 MAT FOOTING ON SOL ID SUBSTRATE pks W/ (2)'4 BAR EACH WAY OR !2'x STRIP FOOTING 4 G � PER DETAIL 16/Di 2 7 1� �P + 3O'x3O'X1' MAT FOOTING ON SOLID SUBSTRATE Q I W/ (2) 0 4 BAR EACH WA" OR 15'x1' STRIP FOOTING �G PER DETAIL 1610i. O « FP - 36'X3(P MAT FOOTINCs ON SOLID SUBSTRATE ► " i 9 W/ (2) 0 4 15AR E ACH WA`' ' FP -17 1 STUB STEEL 12' INTO SLAB i 12'oc X I FLOOR JOIST w; FP_lg) SEE DIV. 6 SHEET A - F1°� 19 4x8 BEAM LfNE, SOLID 5 L OCKING BETWEEN JOIST OVER SUPPORT. SEE D'VISION 06100 SHEET A -1 FP - PROVIDE SOLID BLOCKING THRU ,1015T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS -ABOVE AND BELOW SEE D ! v. b SHEET A-1 L f R - MIN. I' CLEARANCE FROM CONCRETE AT END OF BE AM5 FP"2? JI EXTEND PIER MIN !8' BELOIJ SURROUND'NCs GRADE FF' -23 J 3' DIAMETER STEEL POST FP -24 EDGE OF CONCRETE SYMBOLS &LEGEND -] Q POINT LOAD FROM ABOVE PO!N7 LOAD FRO- ABOVE POINT LOAD TR,r NSFERiNG DOLT` g � �o� POINT LOAD TR �►NSFE R 'VCs DOL N ,tit LOAa 1NG HANGER r POINT LOAD TR4NSFE2ED B*' <CKEQ � 01 FOLD DOWN J)r'ra4 SIB DES'GNATION VER S T R-:P WIITN SIZE 7ESIGNAt'ON TO BE USED ON F,_ 00R BELOW gTxx r}+O�e'�ONTAL STI;?,.:.P U"W S IZE DESIGNA O 11140 1CA*ES SE.11'" I CALCUL-ATiON dP'I•H MDE XE D NUS" IBE R " ---• -� frll+4LL Al30VE "" JALL BELOW NOTE UNLESS OTHER.ISE NOTED. ENGINEER v4 AND CALCUL ARE NOT PROVICED IN THESE CR_40%a S. � z O ~ L a c� Y Y Y CO Y Y Y � m o sr��i o t w ► U uJ LL 41) i?__ O Cr W 0 10 0- 0- LL V) J xj W 0 G Z W° 0 Cr 5- O U �o ' U � G Q. � t �. d S - et M, .0 r—� 'i 111 : r . (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� PS CONCRETE STEM WALL ' WIDE WITH MIN. 15'x1' FP - F FOOTING SEE DETAILS FOR ADDITIONAL INFORMATION. ' SEE DIV. 3 5HEET A - 1 > CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FP - 2 C FOOTING. SEE DETAILS FOR ADDITIONAL ;. *FORMATION. SEE DIV. 3 SHEET A - 1 ' C CONCRETE SLAB ON GRADE $►-TALL BE 4' THICK -3 S STEEL TROWELED FINISH, W/ (vxb W1.4xW1A WWF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR } PROVIDE THICKENED EDGE AT DOOR ' SEE DIV. 3 SHEET A - bxb POST ON CBbb. 1' ABOVE SLAB ON w -`� 3 36'x36'x8' MAT FOOTINCs ON SOLID SUBSTRATE W /(4)'4 BAR EACH WAY. SEE DIV. 3 SHEET A - , CRAWL SPACE VENT. SEE CALCULATION BELOW. FP - 5 C SEE DIV. 1 SHEET A - 1 1�uI FP - AD Ch_c.,KIN ADJACENT JOIS OF SAME SIZE AS 24 MAT FOOTING ON SOL ID SUBSTRATE pks W/ (2)'4 BAR EACH WAY OR !2'x STRIP FOOTING 4 G � PER DETAIL 16/Di 2 7 1� �P + 3O'x3O'X1' MAT FOOTING ON SOLID SUBSTRATE Q I W/ (2) 0 4 BAR EACH WA" OR 15'x1' STRIP FOOTING �G PER DETAIL 1610i. O « FP - 36'X3(P MAT FOOTINCs ON SOLID SUBSTRATE ► " i 9 W/ (2) 0 4 15AR E ACH WA`' ' FP -17 1 STUB STEEL 12' INTO SLAB i 12'oc X I FLOOR JOIST w; FP_lg) SEE DIV. 6 SHEET A - F1°� 19 4x8 BEAM LfNE, SOLID 5 L OCKING BETWEEN JOIST OVER SUPPORT. SEE D'VISION 06100 SHEET A -1 FP - PROVIDE SOLID BLOCKING THRU ,1015T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS -ABOVE AND BELOW SEE D ! v. b SHEET A-1 L f R - MIN. I' CLEARANCE FROM CONCRETE AT END OF BE AM5 FP"2? JI EXTEND PIER MIN !8' BELOIJ SURROUND'NCs GRADE FF' -23 J 3' DIAMETER STEEL POST FP -24 EDGE OF CONCRETE SYMBOLS &LEGEND -] Q POINT LOAD FROM ABOVE PO!N7 LOAD FRO- ABOVE POINT LOAD TR,r NSFERiNG DOLT` g � �o� POINT LOAD TR �►NSFE R 'VCs DOL N ,tit LOAa 1NG HANGER r POINT LOAD TR4NSFE2ED B*' <CKEQ � 01 FOLD DOWN J)r'ra4 SIB DES'GNATION VER S T R-:P WIITN SIZE 7ESIGNAt'ON TO BE USED ON F,_ 00R BELOW gTxx r}+O�e'�ONTAL STI;?,.:.P U"W S IZE DESIGNA O 11140 1CA*ES SE.11'" I CALCUL-ATiON dP'I•H MDE XE D NUS" IBE R " ---• -� frll+4LL Al30VE "" JALL BELOW NOTE UNLESS OTHER.ISE NOTED. ENGINEER v4 AND CALCUL ARE NOT PROVICED IN THESE CR_40%a S. � z O ~ L a c� Y Y Y CO Y Y Y � m o sr��i o t w ► U uJ LL 41) i?__ O Cr W 0 10 0- 0- LL V) J xj W 0 G Z W° 0 Cr 5- O U �o ' U � G Q. � t �. d S - et M, .0 r—� 'i 111 : r . (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� F1°� 19 4x8 BEAM LfNE, SOLID 5 L OCKING BETWEEN JOIST OVER SUPPORT. SEE D'VISION 06100 SHEET A -1 FP - PROVIDE SOLID BLOCKING THRU ,1015T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS -ABOVE AND BELOW SEE D ! v. b SHEET A-1 L f R - MIN. I' CLEARANCE FROM CONCRETE AT END OF BE AM5 FP"2? JI EXTEND PIER MIN !8' BELOIJ SURROUND'NCs GRADE FF' -23 J 3' DIAMETER STEEL POST FP -24 EDGE OF CONCRETE SYMBOLS &LEGEND -] Q POINT LOAD FROM ABOVE PO!N7 LOAD FRO- ABOVE POINT LOAD TR,r NSFERiNG DOLT` g � �o� POINT LOAD TR �►NSFE R 'VCs DOL N ,tit LOAa 1NG HANGER r POINT LOAD TR4NSFE2ED B*' <CKEQ � 01 FOLD DOWN J)r'ra4 SIB DES'GNATION VER S T R-:P WIITN SIZE 7ESIGNAt'ON TO BE USED ON F,_ 00R BELOW gTxx r}+O�e'�ONTAL STI;?,.:.P U"W S IZE DESIGNA O 11140 1CA*ES SE.11'" I CALCUL-ATiON dP'I•H MDE XE D NUS" IBE R " ---• -� frll+4LL Al30VE "" JALL BELOW NOTE UNLESS OTHER.ISE NOTED. ENGINEER v4 AND CALCUL ARE NOT PROVICED IN THESE CR_40%a S. � z O ~ L a c� Y Y Y CO Y Y Y � m o sr��i o t w ► U uJ LL 41) i?__ O Cr W 0 10 0- 0- LL V) J xj W 0 G Z W° 0 Cr 5- O U �o ' U � G Q. � t �. d S - et M, .0 r—� 'i 111 : r . (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� w ► U uJ LL 41) i?__ O Cr W 0 10 0- 0- LL V) J xj W 0 G Z W° 0 Cr 5- O U �o ' U � G Q. � t �. d S - et M, .0 r—� 'i 111 : r . (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� Q. � t �. d S - et M, .0 r—� 'i 111 : r . (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� (If JOB NO.: 03"422 STARTING NO.: 0304421 A2.11 SLAB ON GRADE .x� Y s Y S c� v I 'J V • �i Y, r a { r I { • _ P.T. 4xC OF. ♦} " , dl { NEW 3 GLB 24F -V4 DFOF 2 Fi NEW CONT PT 4A Df �I 1 � « 1 WALL LEGEND III EX'S i 1 NI!� WALLS == = EXISTING WALLS TO BE REMOVED -- --:•T NEW UJAL L S - I EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND, WALLS NEW FOUND. WALLS tiOfiE: /Er'F� ALL EXI STING CONDITION5 �R10R TO CON5qTR;.4'CTI0N AIN FLOOR FRAMING PLAN Q6 v%��N 0 1 , 3 0 0% -. PLATE HEIGHT f- - ` - N cr o, w . � a I- o lift .- BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE r O a - L� S I x U 6 f D OWN BELOW JOISTS MEW _�_ 0 P /4 _n ' L--- --- - -- b' - 0' or- TO TRUSSES BELOW. ° 41) • LLJ , ; A / A -j LAJ z } Q ;A o �0 I� RFCFIVS ;D � U 3 'C r~ MAR c. . • C13 Y Y m o Q U fa I i ' � � y r NEW 2x P.T. LEDGER 1 ' 4 ALL FLOOR JOIST ARE: OVER CANTILEVERED RIM 1 Illb TJ I ilea's s 192 O.C. U)/I ROW OF LAG 80LTS • ib ' oc - — p- SEE DIV. 06100 1 START r : �� 30/2 ' 1�' G TILE RE RIM ( ;F FRAMING HERE . L J ` L L L WALL LEGEND III EX'S i 1 NI!� WALLS == = EXISTING WALLS TO BE REMOVED -- --:•T NEW UJAL L S - I EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND, WALLS NEW FOUND. WALLS tiOfiE: /Er'F� ALL EXI STING CONDITION5 �R10R TO CON5qTR;.4'CTI0N AIN FLOOR FRAMING PLAN Q6 v%��N 0 1 , 3 0 0% -. f PLATE HEIGHT f- - ` - N cr o, w . � a I- o lift .- BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE r O a - f PLATE HEIGHT U Fw- - ` - V' cr o, w . � a I- o w w BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE O a - L� S I x U 6 f D OWN BELOW JOISTS MEW _�_ 0 P /4 _n ' L--- --- - -- b' - 0' or- TO TRUSSES BELOW. ° 41) • LLJ , ; A / A -j LAJ z } Q ;A o �0 I� RFCFIVS ;D � U 3 'C r~ MAR c. . • C13 Y Y m o Q U fa f PLATE HEIGHT U Fw- - ` - V' cr o, w . � a I- o w w BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE O a - L0 S I x U 6 f D OWN BELOW JOISTS MEW _�_ 0 P /4 _n ' L--- --- - -- b' - 0' or- TO TRUSSES BELOW. ° 41) • LLJ , ; A / A -j 2X6 CEILING JOISTS • 24' OC + I— } Q ;A o Z I� RFCFIVS ;D � O 3 'C r~ SYMBOLS & LEGEND Q 'POINT LOAC FROf -- .ABOVE ; O' N 4 1- 6 IPO'N7 -OAD FROM ,:.HOVE ,J LOAD;NG Do 'POINT LOoI DOWN ki POINT LOAD TR.'•NSFER!NG DOWN uJ /' O"DING ! P v HANGER POINT LOAD TRANSFERED BY K' :K.ER /v HOLD DOWN UJFT*4 SIZE DESIGNATION ti VE R'ICA L STROP 044 SIZE DESIGNATION 1 TO BE USED ON L 002 BELOW ATxx UK)R'ZONTAL STRAP X"W SIZE DESiGNA''ION O INDICATES BE AM CALC'JL. AT ION a r w tvDE xED MUMME =:=:r- MAALL ABOVE -t 77 Tr .,JMLL BELOW NQ?E. UNLESS 0T*4ElZ.'SE 'VOTED. ENGINEERNG AND CAL CAA,. �T'ONS ARE NOT PROVIIDED IN 'HESE DRALL t1 jr 11T1F JOB NO.: - 0304411 1 STARTING NO.: 03044A% >�ai. v SHM b 0 i r , _ ._ ... . ..� ......_,..,r -._. ... '. ..... -�.... .... .� . ..wr �.., .._, -, .- .,�..�. �...... ... ._.i- ...- . -�.- ,1►�M'�: '?..- u ;�y�E.Y'A���..�:c:.a�, .a. .,p. M'1►1 " "7, }•ss:'sL ��. r- :. . ,.. �., '. .. .�,, w�, _ �. .�� ,�rq..:,.• M GENERAL FRAMING NOTES .I. 6EE COVER SHEET FOR ALL GENER --►L 6 40TES AND REQU 2. SEE TYPICAL "IATERIAL$ L18T ON 5EC'ION $MEET 31. SEE :OVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, --JND ELECTRICAL. A. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A- . TRUSS LOAD SEE DIV. 010001 A S+ - H EE T A-1 • TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 15. ROOF FRAM tNG S 'AC ING, 24' v c. UN.O, l6- ROOF PITCH- EXTERIOR PER ELEVA T!ON YVTERIOR PER SECTION. f 1. RAFTER TAIL 2x4. VERIFY. ! B. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. I 9. ALL 44EADERS ARE 4x10 DF 0 2 UN.O. PROVIDE l U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A-1 FRAMING PLAN KEYNOTES J" Sim,_ - PLATE HEIGHT c - ` - F -lIa SEE DIV. 06100 SHEET A -1 o, - F - OF BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE EXTENDS DOWN BELOW JOISTS - cis S I imalc ALLOW FOR HVAC OVER BEAM AND BEAM BUMP$ f D OWN BELOW JOISTS MEW _�_ F - 14 P /4 _n ' L--- --- - -- b' - 0' or- TO TRUSSES BELOW. F , ; A / A -j 2X6 CEILING JOISTS • 24' OC + i i NE P /4'xitlu' L6L • 19?' a c RFCFIVS ;D 3 'C Al A MAR c. . • CeIUIER SYMBOLS & LEGEND Q 'POINT LOAC FROf -- .ABOVE ; O' N 4 1- 6 IPO'N7 -OAD FROM ,:.HOVE ,J LOAD;NG Do 'POINT LOoI DOWN ki POINT LOAD TR.'•NSFER!NG DOWN uJ /' O"DING ! P v HANGER POINT LOAD TRANSFERED BY K' :K.ER /v HOLD DOWN UJFT*4 SIZE DESIGNATION ti VE R'ICA L STROP 044 SIZE DESIGNATION 1 TO BE USED ON L 002 BELOW ATxx UK)R'ZONTAL STRAP X"W SIZE DESiGNA''ION O INDICATES BE AM CALC'JL. AT ION a r w tvDE xED MUMME =:=:r- MAALL ABOVE -t 77 Tr .,JMLL BELOW NQ?E. UNLESS 0T*4ElZ.'SE 'VOTED. ENGINEERNG AND CAL CAA,. �T'ONS ARE NOT PROVIIDED IN 'HESE DRALL t1 jr 11T1F JOB NO.: - 0304411 1 STARTING NO.: 03044A% >�ai. v SHM b 0 i r , _ ._ ... . ..� ......_,..,r -._. ... '. ..... -�.... .... .� . ..wr �.., .._, -, .- .,�..�. �...... ... ._.i- ...- . -�.- ,1►�M'�: '?..- u ;�y�E.Y'A���..�:c:.a�, .a. .,p. M'1►1 " "7, }•ss:'sL ��. r- :. . ,.. �., '. .. .�,, w�, _ �. .�� ,�rq..:,.• M GENERAL FRAMING NOTES .I. 6EE COVER SHEET FOR ALL GENER --►L 6 40TES AND REQU 2. SEE TYPICAL "IATERIAL$ L18T ON 5EC'ION $MEET 31. SEE :OVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, --JND ELECTRICAL. A. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A- . TRUSS LOAD SEE DIV. 010001 A S+ - H EE T A-1 • TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 15. ROOF FRAM tNG S 'AC ING, 24' v c. UN.O, l6- ROOF PITCH- EXTERIOR PER ELEVA T!ON YVTERIOR PER SECTION. f 1. RAFTER TAIL 2x4. VERIFY. ! B. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. I 9. ALL 44EADERS ARE 4x10 DF 0 2 UN.O. PROVIDE l U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A-1 FRAMING PLAN KEYNOTES J" Sim,_ - PLATE HEIGHT c - ` - F -lIa SEE DIV. 06100 SHEET A -1 { - F - OF BACK FRAM IWx AND SOFFIT AREA AS ; REQUIRED TO ALLOW FOR HVAC DUCTING. c SEE DIV.15 SHEET A -1 Q RAKED PON WALL ON TOP OF LOWER ROOF FRAf 1 Wx t lEMBER5 SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL , ALIGN INSIDE FACE OF BEAM UI TH OUTSIDE - F -4 FACE OF WALL F -S UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE EXTENDS DOWN BELOW JOISTS - a S I imalc ALLOW FOR HVAC OVER BEAM AND BEAM BUMP$ f D OWN BELOW JOISTS MEW _�_ F - 14 P /4 _n ' L--- --- - -- b' - 0' or- TO TRUSSES BELOW. F , ; A / A -j 2X6 CEILING JOISTS • 24' OC + i i NE P /4'xitlu' L6L • 19?' a r �r 1 Sim. D1 NEW P /4 ' LVL NEW M L 1 0 0 1 ! t i 1 EXISTING Il %' TJI FLOOR FRAMING 1 ! TO REMAIN INCHANGED { 1 � �X I STIIVG I t - i t E X IST BEAM TO t 4REMAlAl LW- m EX 15t r t z) Lu 1 f � 1 { 157. BEAM TO REPLAN JC+-+AW l L- - _... -.... _ .._�._— _,_.�— ._- - - - -__ IE X i !wj L _ EX15'ING PT. DECO , OIST$ � + TO REMAIN LW-4AW.%ED { 40� 4W� T4W� . It i { 1 sEX15 BE.1"" TO REMAIN WGN sL ....._ _ J r A � 7- JOISTS r l rj TOP OF BEAM 15 FLUSH UP BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAM MG MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT ' SEE CALCUL AT ION SEE DIV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DUG. SEE DIV. 06100 SHEET A -1 E_9 SEE ELEVATIONS AND SECTIONS FOR s PLATE HEIGHT c PRESSURE BLOCKING ' F -lIa SEE DIV. 06100 SHEET A -1 { FLUSH - BOTTOM OF BEAM EVEN W1 BOTTO - '' F - OF TOP OF BEAM FLUSH W/ TOP OF J015T AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ! F -13 ALLOW FOR HVAC OVER BEAM AND BEAM BUMP$ f D OWN BELOW JOISTS 2x6 OVERFRAMING • 24' OC. PROVIDE 2x6 F - 14 5TRONGBACK PURL INS AND 2x KICKERS AT b' - 0' or- TO TRUSSES BELOW. F -15 2X6 CEILING JOISTS • 24' OC + i i s c , { i.. ♦ :', t .. i •.:.n r nr:. •. Je6+ . •' /' !•. r,+l`,w . . •JN11���•�Ik `.+MMYl� > r x if Ca O 3. 4 -s () M C J LJ -- T C" / C7 C'7 r� Y: ly_ L Ift SYMBOLS AND LEGEND LJ FAN- DIRECT VENT TO OUTSIDE MECHANICAL PLUMBING, AND ELECTRICAL - BAT"R0OM5 /LAUNDR *1" 5C CFM MIN SYSTEM FOR UNITS. PER DIV. 15,16 SEE SHEET Al - K!TCt4EN 100 CFM '"!N. - Wi-iCLE ACUSE FAN too CFM MIN., VT06 EFUfR;Z1`4 Wr -SOLE 4OU$E ExNAUS' FAN CONNECTED A PROVIDE b' DIAMETER FRESH AIR 'NT.:4KE FROM 70 A 24• "10UR IMER - 100 CFM MiN. VTOS OUTSIDE ''O RE%RN AiR PLENUM ,-.►T FURNACE T, 4r"E -OST4 0 50' .'ABOVE FLOOR WITH MOTORi;_ED FLOW DAMPERS. 93. PROVIDE THE o:-L EXPANSION TANK AT WATER 11©� SMO<E DETECTOR PER UBC HEATER 11IITr1 BAT'ER` B -%CKUP INTERCONNECTED C. STRAP WATER �4EATER TO FRA"'1 AT TOP AND 50TTOI1. PER uPC SEC. 608.5 t U"1C SEC. 303.4 24 ✓yOJRR '""1ER TO WNOL E HOUSE FAN V. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. GLAZING CALCULATION SEE COVER SWEET FOR ALL GENER.:L NOTE TOTAL SF OF 162 GLAZING TO REMAIN .._._.,,.2203 SF TOTAL SF OF SF NEW GLAZING 60 SF TOTAL SF OF PROPOSED MAIN FLOOR ALL GLAZING 28 SF TOTAL SF OF HOME 2276 SF TOTAL % OF PROPOSED UPPER FLOOR GLAZING 123 S 5F. 15 CALCULATED U THE REQUIREMENTS SET FORTH IN THE WAS GTION STATE ENEWS CODE. REFER TO .ADDITIONAL DOCUMENTATION TO 637 SUPPORT METHODOLOG`I' OF PERFORMANCE PROPOSED GARAGE COMPL I ANCE SF WALL LEGEND III _-.- LY'STING WALLS - W =:= EXISTING WALLS TO BE REMOVED NEW WALLS i --= E XISTI NG AND NEW WALLS ABOVE - U.N.O. EXISTING FOUND. WALLS NEW FOUND. WALLS r NEW GAS STUB FOR B BQ VERIFY W 0"R - - NEW 2x4 RJRRED POR ION OF WAL_ TO WIDE NEW 5UILT - BEAM ABOVE FURR TO BOTTOM OF NEW VAULTED 0 CEILING 4 ALIGN OUTER EDGE OF FURRED WALL W/ BEAM ABOVE 14 �l Ui 7! U �I NI w l 7 �I Wf NOTE: VERIFY ALL EX'STW..; COhDMON5 =R'O;R TO CON5TRJC;TI0N '7 4 .. . • A NEW b'- 0'x5' -0' CONCRETE L AND I NG • GRADE, M TO CaRADE ° .. 10 3/4' 3 _ 1 0' -2 3/4' 3' -9 1r1' 1 � , NEW •36' HKsH RAILING NEW •3b' HIGH "LING New Cov ed Deck II New Deck P.T. WOOD DE ING I I fO - T. WOOD DECKING NEW � NEW �/ = .•.t T I v'-; I I RELOCATE NO3E BIB - AD HOT WATER HOSE -- - t4 - -O' ( FIELD ARIFY )1 BIB VERIFY W/00ER i 44- ; - - II29' -b' 2' -0' ' - 0 ' _IPA' -9 1/2' - II NE +RELOCATE „! 2050 506 _ _ - RELOCAT WNDOW I ' New l Nook i HDWD AT NEW ,f NEW ' VAULT VAULT 3' - b Ir1' t - 9 1/2' (FIELD I (FIELD VE R!FY) ION OF BEARING X� VERIFY) I WALL TO BE REMOVED 0 NEW BEAM 15 N PLACE i EXISTING I NOTE: REMOVE EXIST. FLOOR JOISTS ARE DECK PRIOR TO START OF CONSTRUCTION RELOCATED F.P. '0 i .gIV B J RELOCATE EXISTING .n u 1050 WNDOW �. s � - ......... +- — - �� _� .■. r- Y -i - ' o ' o PATCH WORK r � � • � '�` + 1• _ 1• AS REQUIRED - � RELOCATE EXISTING _ � t MOVE EXIS LING VERIFY) EXISTING FIREPLACE (` RE TO BE RELOCATED -� 4040 WINDOW WRAP Remodeled P W GWB PROVIDE WOOD Remodeled SILL CAP Kitchen M PD MATCH EXIST. COITIONS "' Family F 9'- O X I"DWD NOTE: ALL CABINETS CARPET w N REMAI � AWjF_ I f EXISTING T� — -� Existing 9 Dininnnnnnp • CARPE EXIST WALF WALL I p c, E ST. S T A IRS EXI T. To GNP- 1 1 Existing Entry 440U.V ST. 1� Existing Living CARPE X w P_4 i 6'•5 1 ?' b' - 1/ 4' i 4'_.0 1,4� Existing Exist. Covered »" Landing Porch ' i5R CONC o I,+✓pOrJ ; El ! T - Ex,5 1 I 1 1 l zzq A� 7 )<ISVNG TO RE'"14IN UNCHANGED MAIN FLOOR PLAN SQU ARE FOOTAG E SEE COVER SWEET FOR ALL GENER.:L NOTE EXISTING LOWER FLOOR 162 SF PROPOSED LOWER FLOOR 162 SF EXIST. MAIN FLOOR 835 SF PROPOSED MAIN FLOOR 1248 SF EXIST. UPPER FLOOR 866 SF PROPOSED UPPER FLOOR 66 SF PROPOSED TOTAL 276 SF EXIST. GARAGE 637 SF PROPOSED GARAGE 637 SF EXISTING DECKS 10 0 UPPER AN LOWER .INEN C._%B'NE - S BE REPLACED 0 SF PROPOSED PORCH /DECD 420 SF SDUARE FOOTAGE IS ME46I, 0 TO TWE OUTSIDE FACE OF �•��S. STAIRS ARE COuNTaED ONCE IN CAL.C,LATiONS. OPEN TO BE L OW SPACES ANO GARACSE3 ARE NOT I INC�r►DED IN GaiG�,�AT'ONS. 0 dcaw 114 *04 51-od, � w ti h H _..•• i uj l SEE COVER SWEET FOR ALL GENER.:L NOTE 0 W AND REQUIREMENTS. ,?. 0 P SEE DIV. 11 SHEET A —1 Cr w 41) � ~- o U 4. SEE TYPICAL t"+ATERIAL5 LIST ON SECTION tZ a SHEET , r2. cr MAR 2 4 200, c Q w 'PLUMBING, AND ELECTRICAL. f C/) J 0 COVER WALLS ADJACENT TO TUBS AND , t w Z i W 0 UPPER AN LOWER .INEN C._%B'NE - S 02 z ° iT AAA TO 10' ABOVE DRAIN INLETS. ; 0 (D Y le i Y I 2x6 5 %DS �Jf R -21 IN 1`11N. 0 00 a 4-, o O I Q -8 N � 0 i 8 MAX. RISER WIT" 10' MIN. RUN IF MORE M � " THAN (3) RISERS, HANDRAIL REQUIRED PER tI I R 18'44' CRAWL SPACE ACCESS. INSULATE AND .� SEE COVER SWEET FOR ALL GENER.:L NOTE 0 W AND REQUIREMENTS. ,?. 0 P SEE DIV. 11 SHEET A —1 Cr w 41) a� 0 4. SEE TYPICAL t"+ATERIAL5 LIST ON SECTION tZ a SHEET , r2. cr MAR 2 4 200, REQUIREMENTS CONCERNING "ECHANICAL, Q w 'PLUMBING, AND ELECTRICAL. f C/) J 0 COVER WALLS ADJACENT TO TUBS AND , t w Z i 0 C SHOWERS WITH NON -A T MATERIAL UPPER AN LOWER .INEN C._%B'NE - S 02 z ° iT AAA TO 10' ABOVE DRAIN INLETS. ; 0 IN T EGR, =-TED 1"',4KE JR AIR > I-- 0 SEE DIV. 05250 SHEET A -1 2x6 5 %DS �Jf R -21 IN 1`11N. 0 00 a Z Q -8 N � 0 i 8 MAX. RISER WIT" 10' MIN. RUN IF MORE M � THAN (3) RISERS, HANDRAIL REQUIRED PER O E r r F�•• � Fel � 1� i TRE Jos NO.: oJ STARTING NO.: 03044' °� r t .... -r ,! . .VY�.'� . .....� ..~• A �N y'IM�A M^ Mvr!w it w t'N .. .►.........._� ...- -. .. -.. ._.- ..-� ...,.• »•�... . -�, • .. +. r r` ^w , aw�..1ity �.+ �.r_i .R:•. �. «•icr •.- -A•.:. � -a �.. , '1 V ' �! . .. rr. .X LIP i . GENERAL PLAN NOTES L SEE COVER SWEET FOR ALL GENER.:L NOTE ' AND REQUIREMENTS. ,?. E'NERCs` AND AIR QUAIL ITY IPFOR -ATION P SEE DIV. 11 SHEET A —1 3. SEE BUILDING ELEVATION FOR WINDOW A. AT STAIRS 5LOP'E5 AT 3(,' OPERATION SEE Div. 8 SHEET A - 4. SEE TYPICAL t"+ATERIAL5 LIST ON SECTION GARAGE TO BE 18' MIN, ABOVE TOP OF SL AB. SHEET , r2. SEE COVER SWEET FOR ALL NOTES AND MAR 2 4 200, REQUIREMENTS CONCERNING "ECHANICAL, 'PLUMBING, AND ELECTRICAL. f P 61 ' -__ SEE DIV. 08b00 SHEET A -i P 36' GUARDRAIL PER UBC 50 , A. AT STAIRS 5LOP'E5 AT 3(,' • FLOOR PLAN KEYNOTES Q P- I OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X' GW$. TO ALL CEILING JOISTS, WALLS, POSTS AND BEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SHEATHING. APPLY (2) LAYERS OF 5/8' TYPE 'X' G.WB. TO TRUSSES AND TJI FLOOR JOISTS SEE DIV. 010025 SHEET A - I. 1 3/8' MM. SOLID CORE DOOR WITH SELF CLOSER P - TO BE TIGHT FITTING SEE DIV. 010025 5HEE T A - 1 P -3 STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 AND DETAIL 12/02. A. HEADROOM MIN. b' -8'. WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' P''AX. WT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 1 I/Z' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND II 1/2' MIN. CLEAR FROM WALL, RETLM4 RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER 5-TAIR W/ 5/8' TYPE 'X' G -WB. (2) LAYERS 41 CE ' L ING ARE AS. F. INTERMEDIATE BALUSTERS SHALL BE SPACEC W/ LESS THAN 4' BETWEEN BALUSTERS. OEE DIV. 01002.6 SHEET A -I. If L P-4 SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN is OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS o E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR 5OTTO"1 OF STAIRS SEE DIV. 08800 SHEET A -1 EGRESS WNDOW PER UBC, SECTION 310.4 -__ SEE DIV. 08b00 SHEET A -i P 36' GUARDRAIL PER UBC 50 IGNITERS FOR GAS FIRED APPLIANCES IN A. AT STAIRS 5LOP'E5 AT 3(,' • P -6 GARAGE TO BE 18' MIN, ABOVE TOP OF SL AB. L f -19 I '5' VE FOR MECHANIC.'*L. V MAR 2 4 200, SEE DIV. 15 SHEET A -1 CLE"R.aNCE .=+ALL SIDES PER .ABC f P COVER WALLS ADJACENT TO TUBS AND , t P - 20 i -1 SHOWERS WITH NON -A T MATERIAL UPPER AN LOWER .INEN C._%B'NE - S j ° iT AAA TO 10' ABOVE DRAIN INLETS. ; P -23 IN T EGR, =-TED 1"',4KE JR AIR SEE DIV. 05250 SHEET A -1 2x6 5 %DS �Jf R -21 IN 1`11N. P (2) LAYERS OF FLOOR SH EATHING OVER j f -8 FRAMING. P - 9 i 8 MAX. RISER WIT" 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER IUBC, SECTION 1006 SWEET A -1 ; 18'44' CRAWL SPACE ACCESS. INSULATE AND WEATH STRIP. SEE DIV. 010022 SWEET A -I P 22'x30' ATTIC SPACE ACCE55 W1 30' HEAD t - 11 CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 010021 SHEET A -1 ti 4� t P_i2 FLOOR MATERIAL BREAK LINE =-I WALL LINE ABOVE 11-3 I P_ 14 (WALL LINE BELOW 7 Z I - FIREPLACE A55E1i 1BLY NOTES- t� A. DIRECT /ENT FIREPLACES, INSTAL. PER MFG. SPECIFICATIONS, 5"ALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 0 "243 SHEET A 4 B ZERO CLEARANCE FIREPLACES 5 ? ! CONFORM TO UBC REQUIREMENTS. �c �►Q.. V W )% , G SEE DIV. 01002 8 SHEET A -1 . HEARTH S C HALi- CONFORM TO UBC REQUIREMENT. SEE DIV. 01002.8 AND S SHEET .` - 1 1D. FIRESTOP OPENINGS 0 PENETRATIONS AT EACH FLOOR PER U.5C. SECTION 114, P SEE SITE PLAN FOR ExTENT OF tJALKS I -16 AND DRI VEWA�'S P_i1 j 3' DI STEEL P057 P 36' GUARDRAIL PER UBC 50 -18 A. AT STAIRS 5LOP'E5 AT 3(,' RECEIVED ,•+BG VE 5' A i R NOS'NGS. �� �' IKw�I A L f -19 I '5' VE FOR MECHANIC.'*L. V MAR 2 4 200, CLE"R.aNCE .=+ALL SIDES PER .ABC SEE D i V. 15 Si-4EE T A -1 P - 20 °_ANT SHE PEA"T CENTER P_21 UPPER AN LOWER .INEN C._%B'NE - S x _22 ° iT AAA P -23 IN T EGR, =-TED 1"',4KE JR AIR P-24 2x6 5 %DS �Jf R -21 IN 1`11N. ( r R t. 1 . Y : , ta. 'W . '•J4f ygpk.)r f'• . 71 iKSt+Y+s:.V.1b1RA1Ri1�:x ' i� 9 1 ' � GENERAL FRAMING NOTES f :n U_ CV t G �v Cat 8 G r ry Wit• r-1 Y WALL LEGEND 111 1. EXISTING WALLS =Z EXISTING WALLS TO BE REMOVED IF I NEW WALLS ---- -- IEXISTING AND NEW WALLS ABOVE - UN.O. E XISTING FOUND. WALLS NEW FOUND. WALLS MOTE' IERIF*�' ALL EXISTING CONDITIONS �R'OR TO C0N5T;;ZJGT (ON TOP OF BEAh1 TO BE CLiPPW TO IAPIDERSIDE OF ROOF SHEATHING AT SA PE SLOPE AS ROOF -- - -- - -- •6' . l EXISTING J I N N t SIM. X!�T'NG w FRAMING PLAN KEYNOTES - v�y t; f 7 FLOOR /LOWER ROOF FRAMING PLAN berate WOW L ROOF VENT CALCULATION B ON m 7 mA HO LE$ P ER V ENT BL �ooF v NT CA 1A� oN .45C, sic = I ON 5 053 TOTAL ROOF A REA 420 SF/300 - _ e'U0 6F OF VENT .AREA RE 40 9r. AT EAVE a 056_ 6F REQUIRED 60 '1C • 36' (MIN) ABOVE SAVE 0&1 SF REQUIRED 3 ___ ROOF JACKS AT 50 SQ. IN. EAC14 = W SQ. IN. = L0 6F 28 LF. OF SAVE VENTS AT 33 SQ. INJLF= 924 ! SQ. IN.= 0,64 _ 0 GABLE END VENTS x 0 -- .6Q. IN. (NFAS ) E = SQ. IN. = — I i 0 _ GABLE END VENTS x 0 _ _SQ. IN (WAS) EA. 4 SQ. IN.= _SF 0 GABLE END VENTS x 0 6Q. IN. ('NFAS) EA. =0 SQ. IN. SF ± TO TAL ' VENTS PROVIDED j ROOF �,4CK5 * SF SAVE VENTS s 0_•6_4_ _ 6F GABLE END VENTS R SF TOTAL SF OF VEtiTS PROVIDED « L66 _ 6F • AREA "AY BE 1%300 lF A VAPOR RETARDER iS INSTALLED ON THE WARM SIDE OF T«4E ATTIC INSULATION UBC '50532 • EFFECTIVE VENT AREA BASED ON •A 30% REDUCT'CN DUE TO 114 *''E5H a�niwp Olt 2 , 200 W-00" cEgmF SYMBOLS & LEGEND 0 POINT LOAD °ROel ABOVE POINT -0"D FR01" "BOVE k1,' LO.AD.NG ® POIN` LOAD TRA.'NSFERI` _% DOWN h� l� eon POINT LOAD TR- ANSFER'S*G DOWN UY LOADI g �Q HANGER r POINT LOAD TR.:- NSFERED BY <'CKER L r HOLD DOWN �" 1-+ SIZE DESIGNAT VER CAL S T R.: P U TH 51ZE DES 1 TO BE .USED ON FLOOR BELOW T xx _ NOR'ZONTAL STRAP WMH SIZE DESIGNATION O I ND IC•ATES BE C ALCUL A'T :ON WITH RNDE xE D NUMBER WALL ABOVE �--� , ;ALL BELOW VTE: 104LESS OTHERW SE NOTED, ENGINEER'`vG -*0 CALCJLATIONS ARE NOT PRCVIDED IN T«4ESE OMe- LUJ�'VCsS REQUIREMENT$. �• SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING t"'EC44ANICAL PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANIJF. TRUSS PLAN O"OWN IS FOR GENERAL LAYOUT ONLY IDEE DIV. 6100 SHEET /.-I - TRUSS LOADING SEE DIV. 010007A SHEET A -i • TRUSS SPAN PER FLOOR PLANS • TRUSS TYPE PER RCOF FRAMING PLAN r7. ROOF FRAMING SPACING. 24' o.c. UN.O. ROUE PITCH- ExTERIOR PER ELEVA INTERIOR PER SECTION. '1- RAFTER TAIL 2x4. VERIFY. ' r B. ROOF TAIL AND RAKE OVERHANCs PER ROOF PLAN. 1 _ g. ALL WEADERS ARE 4x10 DF 0 2 U.N.C. PROVIDE (1) TRIMMER SCUD UP TO 4' - 0' SPAN 10 AND (2) TRIMMER STUDS OVER 4' -0' UN.O. WE DIV. 06100 SHEET 4 -1 w a� � 13 ACK FRAM ING AND SOFFIT AREA AS ilk r.•. .� F - 1 REQUIRED TO ALLOW FOR HYAC DUCTING. �. W SEE DIV.I5 SHEET A -1 e LL O RAKED PONY WALL ON TOP OF LOWER ROOF - ' F -2 FRAM NG MEMBERS SUPPORT MG JPPE R s ROOF FRAMING MEMBERS. • . F - ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE F -4 FACE OF WALL ---wW 2x LEDGER w F UPSET - BOTTOM OF BEAM EvETN ,1J/ BOTTOM OF • -5 JOIST AND TOP OF BEAM EXTENDS UP ABOVE 4 W 2xb RAFTERS W/ W JOISTS 2x4 CEILING JOISTS �I '411c tz 0 24' or- IL O U TOP OF BEAM IS FLUSH WITH BOTTOM OF z F - 0 b JOIST WITH NO TOP PLATE. CUB ADJACENT L9 FRAMING MEMBERS INTO BEAM =OR , 2 ADEQUATE SUPPORT. U) D2 `. ATTIC SPACE VENT F - � SEE CALCULATION �C Y SEE DIV. 01002 SHEET A -1 Opp ON p� d O FLOOR JOIST - SEE SCHEDULE DWG. e - g SEE DIV. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIG44T PRESSURE BLOCKING r EXIST. HEADER t WALL F "10 SEE DIV. 06100 SHEET A -I TO BE REMOVED TET'I 2 C RARILY SWORE UP FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM EXISTINC: FLOOR JOISTS F - 11 OF JOISTS PRIOR TO REMOvMG WALL. HANG EXISTING JOISTS FROM TOP TOP OF BEAM FLUSH IV! TOP OF JOIST AND BEAM EXISTMG RIM W/IUT211 HANGERS. F -12 EXTENDS DOWN BELOW JOISTS NOTE: - IN5T R SAM F -13 TOP OF BEAM 5' BELOW TOP OF JOIST TO f3L,qN PRIOR TO RE?"pyIN, ALLOW FOR HvAC OVER BEHM AND BEAM BUMPS TEMPORARY SHORNG DOWN BELOW JOISTS i 2x6 OVERFRAMING • 24' OC. PROVIDE 2x6 F -14 STRONGBACK PURLINS AND 2x KICKERS AT 6' -0' or- TO TRUSSES BELOW. F- i5 • 2x6 CEILING JOISTS 24' OC - v�y t; f 7 FLOOR /LOWER ROOF FRAMING PLAN berate WOW L ROOF VENT CALCULATION B ON m 7 mA HO LE$ P ER V ENT BL �ooF v NT CA 1A� oN .45C, sic = I ON 5 053 TOTAL ROOF A REA 420 SF/300 - _ e'U0 6F OF VENT .AREA RE 40 9r. AT EAVE a 056_ 6F REQUIRED 60 '1C • 36' (MIN) ABOVE SAVE 0&1 SF REQUIRED 3 ___ ROOF JACKS AT 50 SQ. IN. EAC14 = W SQ. IN. = L0 6F 28 LF. OF SAVE VENTS AT 33 SQ. INJLF= 924 ! SQ. IN.= 0,64 _ 0 GABLE END VENTS x 0 -- .6Q. IN. (NFAS ) E = SQ. IN. = — I i 0 _ GABLE END VENTS x 0 _ _SQ. IN (WAS) EA. 4 SQ. IN.= _SF 0 GABLE END VENTS x 0 6Q. IN. ('NFAS) EA. =0 SQ. IN. SF ± TO TAL ' VENTS PROVIDED j ROOF �,4CK5 * SF SAVE VENTS s 0_•6_4_ _ 6F GABLE END VENTS R SF TOTAL SF OF VEtiTS PROVIDED « L66 _ 6F • AREA "AY BE 1%300 lF A VAPOR RETARDER iS INSTALLED ON THE WARM SIDE OF T«4E ATTIC INSULATION UBC '50532 • EFFECTIVE VENT AREA BASED ON •A 30% REDUCT'CN DUE TO 114 *''E5H a�niwp Olt 2 , 200 W-00" cEgmF SYMBOLS & LEGEND 0 POINT LOAD °ROel ABOVE POINT -0"D FR01" "BOVE k1,' LO.AD.NG ® POIN` LOAD TRA.'NSFERI` _% DOWN h� l� eon POINT LOAD TR- ANSFER'S*G DOWN UY LOADI g �Q HANGER r POINT LOAD TR.:- NSFERED BY <'CKER L r HOLD DOWN �" 1-+ SIZE DESIGNAT VER CAL S T R.: P U TH 51ZE DES 1 TO BE .USED ON FLOOR BELOW T xx _ NOR'ZONTAL STRAP WMH SIZE DESIGNATION O I ND IC•ATES BE C ALCUL A'T :ON WITH RNDE xE D NUMBER WALL ABOVE �--� , ;ALL BELOW VTE: 104LESS OTHERW SE NOTED, ENGINEER'`vG -*0 CALCJLATIONS ARE NOT PRCVIDED IN T«4ESE OMe- LUJ�'VCsS REQUIREMENT$. �• SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING t"'EC44ANICAL PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANIJF. TRUSS PLAN O"OWN IS FOR GENERAL LAYOUT ONLY IDEE DIV. 6100 SHEET /.-I - TRUSS LOADING SEE DIV. 010007A SHEET A -i • TRUSS SPAN PER FLOOR PLANS • TRUSS TYPE PER RCOF FRAMING PLAN r7. ROOF FRAMING SPACING. 24' o.c. UN.O. ROUE PITCH- ExTERIOR PER ELEVA INTERIOR PER SECTION. '1- RAFTER TAIL 2x4. VERIFY. ' r B. ROOF TAIL AND RAKE OVERHANCs PER ROOF PLAN. 1 _ g. ALL WEADERS ARE 4x10 DF 0 2 U.N.C. PROVIDE (1) TRIMMER SCUD UP TO 4' - 0' SPAN 10 AND (2) TRIMMER STUDS OVER 4' -0' UN.O. WE DIV. 06100 SHEET 4 -1 w a� � 8 ilk r.•. .� U -i W OC ' LL O .y ti s CC t � 8 T U .� W LL O Q_ W 0 CC W C � XX LU w Q • LL 0 Q 4 W° W I— �I '411c tz IL O U z O L9 o U) m Y Y �C Y p� d O e t � U w T U .� W LL O Q_ W 0 CC W C � XX LU w Q • 0 Q 4 W° W I— �I '411c tz IL O U z L9 o U) � r t;. ^ 1 NZO �( • I ` w w I r. JOB NO.: 0304421 STARTING} NO.: 03044.05* O r n .. .�. , - �. r -•v. �..�•rr �►.r - :+: wry. SCAR"i.7.::. ^��1fyE1 . iR i Y t r N Y :v .r r-- Li ) c r, �v �7 r' t� �Y. L SYMBOLS AND LEGEND F--4N- DIRECT VENT TO OUTSIDE MECHANICAL, P ,_ UMBING, AND ELECTRICAL - 15ATNR:)01' /LAVNDR`► 50 CFM MIN 131 STEM FOR UN!TS. FER DIV. 1516 SEE SHEET Al - KI'04EN 100 CFI"' M;N. -WHOLE #40USE FA's; 100 CFm MIN,, VrOS ER N WN WHOLE HOUSE Ex4+AUST FAN CONNECTED 1 ( TO " 24 HOUR TIMER -100 CFI`" MIN, VTOS A%, PROVIDE 6' 0I4•'"1ETER FRESH AIR !NT FROM OUTSIDE 'O RET,:Rh A IR PLENUM AT FURNA [T THER"OST:. 0 50' ABOVE FLOOR WITH MOTORIZED FLOW D•'lMPERS. 15 . PROVIDE THERMAL EXPAN5ION TANK ,4T WA - ER 0 ll®v SMOKE DETECTOR PER UBC "EATER. W7 4 B.•%TTER` BACK, f= INTERCONNECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 608.5 t UMC 5EC. 303.4 T 24 �40JR TI'"!ER TO UM HOUSE FAN P. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE A t �t1 r � M o i 1 WALL LEGEND -'"._" E WALLS = EXISTING WALLS TO BE REt"'OVED III -.-- -- NEW WA LLS -- EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND WALLS NEW FOUND. WALLS 9 � ip IA r E GENERAL PLAN NOTES i A NEW ROOF LW BELOW I M N *W ROOF LNE BELOW --�- -- _.------- , ------ - - - - i• -- ' - - ---- NEWW.4LLLANE BELOW - - --- � � 1 I 32 r . I . •. s 6 ' 8' 41-31 51-19 2' -8 ii?' -1 'l2' 3' -II 1/1 5' -5 1/2 5' -5 1/2' 2x8 WALL FOR 5 -VENT Z 1 2040 1 2040 5040 -- .. RiS I L -. I YTOS CARPET I� CLIP 3030 S I 'C , - 24 GOIaE s� i Bath M P - � ,� - - — R --- _- S ._ ' - - -- - -- VINYL TLO Bdrm #3 F'- -1 2- CARPET � n M� Bath ; 4056 - 7-31 / c ET TUB DECK 3' =fm- - f}r, b� BP Half 7- __ -� 2xb WALL FOR RETURN AIR CARPET � � •;ti � C P -3 Qeg I 7' i SLOPE 12 FLOOR D2 - > A � v. a I 24 I ; � � 2 �r l M. Bdrm. CARPET 'S 5D SLOB STAIR 1'-6' v Bdrm #2 Sitting ~'~ CARPE T -' P -5 r - i L_J ROOF -m *-OIL' \CTE• NER'F* ALL EX I STING CONDITION5 =R' OR TO CONSTRJC T ION 4'-11/2' B -4 ', #2 UPPER FL i 1 I A� 7.1' OOR P TO REMAIN UNCHANGED kalr 1/4'•P -0 L SEE DOVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILIT`' INFORMATION 8EE DIV. I1 SHEET A -I 3 SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV 8 SHEET A -1 4. SEE TYPICAL MATERIALS LI5T ON SECTiON SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERN NG MECHANICA PLUMBING, AND ELECTRICAL. - - t i E: FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: P _ APPLY (1) LAYER 5/8' TYPE X' Cs.WB. TO ALL I CE i L ING JOISTS, WALLS, POSTS AND BE AMS a SUPPORTING STRUCTURE ABOVE FROM MUD SILL '. TO ROOF SHEATHING. APPLY (2) LAYERS OF 5i8' Ole TYPE ' X' GjU$- TO TRUSSES AND TJ I FLOOR JOISTS. z SEE DIV. 010025 5 4EET A -1. 13/8 MIN. SOLID CORE DOOR JTH SELF CLOSER TO BE TICsHT FITTING SEE DIV- 010025 SHEET A -I ' P STAIR ASSEMBL NOTES: PER UBC SECTION 1003 -3 AND DETAIL 12/D2. A. HEADROOM MIN. b' -8', WIDTH MIN. 3' -0'. . 13. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. ' oil C. HANDRAIL MIN. 34' TO MAX 38' ABOVE w z TREAD NOSNG. HANDRAIL 1 1/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2 MIN. CLEAR FROM WALL, RETJRN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). 0 E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE ' X' GLIB. (2) LAYERS • CEILING AREAS. F. MTERIIEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. o� SEE DIV 01002.6 SHEET A - 1. P SAFETY GLAZING PER UBC, SECTION 2406 _ 4 ) A. WINDOWS WITHIN 18' OF FLOOR 13. WINDOWS WITHIN A 24' ARC OF DOORS [I] C. WINDOWS AT TUBS AND SHOWERS } D. CsLAZING IN DOORS E. WITHIN STAIRWELLS E. WITHIN 5' OF TOP OR BOTTOM OF STAIRS �cr SEE DIV. 08800 SHEET 4 - , Q_ ECsRE55 WINDOW PER UBC, SECTION 310.4 A� SEE DIV. 08600 SHEET A - 1 , P IGNITERS FOR GAS FIRED APPLIANCES IN -6 GARAGE TO BE 18' MIN, ABOVE TOP OF 5LA8. m SEE DIV. 15 SHEET A - Y COVER WALLS ADJACENT TO TUBS AND P - � SHOWERS WITH NON - ABSORBENT MATERI,"L. Y o TO 70' ABOVE DRAIN INLETS. ' SEE DIV. 09250 SHEET A -! � (2) LAYERS OF FLOOR SHEATHING OVER C E g FRAMING. Cal 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER -- UBC. SECTION 1006 SHEET A - 1 I a 18'x24' CRAWL SPACE 4CCESS INSULATE AND P WEATHER STRIP. SEE C I V. 010022 SHEET 4 -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A - �a_12 FLOOR MATERIAL BREAK i._INE P - 13 WALL LINE ABOVE P - WALL LINE BELOW P FIREPLACE ASSE NOTES -15 J ,4. DIRECT VENT FIREPLACES, IN5TALL PER MFG. SPECIFICATIONS 5HALL CONFORI" 1 TO UBC REQUIREMENTS. SEE DIV. 01002.8 SHEET A -1 13. ZERO CLEARANCE FIREPLACES S 4ALL V y � CONFORM TO UBC REQUIREMENTS Q►� `' SEE D I V. 01002.8 SHEET A - 1 4 C. HEARTH SHALL CONFOR i TO UBC 1 00 n A1 REQUIREMENT. 1• SEE DIV. 01002.8 .AND A SHEET A-! p FIRE STOP OPENINGS AROUND PENETR, A T I ONS AT EACH FLOOR PER U.B.C. 5ECT ON 7 14. SEE SITE PLAN FOR ExTENT OF WALKS AND DRI P I? 3' DIAMETER STEEL POST P 36' GUARDRAIL PER U15C 509 J A. AT 51 SLOPE5 AT 36' ABOVE 5TAIR NOSINGS. =_1 'R' VENT FOR "ECHAN!CAL. r CLE"RANCE ALA 51DES PER ;45C SEE D : V. 5 SHEET A -1 P -20 PLANT SHE P _ 2 UPPER AND LOWER L IRvEN CAB "vE' S P - 22J SOFFIT AREA P_ 23 IINTEGR.j T E D 1' JP .AIR P -24 2x6 SUDS W' R -21 INSUx _ AT! ON MIN. ,r • W �:.. Z f rv- y v ^ M •;I JOB NO.: �_. J 3 64412 SfA1RTINO NO.: 03 " SHM AS �� � �� • •w .tr .-_ • . wr .. .M ., ..... •,. . .r4 .. .1. y ♦-. ... ._.. �.— .•A•�• -v �•�-- o•••r. w._.•. ♦ YM - .M r•IM •wn!�•'� r • • . v♦ .... 4.• I ^ � J LAN W I a ►--- '. Ole d z t LL p cr w a o oil cr w z w U 0 w o� z Q [I] 0 } �cr Q_ c A� Z@ m Y Y Y o Z � 0 -- a _ 4-1 CJ a v C) o �C.) iJ • W �:.. Z f rv- y v ^ M •;I JOB NO.: �_. J 3 64412 SfA1RTINO NO.: 03 " SHM AS �� � �� • •w .tr .-_ • . wr .. .M ., ..... •,. . .r4 .. .1. y ♦-. ... ._.. �.— .•A•�• -v �•�-- o•••r. w._.•. ♦ YM - .M r•IM •wn!�•'� r • • . v♦ .... 4.• I ^ � J LAN W I a ►--- '. Ole Lr Q w �■� t LL cr w a o oil cr w U w o� z Q [I] 0 �cr O A� Z@ N o Z � 0 • W �:.. Z f rv- y v ^ M •;I JOB NO.: �_. J 3 64412 SfA1RTINO NO.: 03 " SHM AS �� � �� • •w .tr .-_ • . wr .. .M ., ..... •,. . .r4 .. .1. y ♦-. ... ._.. �.— .•A•�• -v �•�-- o•••r. w._.•. ♦ YM - .M r•IM •wn!�•'� r • • . v♦ .... 4.• I ^ � J LAN ,x It, 4 ", .�, _Y [h�. • �"�.`4�' , 1' ,'L.:1•:�.f ^ °•l�d:'•kY.FN1 ... 'ftk -rK .er wi reMRfaaaty.�rlMi� Vii' I - -n L� Y� 51 r � ry \ - y f�, Y.: A. L GENERAL FRAMING NOTES WALL LEGEND 4 -.16 EXISTING WALLS == EXISTING WALLS TO BE REMOVED NEW WALLS -= - EXISTING AN NEW WALL$ ABOVE - U.N.O. EXISTING FOUND. WALLS i NEW FOUND. WALLS . ' iCTE. /EK- F` ALL EXISTING CONDMON5 =R' OR TO CON STRJC T I ON 1 r r r r A�� ti 7 UPPER ROOF FRAMING PLAN TO REMAIN UNCHANGED W.4 V-0or-W 4 1 t t� f� SYMBOLS & LEGEND O QOINT LCAD FROM ABOVE �P =OINT LOAD FROM G ROVE 1:' LOAD " VG IN 'POINT LOAD TW,-4NSFERi'vG DOWti POINT . a T ' LO D R�•- NSFER�'vCs DOu� W/ LOAD r HANGER POINT LOX✓ TR,:- NSFERED BY KICKER �v •�� "OLD DOWN ;NTH SIZE DESIGNAT'ON Q V EIZ -ICAL STR:.P WR«4 SIZE DES►CsNA *'OTd TO BE USED ON r-LOOR BELOW STxx WOIRTZONTAL STQ, -; $= JTW SIZE DESIGNATION O SID ICATES BEAM CALCULATION Omw 1VOEXED NUMBER - - - -� &ALL ABOVE 41 JAL.' BELOW NOT UNLESS O?WEIZ.,ISE NOTED, E CYNEER No 440 CAL CAL AT IONS ARE %40T PRO VVED M TWE SE DRAWI>rGS. L SEE COVER SWEET FOR ALL GENERAL NOTES AND REQIUiREMENTS. �. SEE TYPICAL 'MATERIA L?5T ON SECTION SWEET D. SEE COVERSWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL PLUMBING, AND ELECTR:CAL 4. TRUSS DESIGN BY M,4NUF TRUSS PLAN SHOD! 15 FOR GENERAL LAY - OUT ONLY SEE DI 6100 $NEE'• A -1 - TRUSS LOADING SEE DIV. 010007 A 5"EE A - TRUSS SPAN PER FLOOR PLANS « TRUSS TYPE PER ROOF FRAMING '''LAN ^. , 5. ROc�F FRAMING SPACING, 24' o.c. UN.0. &.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAiL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVER"ANG PER ROOF PLAN. g. ALL WEADERS ARE 4x10 DF 0 2 UN.O PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TR!MMER STUDS OVER 4' - U.N.O. SEE DIV. 06100 SWEET A -1 FRAMING PLAN KEYNOTES F r _ REQUIRED TO ALLOW FOR "VAC DUCTING. 4 1 t t� f� SYMBOLS & LEGEND O QOINT LCAD FROM ABOVE �P =OINT LOAD FROM G ROVE 1:' LOAD " VG IN 'POINT LOAD TW,-4NSFERi'vG DOWti POINT . a T ' LO D R�•- NSFER�'vCs DOu� W/ LOAD r HANGER POINT LOX✓ TR,:- NSFERED BY KICKER �v •�� "OLD DOWN ;NTH SIZE DESIGNAT'ON Q V EIZ -ICAL STR:.P WR«4 SIZE DES►CsNA *'OTd TO BE USED ON r-LOOR BELOW STxx WOIRTZONTAL STQ, -; $= JTW SIZE DESIGNATION O SID ICATES BEAM CALCULATION Omw 1VOEXED NUMBER - - - -� &ALL ABOVE 41 JAL.' BELOW NOT UNLESS O?WEIZ.,ISE NOTED, E CYNEER No 440 CAL CAL AT IONS ARE %40T PRO VVED M TWE SE DRAWI>rGS. L SEE COVER SWEET FOR ALL GENERAL NOTES AND REQIUiREMENTS. �. SEE TYPICAL 'MATERIA L?5T ON SECTION SWEET D. SEE COVERSWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL PLUMBING, AND ELECTR:CAL 4. TRUSS DESIGN BY M,4NUF TRUSS PLAN SHOD! 15 FOR GENERAL LAY - OUT ONLY SEE DI 6100 $NEE'• A -1 - TRUSS LOADING SEE DIV. 010007 A 5"EE A - TRUSS SPAN PER FLOOR PLANS « TRUSS TYPE PER ROOF FRAMING '''LAN ^. , 5. ROc�F FRAMING SPACING, 24' o.c. UN.0. &.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAiL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVER"ANG PER ROOF PLAN. g. ALL WEADERS ARE 4x10 DF 0 2 UN.O PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TR!MMER STUDS OVER 4' - U.N.O. SEE DIV. 06100 SWEET A -1 FRAMING PLAN KEYNOTES F BACK FRAMING AND SOFFIT AREA AS _ REQUIRED TO ALLOW FOR "VAC DUCTING. a SEE DIv.15 SWEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF F -2 FRAMING MEMBERS SUPPORTING- UPPER ROOF FRAMING MEMBERS. F -3 ALIGN EDGE OF JOIST URT" FACE OF WALL ALIGN INSIDE FACE OF BEAM W1T" OUTSIDE Q F -4 FACE OF WALL t UPSE - BOTTOM OF BEAM EVEN lJ/ BOTTOM OF F - JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WIT" BOTTCM OF F - 6 JOIST WIT" NO TOP PLATE. CUT ADJACENT uj FRAMING MEMBERS INTO BE FOR ' z ADEQUATE SUPPORT t, w ATTIC SPACE VENT F - , SEE CALCULATION ' SEE DIV. 01002 SWEET a -1 ` FLOOR JOIST - SEE SC"EDULE DWG. -8 C F: SEE DIv. 06100 SWEET A - SEE ELEVATIONS AND SECTIONS FOR + F -g PLATE WEIGHT c PRESSURE BLOCKING F -10 SEE DIV. 06100 SWEET A - ' t FLUSW - BOTTOM OF BEAM EVEN W/ BOTTOM F - 11 OF JOISTS n C3 TOP OF BEAM FLUSW LU/ TOP OF JOIST AND BE N EXTENDS DOWN BELOW JOISTS i TOP OF BEAM 5' BELOJ TOP OF JOIST TO -13 ALLOW FOR WVAC OVER BE AND BEA' - 1 BUMPS DOWN BELOW JOISTS . F 2x6 OVERFRAM {NG * 24' OC. PROVIDE 2x6 -14 5TRONGBACK PURL INS AND 2x KICKERS "T 6' -0' oc TO TRUSSES BELOW. F - 15 # 2x6 CEILMG JOISTS • 24' OC Go A ti G� ' U C� a U Lr w z LL O z cr- W d w a- w . cn J uj z w 0 C0 �= U W 0 W > T c O U Z O n C3 N 3 CD Y Y Y ++ o o� N o N t� ' U . � a U Lr w z LL O cr- W d rr a- w . cn J w 0 C0 a Q W 0 W > T J O U Z O N � N 3 4 i P7 r.•,.• �+ Cr � ' F-� 11TLE JOB NO.: „" -11 1 STARTING NO.: 0"421 SHEU A6 J F_ cri -4-4 4_z Cv C , CD Nzi 1 11- CF TR -�L `0 %1 - Ct4 3 CONDITIONS - TYP ICE A w.4 TER 5PrE- ,E OF P#6'4; =_R �s 0 NE,u ROOF R*: S ;," EXiSTiNG Existing Foyer i,YDIN, 5E'*'CND) Existing Existing Exist Hall I I Bath I I W.I.C. if 1 FRONT ELEVATION Y . NEW LEDGER I i. PR 1 3 — E XI T. T0_Fj!IL__ATE_ EXIST. Ol• RDIZ HT. ly ;u H H 11 11 11 11 11 12 9 L U, iiT � i U H II NEjTR1jS5EjPER PL IN UPPER RLOOR f - ,EXISTING FLOOR JOISTS To RfMAIN JC�4414l EXIST TOP PLATE _/ 5L:LT-L;P BSA"" PER PLAN EX ST jk 4D -;T. - 11 - - I ON X ting Remodeled New Nook New Kitchen Covered I r13EYOND) Deck lu join 'To-AIN FLOOR EX67146z FL OOR JOIST6`0 RE1,11,4IN L jNC,,4ANGFD /000-t NEU FLOOR jOiSTS PER PLAN I NEw DECK ;C!5'r5 PER P-AN EXI57lWj TOP =I-ATE New Crawl Space RECEweo fVY rW TIWV001 A VAR 2 4 2W4 _j PERMIT CENTS Existing Garage &AIRAW FLOM ]BUILDING SECTION AeA i Q J GOOF CONSTRUCTION F- u LLJ EXI0jjQF_MATE SHINGLES (DIV. 010005) T_ 30# BUILDING PAPER SHEATHING- (DIV. I? < uj EXIST. UNK WOR. WT. Z LL 0 R-38 BLOWN-IN 1/20 RE-SAWN PLYWOOD EA Sir GWB W SIDING MATERIAL (DIV. I Z 15# BUILDING PAPER 6) F RAI[!NG LLI (DIV. 6) Ck W AD W L FLOOR CONSTRUCTION uj T_ WO PER FLOOR EXIST. TOP PLATE SUBFLOCR: - 6) 611 PIV. Sm- T&O (FLYWD, COMPLY, OR EQ.) FRAMING: INSULATION: 7) PER PLANS R•30 BAIT (DIV. SOFFIT: (DIV. 7) EXIST. Wk HIM i4T. TR < WINDOW: HEAD: MATCH EXISTING CONDITIONS O LL L& of y CORNER BOARDS: INSIDE: 2x2 OUISIDE.- MATCH EXISTING CONDITIONS ,o Lu ID UJI U- ma-mob. IL 1 MAIN FLOOR LATE O Q � EXJ6T. WK WDR. WT_ &L & _j Ul An 11 Y GARAGE FLOOR U- if 1 FRONT ELEVATION Y . NEW LEDGER I i. PR 1 3 — E XI T. T0_Fj!IL__ATE_ EXIST. Ol• RDIZ HT. ly ;u H H 11 11 11 11 11 12 9 L U, iiT � i U H II NEjTR1jS5EjPER PL IN UPPER RLOOR f - ,EXISTING FLOOR JOISTS To RfMAIN JC�4414l EXIST TOP PLATE _/ 5L:LT-L;P BSA"" PER PLAN EX ST jk 4D -;T. - 11 - - I ON X ting Remodeled New Nook New Kitchen Covered I r13EYOND) Deck lu join 'To-AIN FLOOR EX67146z FL OOR JOIST6`0 RE1,11,4IN L jNC,,4ANGFD /000-t NEU FLOOR jOiSTS PER PLAN I NEw DECK ;C!5'r5 PER P-AN EXI57lWj TOP =I-ATE New Crawl Space RECEweo fVY rW TIWV001 A VAR 2 4 2W4 _j PERMIT CENTS Existing Garage &AIRAW FLOM ]BUILDING SECTION AeA i Q J GOOF CONSTRUCTION F- u LLJ ROOFING: (DIV. BUILDING PAPE1. SHINGLES (DIV. 010005) T_ 30# BUILDING PAPER SHEATHING- (DIV. I? < uj FRAMING- (DIV. 6) INSULATION: Z LL 0 R-38 BLOWN-IN 1/20 RE-SAWN PLYWOOD EA Sir GWB CC LLJ Cl SIDING MATERIAL (DIV. I Z 15# BUILDING PAPER 6) F RAI[!NG LLI (DIV. 6) 2x6 STUDS AT 16' OC :D i AD z L FLOOR CONSTRUCTION uj T_ FINISH PER PLANS (DIV. 0100.5) SUBFLOCR: - 6) 611 PIV. Sm- T&O (FLYWD, COMPLY, OR EQ.) FRAMING: INSULATION: 7) PER PLANS R•30 BAIT (DIV. SOFFIT: (DIV. 7) �■■� TR < WINDOW: HEAD: MATCH EXISTING CONDITIONS O LL Y y CORNER BOARDS: INSIDE: 2x2 OUISIDE.- MATCH EXISTING CONDITIONS PA9CIA.- 0 ID V 9 C) cr) O Q � 7m7 GOOF CONSTRUCTION F- u LLJ ROOFING: (DIV. BUILDING PAPE1. SHINGLES (DIV. 010005) T_ 30# BUILDING PAPER SHEATHING- (DIV. I? < uj FRAMING- (DIV. 6) INSULATION: Z LL 0 R-38 BLOWN-IN 1/20 RE-SAWN PLYWOOD EA Sir GWB CC LLJ Cl SIDING MATERIAL (DIV. I 0 M Q_ 15# BUILDING PAPER 6) F RAI[!NG LLI (DIV. 6) 2x6 STUDS AT 16' OC :D i AD z L FLOOR CONSTRUCTION uj T_ FINISH PER PLANS (DIV. 0100.5) SUBFLOCR: - 6) 611 PIV. Sm- T&O (FLYWD, COMPLY, OR EQ.) FRAMING: INSULATION: 7) PER PLANS R•30 BAIT (DIV. SOFFIT: (DIV. 7) �■■� TR < WINDOW: HEAD: MATCH EXISTING CONDITIONS O JAMB: MATCH EXISTING CONDITIONS SILL: MATCH EXISTING CONDITIONS CORNER BOARDS: INSIDE: 2x2 OUISIDE.- MATCH EXISTING CONDITIONS PA9CIA.- 0 Z Q cr) O Q � Fi GOOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPE1. SHINGLES (DIV. 010005) IV. 7) 30# BUILDING PAPER SHEATHING- (DIV. I? 7/160 OSD OR EQUAL FRAMING- (DIV. 6) INSULATION: Z DIV. 7) SOFFIT: DIV. R-38 BLOWN-IN 1/20 RE-SAWN PLYWOOD EA Sir GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. WOOD SIDING (DIV. 01005) BUILDING WRAP . (DIV. 7) 15# BUILDING PAPER 6) F RAI[!NG EQU (DIV. 6) 2x6 STUDS AT 16' OC I NSU LATION: (DIV. 7) R-21 BATT W/ INTEGRAL VAPOR BARRIER 43WW. (DIV. 9) 1/20 OWS FLOOR CONSTRUCTION FLOORING- DIV. 9) FINISH PER PLANS (DIV. 0100.5) SUBFLOCR: - 6) 611 PIV. Sm- T&O (FLYWD, COMPLY, OR EQ.) FRAMING: INSULATION: 7) PER PLANS R•30 BAIT (DIV. SOFFIT: (DIV. 7) WE RE-SAWN PLYWOOD TR WINDOW: HEAD: MATCH EXISTING CONDITIONS (WITH NO BRICK MOLD) JAMB: MATCH EXISTING CONDITIONS SILL: MATCH EXISTING CONDITIONS CORNER BOARDS: INSIDE: 2x2 OUISIDE.- MATCH EXISTING CONDITIONS PA9CIA.- 229 U.N.O. JOB NO. 0304411 STARTIN ^' 4.051a A7 J -A I SIDE ELEVATION Scale WEI'-& 0 NEW ROUND GABLE END /EN 0 M,4"'CN EXISTING NEW ROOF MATERIAL 70 MATCH EXISTING CONDITIONS - TYP. IN57ALL ICE A WATER SwiEL:) IN PLACE OF BUILDING FaPER FFR rIm a Nrd: ROOF W 5!12 RZ� PV I NELL 4OR!Z SIDING 7 C �*l ` EXISTING NEW RAILING _F__X LST - 7OF 101 ATE WIN. W WT, > Lu Ily Lu ;E u La UPPER FLOOR > EX15L 1QF__FLAIE___ 0 in U-1 (Y LL Ill dOo > -FLOOR F TYPICAL BUILDING MATERIALS GOOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPE1. SHINGLES (DIV. 010005) IV. 7) 30# BUILDING PAPER SHEATHING- (DIV. I? 7/160 OSD OR EQUAL FRAMING- (DIV. 6) INSULATION: PER PLAN DIV. 7) SOFFIT: DIV. R-38 BLOWN-IN 1/20 RE-SAWN PLYWOOD GWB: (D .911 Sir GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. WOOD SIDING (DIV. 01005) BUILDING WRAP . (DIV. 7) 15# BUILDING PAPER 6) F RAI[!NG EQU (DIV. 6) 2x6 STUDS AT 16' OC I NSU LATION: (DIV. 7) R-21 BATT W/ INTEGRAL VAPOR BARRIER 43WW. (DIV. 9) 1/20 OWS FLOOR CONSTRUCTION FLOORING- DIV. 9) FINISH PER PLANS (DIV. 0100.5) SUBFLOCR: - 6) 611 PIV. Sm- T&O (FLYWD, COMPLY, OR EQ.) FRAMING: INSULATION: 7) PER PLANS R•30 BAIT (DIV. SOFFIT: (DIV. 7) WE RE-SAWN PLYWOOD TR WINDOW: HEAD: MATCH EXISTING CONDITIONS (WITH NO BRICK MOLD) JAMB: MATCH EXISTING CONDITIONS SILL: MATCH EXISTING CONDITIONS CORNER BOARDS: INSIDE: 2x2 OUISIDE.- MATCH EXISTING CONDITIONS PA9CIA.- 229 U.N.O. - 16--ofto WM • LAJ EXISTING TRU&%S'rO REMAIN LNCWANGED REAR ELEVATION &Alls Existing 13drm #2 ,SIDE ELEVATION ftfillow"St'-V l r«t� TY FLOOR FRAMING% PER PLAN 2x4 TOP PLATE cNOT REGx %E. ' (pIV. 6 SHEE A - 1) CsAR DOOR ••DR :4x12 MN (SEE FRMG PLAN FOR 512E NAIL SJ•EATWING TO WDR .0 8d NAILS • Y OC. TT P EXTERIOR WALL CONSTRLJCTIOiv N A ORT) PATTERN PER PLAN I DIv 6 SHEET A - 1) NAIL SINE ATWING TO TOP PLATE Wt (2) ROB N ' OF Ibd SINKERS • 3' O.C. - -+ LOCATE SWEPTWING JOINT • S- MST31 (MIN) ON INSIDE FACE OF WALE RiM BOARD A (2) 2x4'6 STITCH NAILED TOGETWER ' t M/ Iba i 3' O.G. L OCATE O( �"lON ME'"f SHEA JOINT • ., NA1 SNE4'W1NG TO ALL JFRA1MING, STUDS a ' AND O.C. •• CRIPPLE WALL PER PLAN IN k _� �'►�' (2) 2x4 BLOCK NG AT PANEL EDGES TO OCCUR ,m �1 OTHIN 24' OF MID WIEGW? STITC.*4 NAIL 2x4's } _ ! i TOGE' -IIER ;JITW i3) lbd SINGERS -�- l; = 1/16' O.SB SNE4 (MM ;! 6T+.C14 STRAP TIE ANCHOR (NA!L TO BOARD FORM. BENC UP ,AFTER CONCRETE CURES.) _j USE, 38) 16al SINGER NAILS EACH - U.N.O. (3) 2x4 PLATES. NAIL SHEATHING TO EACH a SE FOUNDATION DETAILS) "PLATE w/ 8d NAILS • 3' OL. TO EACH STUD - �Tor. S'F" UND. ON 5HEARUALL SG+EDULE. WA-L (2) 5/8' • AB w / M 1' EMBEDMENT - UN 0 III 2'x2'x3Ab' PLATE WASHER - ---- -- - CONTI4.JOUS FOOTING 1? APA LATERAL RESTRAINT PANEL CRIPPLE WALL ® FOUNDATION 3/8• =f-V PER APA TE FORM N0. TT -01'T If 0 W ,_ 14 13 BASEMEN" SLAB MAT BE iN PLACE PR'OR TO FUJL:. BAl.)qIL�:VG OF WAL_ TYP. FLOOR FRAMING PER PLAN NO n,,&AL. AT ' ON BETWEEN BASWMENT (DI 6 SHEET A -1) SLAE AND STEM i _- 5 /8'Ox10' AB V 7'X1'X3A6' SG ��-- ? 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SEE ELE --- A35 EkPOSM RAFTER TAIL t - EXPOSED RAFTER TAIL t J TYP. GUTTER ..� _ CTrP. GUTTER) OVERHANG a '-' OVERHANCs j pER PLAN FASCIA PER ELEVATION „ -- ASCIA PER ELEVATION , - DER PLarr -�( , TYP. EXTERIOR IIJALL CONSTRUUGTION (TYP. EXTERIOR WALL CONSTRUCTION) • SAVE DETAIL EAVE DETAIL 3/4" =144 2 3 /4! =Y-W w PRESSURE 5LOCKNG f BUFFEL - EXTEND 6' ABOVE BATT NSUL. OR 12' ABOVE BLOWN NSI:L. @ Io_ _FX)CF 3 iWT lF (TYP ROOF CONSTRXTION ) - TRIM PER ELEVATION 2' MM GLR FOR VENTING -�-- BARGE BOARD PER ELEVATION +HI • 48' OTC- AT RG NTSIDE FACE OF WAIL UNO ON SHEAR WALL SCHEDULE 2X4 BACKER FOR BARGE - NAIL Ti-ft SKIP 2X BLOCKING WITH (3) 2' - SHEATWING WITH Ibd • OG. TYP +40LES WI;" SCREEN 2x4 OUTRIrrjERS • 4' O Z. WITH 2X2 5ETuEEN FLEE FOR TRIM � 6EE � ELEv. 'f Xl r Q OVERkANG • PER PLAN EXPOSED TRUSS TAIL 'PRESSURE BLOCKING r _ r I ; 2X4 BRACING AT :45' • 8' -Voc - (TYP GUTTER) _ FROM TP. 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EXTERIOR WALL CC NSTRIUCTIO N) , 2 U ii■� oho 2 _1­ p� Mcn Z r d Q z Q z? - Z lU - - a) W � < U - ___ V) EAV E DETAIL 1 SaOVw 1 } '� 1 �3/4" =?-W mss..:• _.._�. r flA+FfEL - EXTEND 6' ABOVE BATT. NSUL. OR 12' ABOVE BLOWN NSUL. TYPICAL ROOF CONSTRUCTION - b• (TYP, ROOF CONSTRUCTION ) 1 XYPICAL FLOOR CON5TRIJCTION 2' MRwI CLR FOR YENtrw 141 • 48' OC AT NI • 48' O-G. AT OUTSIDE FACE OF WALL INSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE UNO ON SITAR WALL SCEEDULE 2X BLOCKNG WrTW (3) 2' • 2X BLOCKING WITH (3) 2' • HOLES WT SCREEN NOL.ES WI SCREEN SEE `� ' ��• `� �`! SEE ELE --- A35 EkPOSM RAFTER TAIL t - EXPOSED RAFTER TAIL t J TYP. GUTTER ..� _ CTrP. GUTTER) OVERHANG a '-' OVERHANCs j pER PLAN FASCIA PER ELEVATION „ -- ASCIA PER ELEVATION , - DER PLarr -�( , TYP. EXTERIOR IIJALL CONSTRUUGTION (TYP. EXTERIOR WALL CONSTRUCTION) • SAVE DETAIL EAVE DETAIL 3/4" =144 2 3 /4! =Y-W w PRESSURE 5LOCKNG f BUFFEL - EXTEND 6' ABOVE BATT NSUL. OR 12' ABOVE BLOWN NSI:L. @ Io_ _FX)CF 3 iWT lF (TYP ROOF CONSTRXTION ) - TRIM PER ELEVATION 2' MM GLR FOR VENTING -�-- BARGE BOARD PER ELEVATION +HI • 48' OTC- AT RG NTSIDE FACE OF WAIL UNO ON SHEAR WALL SCHEDULE 2X4 BACKER FOR BARGE - NAIL Ti-ft SKIP 2X BLOCKING WITH (3) 2' - SHEATWING WITH Ibd • OG. TYP +40LES WI;" SCREEN 2x4 OUTRIrrjERS • 4' O Z. WITH 2X2 5ETuEEN FLEE FOR TRIM � 6EE � ELEv. 'f Xl r Q OVERkANG • PER PLAN EXPOSED TRUSS TAIL 'PRESSURE BLOCKING r _ r I ; 2X4 BRACING AT :45' • 8' -Voc - (TYP GUTTER) _ FROM TP. TO ROOF SNEATNNG **TALL LLV P%E SGUIRE BLOCKING I OVERHANG FASCIA PER ELEVATION DO NOT TOE NAIL. PER PLAN TYPICAL ROOF CONSTRUCTION —" "' (TYP. EXTERIOR WALL CONSTRUCTION) Z TYP EXTERIOR "&L CONSTRUCTION t GE�vEO H,p► ;; , co 4 Z N GABLE EN � �EN��� z �' ' ~ �• D DETAIL EAVE DETAIL 3/4' =T_v ~� C ......._.- .- ..- �_.... .r.._ .,.�+ ___ _ .ri.. �. - �.r..�.._w�r..�i..a.r.rrd r...�ss .s aA.rKa.......- r.�tr'!. a4 �'i.:. ^ ..:.i..Y. .� - �!{ai�i>'sr. Ltr RyMii�.A' .t.{...w .C"Dw...L t. ✓1- t..a...� wM. .Anerlh+•. rlr"I�MMM.V, W i 0 � �' W t -- a p I,_ cn ao Q uj LL n- =O V � U� U Z = a M1�■.� 55 w Z i O co o 0w� > Jd L!! w U LL �Qpw J U wI- �a CL 0 LLJ Iwo= w(j) rs U) 0 Cn p -- 01= o Q __ ii■� oho _1­ p� Mcn Z r d Q z - Z - - a) W � < U - ___ V) m SaOVw � w , w 3 ' �•■� N a q O wC� Z 0 Q co u1 cd O w w/Y � r • WTI .� 1 1 T` PICAL ROOF CON6TRIJGT!ON _ - ---�— Tyg:"C AL ROOF CONSTRUC j PER ELEVA 2' Mk CLk FOR , iENTNG r 6EE PLAN =OR - YP RISE 4 OZN DRIENSIONS I t . 1 • e�AWjE - YP. SEE ELE �iDE F of rjALL J11,4 P�1'11JOOD RISER UNC ON SHE-:R :AL�. SC44EDULE I Hd' ►IARDBOARD TREAD WITH EASED NOSING I 2X4 BACKER _FOR BARGE - NAIL YMa; 1J'" 6FEATNING I,{rl � • 2 X BLOCKING ,w (3) 2' 0 -- I 16d CG. TYP. NOLES WTk SCREEN 3 - 2x STRNGERv TYP JKO. CENTER STR%iGER IL -- ?x4 OUTRIGGERS • 4' of WITU I '/ i�)r S L Cr'W 2 • ix4 S *KONG BACJC 'YP. 24 BE'rXEN FOR TRIM' SEE IrAIL ,WALL STRINGERS 4 ( ;,, I6d TO WALL STUDS ONERN.3NG - - E TYP —*-- 5118' TYPE ')(' GULJB. AS REOI;IRED , � ; , PER °LAN EXPOSED R.aF'ER - A q . SEE NOTES BELOW ,• - B TNG AT CE IL NG L i , 2x KICKER °LATE TYP GU"ER 2x4 LEDGER • INT. CEDING* LIFE OVERT -As 40 W-T-1 DELETE RAIL WWN FN I SWO DECK ELEVATION 15 30' OR LESS - AWYE FINISNEV GRADE Rki.Ws PER 0 1-AN ; CLR DIST BTWN r _ NOT TO EXCEED 4' &X0 BLOCKING OVER SUPPORTS I r I 6/4 x 4 TK CDR DCK'G - UXO. i PER PLAN 2x PT. LEDGER PER 9 L AN, ATTACH IW LAG BOLTS PER PLAIN � I I TYP T,)I r-LOOR FTcAM046 PER PLAN CK R PLAN CRIPPLE WALL AS REO►,IRED - PER PLAN_ • �t 15EAM PER PLAN I PL PER P_ L AN _ POST GAP PER PLAN CANT $PAN !I ?x (2' GREATER Z)EPTN THAN JOISTS) I POST BASE PER PLAN FINISH LANDSCAPE ;*RAPE IT MIN FOOTING PER PLAN ON SOLID BELOW GRADF 6UBSTRATE �TYP. DECK CROSS SECTION - 3/4'= 5 2x BLOCKING w rl �1SECTION m BEAM BAFFEL - EXTEND b' ABOVE BATT. INSUL. OR 9' ABOVE BLOWN INSUL MICAL ROOF C06TWXTION 2' MN. C1R COR VENTNG 2X BLOCKNNG LuTN (3) 2 112' • HOLES WITH SCREEN " E ELEVATION i �� -•F - ---- -- EXPOWD TRUS6 TAIL 1YP GUTTER FASCIA PER ELEVATION _ PER PLAN ---- -(TYP. EXTERIOR WALL CONST'RUCT!ON) - FLASNNG (DIV. 1 SHEET Al) . J DBL OR GIRDER TRUSS (PER PLAN) I CTYP) ROOF CONSTRUCT ION FRAME OVER WALL DETAIL 314' =1-W r 13LOCKNG BEAM PER PLAN RAFTERS PER PLAN 314' =T-W SKYLIC*r S I ZE PER PLAN. 'PROVIDE FLASHING AS RECOMMENDED BY MFG ' \ 2x6 CURB TYP. - — -- 2x4 • ROOF AND FRAMING MEMBERS TYP. T 161UB 0 CE IL ING ROOF FRAMING PER PAN SKYLIGHT FLARE WELL DET 3/4' =T-0" ,..,.r,. -... (TY'1a EXTERIOR 4ALL CONSIZoCT EX'ER' wAi.L CONSTRUCTION L NE40ROOM "k b' -6', X10744 MIN 3• PER 4 1N6To4LL PRE BLOCKING • STRiNGERS TOP UBG of 13 4 BOTTO"+ 4 ADJACENT WALL( S) PER ,VC 2. T%4DS 9' MIX DEPTH. R'SERS 8' 7 1AX 4<04 SEC 1Od.2 DALLOON FRAME GABLE M WALL 3 044NDR4 - MIN 3A'70 M4x. 38' ABOVE TRE.:G 6. COVER wS43LE SPACE UNDER STAR ,JitN N05MG «4AI` RA . ' 0' rl~ TO 2 "1Ax SRO% S/D' ' fPE x' D.. IJSE 2 &.AVERS • ' SECT;ON DMENS10N a 1 1/2' %IIN CLEAR 41V CEIi,.'WG AREA • 1 F_ R JBC 10 IW1L:. RE'Uev RAI, E►+DS PER -IBC 'SEC i006 9 i. � 4PDI�E OP'ENMG PER JBG SEC 509 STAIR SECTION DETAIL GABLE END DETAIL _ _ EAVE DETAIL 12 3 /4• ='r4r _ FRAMING PER PLAN FAT 0 48' O,C. AT OUTSIDE F ACE OF WALL 2' MM CLR FOR VENTELATION • __ - ...nr... --...- r.. w.-. .._r..�r.- ......._.- .- ..- �_.... .r.._ .,.�+ ___ _ .ri.. �. - �.r..�.._w�r..�i..a.r.rrd r...�ss .s aA.rKa.......- r.�tr'!. a4 �'i.:. ^ ..:.i..Y. .� - �!{ai�i>'sr. 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CENTER STR%iGER IL -- ?x4 OUTRIGGERS • 4' of WITU I '/ i�)r S L Cr'W 2 • ix4 S *KONG BACJC 'YP. 24 BE'rXEN FOR TRIM' SEE IrAIL ,WALL STRINGERS 4 ( ;,, I6d TO WALL STUDS ONERN.3NG - - E TYP —*-- 5118' TYPE ')(' GULJB. AS REOI;IRED , � ; , PER °LAN EXPOSED R.aF'ER - A q . SEE NOTES BELOW ,• - B TNG AT CE IL NG L i , 2x KICKER °LATE TYP GU"ER 2x4 LEDGER • INT. CEDING* LIFE OVERT -As 40 W-T-1 DELETE RAIL WWN FN I SWO DECK ELEVATION 15 30' OR LESS - AWYE FINISNEV GRADE Rki.Ws PER 0 1-AN ; CLR DIST BTWN r _ NOT TO EXCEED 4' &X0 BLOCKING OVER SUPPORTS I r I 6/4 x 4 TK CDR DCK'G - UXO. i PER PLAN 2x PT. LEDGER PER 9 L AN, ATTACH IW LAG BOLTS PER PLAIN � I I TYP T,)I r-LOOR FTcAM046 PER PLAN CK R PLAN CRIPPLE WALL AS REO►,IRED - PER PLAN_ • �t 15EAM PER PLAN I PL PER P_ L AN _ POST GAP PER PLAN CANT $PAN !I ?x (2' GREATER Z)EPTN THAN JOISTS) I POST BASE PER PLAN FINISH LANDSCAPE ;*RAPE IT MIN FOOTING PER PLAN ON SOLID BELOW GRADF 6UBSTRATE �TYP. DECK CROSS SECTION - 3/4'= 5 2x BLOCKING w rl �1SECTION m BEAM BAFFEL - EXTEND b' ABOVE BATT. INSUL. OR 9' ABOVE BLOWN INSUL MICAL ROOF C06TWXTION 2' MN. C1R COR VENTNG 2X BLOCKNNG LuTN (3) 2 112' • HOLES WITH SCREEN " E ELEVATION i �� -•F - ---- -- EXPOWD TRUS6 TAIL 1YP GUTTER FASCIA PER ELEVATION _ PER PLAN ---- -(TYP. EXTERIOR WALL CONST'RUCT!ON) - FLASNNG (DIV. 1 SHEET Al) . J DBL OR GIRDER TRUSS (PER PLAN) I CTYP) ROOF CONSTRUCT ION FRAME OVER WALL DETAIL 314' =1-W r 13LOCKNG BEAM PER PLAN RAFTERS PER PLAN 314' =T-W SKYLIC*r S I ZE PER PLAN. 'PROVIDE FLASHING AS RECOMMENDED BY MFG ' \ 2x6 CURB TYP. - — -- 2x4 • ROOF AND FRAMING MEMBERS TYP. T 161UB 0 CE IL ING ROOF FRAMING PER PAN SKYLIGHT FLARE WELL DET 3/4' =T-0" ,..,.r,. -... (TY'1a EXTERIOR 4ALL CONSIZoCT EX'ER' wAi.L CONSTRUCTION L NE40ROOM "k b' -6', X10744 MIN 3• PER 4 1N6To4LL PRE BLOCKING • STRiNGERS TOP UBG of 13 4 BOTTO"+ 4 ADJACENT WALL( S) PER ,VC 2. T%4DS 9' MIX DEPTH. R'SERS 8' 7 1AX 4<04 SEC 1Od.2 DALLOON FRAME GABLE M WALL 3 044NDR4 - MIN 3A'70 M4x. 38' ABOVE TRE.:G 6. COVER wS43LE SPACE UNDER STAR ,JitN N05MG «4AI` RA . ' 0' rl~ TO 2 "1Ax SRO% S/D' ' fPE x' D.. IJSE 2 &.AVERS • ' SECT;ON DMENS10N a 1 1/2' %IIN CLEAR 41V CEIi,.'WG AREA • 1 F_ R JBC 10 IW1L:. RE'Uev RAI, E►+DS PER -IBC 'SEC i006 9 i. � 4PDI�E OP'ENMG PER JBG SEC 509 STAIR SECTION DETAIL GABLE END DETAIL _ _ EAVE DETAIL 12 3 /4• ='r4r _ FRAMING PER PLAN FAT 0 48' O,C. AT OUTSIDE F ACE OF WALL 2' MM CLR FOR VENTELATION • __ - ...nr... --...- r.. w.-. .._r..�r.- ......._.- .- ..- �_.... .r.._ .,.�+ ___ _ .ri.. �. - �.r..�.._w�r..�i..a.r.rrd r...�ss .s aA.rKa.......- r.�tr'!. a4 �'i.:. ^ ..:.i..Y. .� - �!{ai�i>'sr. Ltr RyMii�.A' .t.{...w .C"Dw...L t. ✓1- t..a...� wM. .Anerlh+•. rlr"I�MMM.V, wv"M� �n .. ,..r��+ +.- +�.►� -4P— .. .ti— .r h ri 4 . .:,V, �:y:.,'ir "'.►r4.� r t►�. e.ti.�f t :iP1 irFw! �II/��f.711 IRS r -- I .i a Z Q t� d' CV c� � C) C 2� :O Z' L li - SHEARWALL SCHEDULE , PANEL NAtLNNG BOTTJM PLATE NAIL 'OP PL ATE NAILING 00 ALLOWABLE u,e,LL NATL TO MEMBER BELOW �rs, FROM "1EM5ER .ABOVE SILL PLA'T'E LOAD 0 B2 .i PE STUDS SHEATHING TYPE EDGE NSWOR BOO �e)C�(to 3 NG EDGE FIELD CUTr5CL1D I - JOISTS CJT''S0L'D i • JOISTS bp W-3 REDUCTION JMBER LUMBER 'NOJGH FLANGE FOR +-IF 0 1 624 2x is 24'oc I �6 LL. O 16d • 5' oc Ibd • t' oc e • 10' y6d • 5' oc 5/8' • 48' oc 150 PLF Q PI w � I6 J U L 16a • 5' oc 16cI • 5' x A: - S's • 14' oc *0 • 5' oc 5/8' • 48' oc 191 PLF F , 1 _ 4 2x STUDS • 46' oc �'�6' 0.6.5 ONE S DE - 4A) � uj d 16d • 4' oc i6d • 4' oc A35's • 12' oc 16 d • 4' oc S 18' ° 32' cc WPLF O jg PIA v/ N O ~ U P (MIN' PNEU1I4TIC DRS vEN yE5 3 3 � 16d • 3'oc Ibo • 2 -IT oc 16d • 3' oc Ibd • 2 -1/2' oc 33'e • 10' cc ° • 10' or. 16d • Y oc Ibd • 2 -111 OG 5/8' • 14' oc � 5/8' • 12' of $5m PLF 513 PLF r-1-310 3x STUDS • c3 P2- �' oc STAG GER '4 2) ROWS ('2) ROWS � A35•s • 1 oc ( ?) ROWS 6/8' • 16' oc 100 PLF S++EaTWW.x - Tn6' M Ibd 0 4'oc Iba • 4'ac Wocd • 4'cc O 0 v r� 0.5.6 ♦+ P '1.3 JOINTS TWO BIDES 3 ' 2) ROWS c'2) ROWS A35 ° • 5 � oc (2) ROWS b /8' • 1;' oc 900 PLF 16d • 3'oc 16d * 3'oc ibd * 3'oc 4 11-1 M PER 1 991 JE KTT22 UP AND NTT22 DOWN JY 1/2' ALL TWRE"D 1(o BE'WEEN T4-4E '%0. 4LL T HREAD IS CONTNUOI4S THROUGo -i FLOOR hOIST. I � PROV!GE SOL ID BLOCK NG JNDER 1VALL ABOVE. E GENERAL - SHEAR NOTES w+o rvorE; EXISTING SHEAR WALL NOTES FOR ORIGINAL HOME SHOWN BLACK. NEW SHEAR NOTES FOR REMODEL SHOWN BLUE. � 6EE CALCULATIONS FOR DESKsN GRiTER 1 1 . + ?. ALL SWEARUALLS SHOWN ON 'HE FLOOR P`AN ARE r• ••• -y FOR WALLS ON T H AT LEVEL. (TYPiCALL`►' I i ' ' OHOUJN SHADED). I w 1 I 1 9 1 5. ANCHORAGE 1 5 FOR SHE ARWAL L6 ( PANELS) ONLY, 1 1 1 • P - __j L i WHERE PORTIONS OF u1ALL5 ARE NOT DES G HATED AS SWEAR PANELS, NAIL TO BE SPACED PER 199- ' UBG TABLE 23- 11 -8 -1, M� I 4. L44ERE PORT IONS OF ALLS NOT DESIGNATED I I r ......1 V r + -won r ; J .ARE .a5 SHEAR PANELS rHEN 54 -4EAR DETAILS DO NOT 1 1 1 • � I �?� APPLY, FOLLOW '11N. UB.C. REQUIREMENTS. 1 I ` I� f �. o I - s.• W L J 4`'v . 5 IF SHEATHING% JOINT 15 SPL IT ON A COMMON 1 "1EM5ER NO 4Dr)ITIONAL TOP PLATE NAILING 15 REQUIRED. to. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. I NAIL SHEATHING TO EACH STUD PER EDGE NAILING 1 I t ON SHEARWALL SCHEDULE. 1. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS .0111011 FOR EACH TYPE OF HCLDOWV, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 18. ALL PLYWOOD OR GYPSI,l11'"1 SHEARWALLS SHALL BE I APPLIED H0RIZONTALLY OR VERTICALL"r ON STUDS. 3' -S L E DGES SH ALL BE STAGGERED AT CENTER OF STUDS L. AND 15L OCKE-0 PER SCHEDULE. + - 9. DO NOT OVERDRIVE NAILS INTO %4EATHING. I 1 I ` -1 00 , _ _ _ _ _ _ _ _ �. .-. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REMODEL REAR 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER I1. ROOF SHEATHING: 1/16' 058 .'APA RATED EATHING I - .- -�.�•� �. -.... -.m w ad" �.►+Af OWN w. 4 w .r ....,r .... -. _ — — — _... � _ � � t (24/0). LAY UP W/ MIN. 1/8' CLR BE PANELS I s I I I 3 TO ALLOW FOR EXPANSION. NAILING TO BE 8d COMMON 1 I w/ EDGE NAILING AT 6 oc t FIELD NAILING AT 12 oc 1 M 1 ALLOWAB_E DIAPHRAM SHEAR: 110x0 .82=140p1f f i PER 1991 UBG TABLE 23- II -+-1 k 1 + I 12. FLOOR SHEATHING: 19/32 MIN APA RATED SHEATHING (48/24) NAILEt7 t GLUED. ADHESIVE SHALL TO APA SPECIFICATIONS AFG 01. PROVIDE TtG EDGES AT LONG PANEL EDGES. NA I _ ING TO BE 10d COMMON ��. W EDGE NAILING AT 6' oc t FIELD NAILING At 10' � oc Y ! ALLOWABLE D I APHRAM SHEAR: 215x0.82 =111p1 F 40� v� PER 1991 UBG TABLE 23 -II - 13. PLYWOOD SWALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. �y °� y 1 i g 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO USE �y j' Al g� O .4 SINGLE 2x SILL PLATE IN Si�EARWALLS NOT EXCEED 600plf, PER THE WASINGTON 57 ATE BUILDING CODE 1 1 .. "' - "* ` ""' """ .. ' ' -"' •- . f I C/� j ' COUNCILS EMER4GENCY RUL iNG AMENDING U.B.C. TABLE 73- II -I -1 AND TABLE 23- II -I -2. R R 1 I - ---- SHEARWALL KEYNOTES STWD 14 PER DETAIL 8/50 (SI1") r -mar a-* --a- 1 j 1 0.�, s'6. + �j 2 STHD 14 RJ PER DETAIL 8/501 \ s - F r• 3 HD2A PER DETAIL 8 /SDI e. v� co .w� � I .+.,♦ 1 0 4 W054 PER DETAIL 8 /5D1 • 1 I ' p Y � p� V � I � i JJJ j s WD10A PER DE TAIL 8 / f C.S* -60 DRAGSTRUT PER DETAIL 10 /SD2 , I I I I ✓ '1 C516 -30 PER DET41_ 1 /SD2 -1 � _� �......_ - � I 1 1 rn �`� IDDLE s I + `r i vJ/ 8 0516 -48 PER DETAIL 14/SD2 1 1 PHD2 PER DETAIL 8 /SDI � 1 I .a• Qua y I �-� ' PH DS PER DETAIL 8 /SDI R Nl� f T# r.<Wl A 0 P+ -4D10 PER DE 8/501 MAR 2 4 y' �r% pfkMlT i i I L _ .... _ _ ... _ _ _ _ _ _. _ _,,, „_, _ _ _ I•d7T22 wl 55TB20 PER D E TA IL 5 /5D' M --♦ - a . r .r. . . - + --. .-p - _ -r - r _ r _ w _ - - - _ -1-. �. _ .1/- �. ..+ r. .... _ � i 1 4T'22 w! 5ST520 OR 1'1' .ALL THREAD. PROVIDE RONT TNKND PDOTING PER MANUF.:CTURES 0_4 13 RECOr" TEND AT'ON5 wl"+ -4 "' "N. EMBEDMENT Z• — — — -' + PRO'/'DE T."15748 5TRA' P THR„ FLOOR 'O 6+4E.►R -4__ ABOVE PER DE r4i_ 15/5D1. .� 1 1 < A> (2) C-516 -30 PER DE r »IL 1 1SC2 I 1 04CLD 8"r= BACK — 0 AL: OW + � i OW E R FRONT 1� �QQ N� o RUN CO TO A tvT INUO�,s 'NROuGH a F L — _ _ J vJ FOUNDATION SHEAR WALLS ftsis V40mr-w r N 4i SYMBOLS & LEGEND // 4 0 040.D DOWN J"" C.:LLOuT /`11 VERr'CAL STR -:.P jTH CALLOUT 6Txx POR ZONTAL STR-:° W1TE4 SIZE DESiGNAYION 8NE AR ,MALL T' 'PE OF SHE A;2 .JAL L ---- -* WAL ABOVE 2 1 uAt.L !°tELOW . O U Q ui LL. O fr w a Q w � I� J U L w_ � 1 0 z Q - 4A) � uj z w CA fr Q O Q v/ N O ~ U c a c3 Y Y M O 0 v r� ♦+ . U ui U Q ui LL. O fr w a Q w � I� J U L w_ � 1 0 z Q - 4A) O CA fr Q U Q v/ N O � � fliff • ]OS NO. 0304421 STARTIN ^ NO.: 03044.05 S 1.1 �1 r 1, ,J 1 y Y r .. ... ♦ .. •. ... ..•.�♦M♦rY•bnr �+.�. •. .. •.••�+•A1r.-t....♦ y ♦ A A 1� � -• •. . y�� 7 .'tr Y r c.yy ;'iJ r.rar•oQU►.i4'••*4W �frl ►f�lYiiil�J , t Ll - SHEARWALL SCHEDULE _ . ,,. __, I t I t t I � t I 1 �''`�NEL NA1LMKs BO7TCy P L.:TE N A!..!NG TOP P! .-ATE NA ILING �V 'PLATE ALLOWABLE WALL �TUDg SHEATt<•�ING NAl _YpE iEUCsE 9 TO MEh'BER BELOW FROM M EMBER ABOVE SILL LOAD 82 PE w Ce 0040) U BLOCKING EDGE FIELD CU' /SO�ID JOISTS 15TS GUT /SOLID i - JOIS'S GHOR BOL 6PAGING REDUCTION U1 r Vl L z 1 �U BER LUMBER T�• CLU*W FLAVaE FOR HF =I -(v24 2x • 24'oc V� ~ .b 16 J • lba 5 oG `6d • 5' oc Ib • ., F' oc Ibd • 5' oc s • 10 A35's • 14' oc 16d • 5 oc ib d • 5' oc 5!8 0 48 oc 5!8' • 48' oc J50 PLF 15 PLF pi-6 U P - 4 � ?x STUDS 16' oc 'I6' C.SB. ONE SIDE O 4 m 16d • 4' oc Ibd • 4' oc AA's • '2' oc 16d • 4' oc 5. • 32' oc 302PLF 41. 33 DIA o v O ti .S. PI - 3 (MIN) PNE�1MATIC DR! VEN YES 3 3 16d • 3' oc Ibd • 2 -I/?' oc Ibd • 3' oc 16d • 2 - 1/1' oc s • 10' oc s • 10' oc Ibd • 3' oc I6d • 2 -'/.'' oc 5/8' • 24' oc 5/8' • 12' oc 350 pLF 513 PLF 95' -310 3x STUDS • - 4 oc STAGGER (2) ROWS (2) RCWS s • �� cc (2) ROL' S 5/8' • 16' oc 100 PLF Ibd Ibd * 4'oc Ibd • 4'oc Ibd • 4'oc SNEATWING O.SB. P2 -3 JOINTS TWO SIDES 3 2) ROWS ( 2) ROWS A35 s • 5' OC (2) ROWS 5/8 • 12 oc 9 PLF 00 Ibd 0 3'oc Ibd 0 3'oc 16 c * 3'oc I -.. - 4 %l;m m 0 S V *4W 90 - COW 60 uP SILT 0 ou 06 iQt�SUffO!'C' JAR PoK � V r d AN • ..(w WOW c lO SHEAR WALL DETAIL r 1 1 I 4 I I I t I t t I � t I 1 i I 1 I 1 IF + I � � t I I 1 I GENERAL SHEAR NOTES UIYA 1. 6EE CALCULATIONS FOR DESIGN CR!'ERIA ,?. ALL S"E ARWALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY $14OWN -SHADED �. ANCHORAGE 18 FOR SHE ARWALLS ( PANELS) ONL v WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER 1991 UBG TABLE 23- II -5-1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS THEN 544E DETAILS DO NOT APPLY. FOLLOW MIN. IN. U.B.C. REQUIREMENTS. " 5. IF SHEATHING JOINT 15 SPLIT ON A COMMON MEMBER NC ADDITIONAL TCP PLATE NAILING 15 REQUIRED. lb. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. NAIL SHEATHING TO EACH STUD PER EDGE NAILING ON SHEARWAL SCHEDULE. '1. SEE MANUFACTURER'S REQU AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 8. ALL PLYWOOD OR GYPSIa"I SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. j EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. ,J [ f f I b S. DO NOT OVERDRIVE NAILS INTO 5 4EATHCs IN. ' l illt- ' JIL jlL --"�JL -JL - -- J� -- Jl�- 4.- -.J� .,,)� -- — -� �h_ -JI -.14L . REMODEL REAR 1 0. APPLY SWEAR PANEL DIRECTLY TO FRa ZING MEMBER f , 11. ROOF SWEATHINCs: 1/16' 058 APA RATED SHEATHING (24/0). LAY UP W/ MIN. I/8' CLR BETWEEN PANELS ` TO ALLOW FOR E XPANSION. NAILING TO BE 8d COMMON ..� w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 12' oc ALLOWABLE D SHEAR: 10x0$1 :140pIF PER 1"I UBC TABLE 23 -II - 12. FLOOR SHEATHING: 19/32 MIN APA RATED 54EATHING (48/24) NAILED 4 GLUED. ADHESIVE SHALL 3 TO APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAIL TO BE 106 COMMON 5D 5D 1 w/ EDGE NAIL ING AT 6' oc 4 FIELD NAIL ING AT 10' oc ! I 1 ALLOWABLE D I A PHRAM SHEAR. 215x0B2 2111plf PER 1991 UB- TABLE 23-1 1 L J L 13. PLYWOOD SHALL BE LAID w/ FACE GRAIN Li l r l r ' r PERPENDICULAR TO SUPPOR75 AND END . 1 J I TINS CRIPPLE WALL 1 ANCHOR BOLT PLACEMENT AS BEEN DOUBLED TO USE NOT 5NE ATHE D I x BI A S INGLE 2 SILL PLATE IN SWEA NOT EXCEED 600p1F, PER THE WA5INGTON STATE BUILDING CODE da ! COUNCILS EMERGENCY RULING AMENDING U.B.0 TABLE r .. _ .... ... � ...-_ -,.� _ ,... .... ..., ..•, _ — „_ ..., _.,. ,,.. . � 23-11- AND TABLE 2 3-11-1 - -r -_ A - -_ _- - - -� REAR SHEARWALL KEYNOTES ul � t � 0 : 1 i STHD 14 PER DETAIL 8/501 ( SIM) cy t ; �� r —� — _ _ �r..rs �..� �. .ter .�. —. - r .r . r . r .w _ ... _ _ .._. r i —. ... � I i I i f . r t C 1 �/ ? STHD 14 RJ PER DETAIL 8 /SDI ' Q! ' I ul 3 HD2A PER DETAIL 8 /SDI C '-� -- - -- -- - - - - - -- - -- -- i 4 WD5A PER DETAIL 8 /SDI (y- r� 5 WD10A PER DETAIL S /5DI 6) 4 - --4 — 1 b 6516 -60 DRAG PER DETAIL 10/502 0516 -30 PER DETAIL 1 /SD2 .Q I I 1 /�•� i - f _ I E __1 it �- - - I _ t �Q. 1 _ I 1 N IDD _. �E 111 t L C 516 -48 PER DETAIL I.4/S PHD2 PER OF 8/501 N tEP 1 � (y I " v i t 1. f �6 t 4 t I 10 PHD5 PER DETAIL 8 /5DI Ila PHDIO PER DE TAIL 8 /50I 1.4 1 1 ------------- 5 2 (0 F 1 -- — 1 U-- 12 14TT22 wl 5STB2'ER DETAIL 8 /SD i ...........__ -.--� - - NTT2? �r! 55TB2 m 02 1 '2' ALL THRE.:.D. °ROvIDE �.. — -- -- -' —' � i _ .` - -- .` -...+ — -- — — — — r -- _ — — — -- -- --, RO NT T*4C'ND FOOTING PER "".INUFACTURES I .�-- 13 RECOtOEND +TONS WITa4 7'', E MBEDMENT. PROVIDE I~5748 S'R-%P -+-+RU FLOOR -0 6; 4EA .ABOVE PER DETAI 15 I t 1 14, (2) C516 -30 PER DETAIL 1. _ _ — — _ J I PC D STUD BACK TO ALLOW PLYWOOD �j SµE IT" IW-s T U r/iNP . O RUN CONTINUOUS TH ROG I _----- ---' -- -- -- ---- IO ER FRONT PERPEND CuLAR WA L L. L _ - -" 22 Ulm AND PTT22 *DOWN -0 I/1' ALL TNRE.•D ' 1b BE % EN THE 'rWO A, -L T READ 15 G01v' � rw,tOUS 5EE r-OUND.AT;ON 5HEAR UMLL5 FOR ALL L CONCRFTE POLDD0WN5. LOWER FLOOR SHEAR WALLS All"11111 V4'61' -O' r — THROUG"4 FLOOR JOIST. I� PROVIDE SOLID BLOCK NG UNDER I,DALL ABOVE. NOTE EXISTING SHEAR WALL NOTES FOR ORIGINAL HOME SHOWN BLACK. NEW SHEAR NOTES FOR REMODEL SNOUN GLUE. SYMBOLS & LEGEND 114 "OLD DOWN dRTi -4 CA,-LOUT VER` CAL STR- =P ;UTM CALLOUT STxx _ NOR:ZONTAL STRLP JT,-4 5'ZE OESiGNA'iON �- e"EAR .,TALL TYPE OF SWE AR AtAL L WALL ABOVE JALL BELOW fi r r 0► TITLE JOB NO.: 0304412 a'rA-r 'rT NG NO.: 0304421 SHM S 1.2 y B I O p- w •�i V 2 w U L U1 r Vl L z O d V� ~ U J CL O xo U U � O O m Y Y Y 41. O o v O ti .S. fi r r 0► TITLE JOB NO.: 0304412 a'rA-r 'rT NG NO.: 0304421 SHM S 1.2 y w I O p- w o cr w U L U1 r Vl 1 0 i� O d V� Iz CL O xo U � O O fi r r 0► TITLE JOB NO.: 0304412 a'rA-r 'rT NG NO.: 0304421 SHM S 1.2 y I r� r.. .. as.. �w.r.. .. .. ... w. -. ..y.. ..�.. � -. .. , ..i(jr , .h�i�►�1�1►r .�. .��r .. . s �� `"7l D- 1 a ' x c : r— n V V r WA AM �- r .. - .00avreAw P. pmpw lows. (61" Ord G�vw1) I &F SOW 4%4 Vt-kx w 1p_ Uwl ffe%Rh+ kwl -#1Lx8 odt# TJI�P+vI �E rI� i�- ��'PYF'R•�1 Ol SHEAR WALL DETAIL PER '"', .:B.C. GENERAL SHEAR NOTET 1 + — y I _ �I a � I I I I — � 1 h, I + I �I I I i� 811"1. + 2. ALL SHEARWALLS SHOWN ON THE FLOOR PLAN p FOR WALLS ON THAT LEVEL (TYPICALLY a , SHOWN SH ADED). W - 3. AN CHORAGE 15 FOR S44EARWALLS (PANELS) ONL"', WHERE PORTIONS OF WALL6 ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER !SS7 H "> USG TABLE 23- 11 -8 -1. 4- WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS TI4EN SHEAR DETAILS DO NOT ' APPLY. FOLLOW MIN. U .B.C. REQUIREMENT5. ' • fi IF SHEATHING JOINT 15 SPLIT ON A COMMON MEMBER `'`-•,.... M NO ADOITIONAL TOP PLATE NAILING 15 REQU b. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. NAIL SHEATHING TO EACH STUD PER EDGE NAILING f 0. + ON SHEARWALL SCHEDULE. > 1. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. ;B. ALL PLYWOOD OR GYPSLfi'V1 SHEARWALL5 SHALL BE 2 2 APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. D2 r J' D2 EDGES SMALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. _4 S. DO NOT OVERDRIVE NAILS INTO SHE ATHING. REMODEL REAR 10, APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER z 11. ROOF SHEATHING: '1/16' 05B APA RATED SHEATHINIG (24/0). LAY UP w/ MIN. 1/8' CLR BETWEEN PANELS 1 TD ALLOW FOR EXPANSION NAILING TO BE 4 + VI + I I I ' 11 Til 1�1 1 Z— ---- -- - - - -- D2 _ -� 4 < 8 8d GOI"�'10N W/ EDGE NAILING AT 6' oc t FIELD NAILING AT 12' oc 2 u g r S im, , ALLOWAB D I APHRAM SHEAR: 110x0$2 - 140p If sD2 - NOTE: REMOVE EXISTINCs SIDINCs ON � �J �r SILL PLATE • PER 1c_NST UBG TABLE 23 -I, -H WALL 4 RENAIL EXISTING SNEATHINCs ' SHEATHING 12. FLOOR SHEATHING: 19/32 1"IN APA RATED SHEATHING TO PI -3 PATTERN. POLDOWNS O , TO MEmBER BELOIL 1 � !48/24) NAILED � GLUED. A DHESIVE SHALL .K. LOAD • B2 Tl PE TO APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES -- l�� �. AT LONG PANEL EDGES. NAILING TO 15E lOcd COMMON GJ'i50LIC I . JOISTS Z SP4CING w/ EDGE NAILING AT b' oG t FIELD NAILING AT 10' or- � ALLOWABLE DIAPHRAM SHEAR: 215x0$2u11ZpIf 4> w 0 PER 1991 UBC TABLE « i F_ M 13. PLYWOOD SHALL BE LAID w l FACE GRAIN Sim 3 I!f ( PERPENDICULAR TO SUPPORTS AND END. NOTE: REMOVE EXISTINCs SIDING TO S — 82 Z @ 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO US) C4 CODER 4 RENAIL E X ISTING ti F!-6 A SINGLE 2x SILL PLATE IN 5PEARWALLS NOT EXCEED SHEATHING TO PI -3 PATTERN ?x Stl:DS • I oc %16' 05$ ONE SIDE ca�ci�s $ G ABLE PI -3 ��Lj O Q ME RULING AMENDING A TABLE 23- II L - -� !L ll_ !L L JL !L $/S' a 32' oc -1 -1 23- I1 -1 -2. SEAR SHEARWALL KEYNOTES 10 VIA u [ ca ; TYP. EXISTING sHE,4R �j lop 1 i r. of J L I D ._: Cs 9 IX Q 1 7 i VUJALL DES�� N�TION s 1 Z71 Lop 14 PER DETAIL 8 /SDI t , STHD 14 RJ PER DETAIL 8 /SDI Q 3 HD2A PER DETAIL 6 /SD! ` r . 4 HD54 PER DETAIL 8 /50I t 5 WD10A PER DETAIL 8 /SDI 1 �- b C516 -60 DRA 6TRUT PER DETAIL 10 /6D2 O , 0516 -30 PER DET,-►IL 1/SD2 Y ' - y ] a 0- S16 - 48 PER DET -�'L /SD2 9 PH02 PER DETAIL S /SDI 4F,0 �10 PHD5 PER DETAIL 8 /5DI t i �►� � 9 p� �' ;�►1 it AHDIO PER DETAIL 8/5D1 12 HTT22 w/ 55T520 PER DETAIL 8 /5D, HTT22 w! SST520 OR '1' A LL THRE.lD °ROVIDE FRONT _ THK'ND FOOTING PER MANUFACTURES 13 RE L,U:Ta4 „ MIN. E ' °ROviDE MST48 $TR'P THRU FLOOR ''C .7� _ ---- --- 5+4E- 4RWA�.L ABOVE PER DE rAiL 1 5 5D'. 14 (2) CS!6 -30 PER DETAIL 'I/SD2 HOLD STUD B•+CK TO ALLOW °LYVCCD LOWER FRONT 15 P UL R LU �L, "`�O� T "R°`,►G" HTT22 UP AND �­I'T722 DOWN; V 1/2' ALL THRE -=D Ira BETWEEN THE 'WO. ALL THRE•�D 15 CONTINUOUS T"ROUC -4 PLOOR jO!5'. 1 - PROVIDE SOLID BLOCKING JNOER (CALL ABOVE. MAIN FLOO SHEAR WALLS etaw 11 -w NOTE EXISTINCs SHEAR WALL NOTES FOR ORIGINAL HOME SHOWN 5LACK. NEW SHEAR NOTES FOR REMODEL SHOWN 5LUE. SYMBOLS & LEGEND 1 HOLD DOWN UPTN CALLOUT VER CAL STR- -: P UATH CALLOUT j � PTxx — It M* ONTAL STR.:P WrH S IM DES:GN•:TION 6HE JALL TYPE OF 5�4EAR .,CALL 7 INCL ABOVE JAt.L BELOW I r It t 4 < 8 u g I w N.IiLMG c, x �r SILL PLATE o s � STUDS SHEATHING ' � ti .- u; I r It t 4 < 8 I P'4*'F'- N.IiLMG Q TOP PLATE NAILING() SILL PLATE Z w O s � STUDS SHEATHING ' � EDGE a TO MEmBER BELOIL ` 1 LOAD • B2 Tl PE cel(�(dj l�� �. Z GJ'i50LIC I . JOISTS Z SP4CING OD � i 4> w 0 LJM15ER TWOUGN FLANGE F_ M 2x • 2 4 'oc ( G Z @ e • 20' 0135's 0 14' oc C4 Cf) 150 PLF 191 PLF F!-6 n •� . ?x Stl:DS • I oc %16' 05$ ONE SIDE • � +~ O Q 1 6d • 4' oc L 's 0 12' oc *d • 4' oc $/S' a 32' oc MOLF 10 VIA u ca Y Y (MIN I'NEL:j.4T DR, V'EN 1'E5 3 13 Ibd 0 3' oc Ibcd • 2 -1 oc 16d a 3' oc 16d 0 2 -1/1' oc '� 10' oc 's a 10' or- [A3! *d a 3' oc Ibd a 2 -1/1' oc 6/8' • 24' oc © 5i8' • 12' oc 350 PLF 6!3 F'LF PI-310 3x STUDS s T a i o � + •2) ROWS 'b6 �'2) ROt� 'a • 1' oc (2) ROWS 5/8' 1 6' oc 100 PLF a 1 Z. cr) 16d 0 4'oc II -3 54AT "Iwa JOINTS I r It t 4 < w I P'4*'F'- N.IiLMG Q TOP PLATE NAILING() SILL PLATE Z w O s � STUDS SHEATHING ' � EDGE a TO MEmBER BELOIL ` w LOAD • B2 Tl PE cel(�(dj l�� �. Z GJ'i50LIC I . JOISTS w SP4CING OD � 4> + Q 0 LJM15ER TWOUGN FLANGE F_ M 2x • 2 4 'oc a- 0 Z @ e • 20' 0135's 0 14' oc C4 Cf) 150 PLF 191 PLF F!-6 n •� . ?x Stl:DS • I oc %16' 05$ ONE SIDE • � +~ O Q 1 6d • 4' oc L I r It t T'I.E JOB NO.: _0301411 START""} NO.: 03044.05* SHET S2 • J �. —.. w . , . � i. ... w • r • • r......vwr•w ..✓- ..., r . ♦ w> M tr'nr �+ t` ♦M �Ir� r.rv.'�r•w r. i M^ t Nft 1 SHEARWALL SCHEDULE ; P'4*'F'- N.IiLMG BOTTCt"' PL -V*E N"'LfN5 TOP PLATE NAILING() SILL PLATE ,l1.lLL STUDS SHEATHING i EDGE TO MEmBER BELOIL FROM M EMBER -BOVE NCHOR BOL LOAD • B2 Tl PE cel(�(dj l�� �. Z GJ'i50LIC I . JOISTS CUT /SCL!D 1 - JO ISTS SP4CING REDUCTION LUMBER LJM15ER TWOUGN FLANGE FOR `F M 2x • 2 4 'oc b b ►6d 0 5' oc lo • 5' Ibd 0 5' GC 16d • Woe e • 20' 0135's 0 14' oc 6d • 5' oc *d • 5' oc r+ 150 PLF 191 PLF F!-6 •� . ?x Stl:DS • I oc %16' 05$ ONE SIDE \ t " d 1 6d • 4' oc 16d • 4' oc 's 0 12' oc *d • 4' oc $/S' a 32' oc MOLF 10 VIA PI -3 (MIN I'NEL:j.4T DR, V'EN 1'E5 3 13 Ibd 0 3' oc Ibcd • 2 -1 oc 16d a 3' oc 16d 0 2 -1/1' oc '� 10' oc 's a 10' or- [A3! *d a 3' oc Ibd a 2 -1/1' oc 6/8' • 24' oc © 5i8' • 12' oc 350 PLF 6!3 F'LF PI-310 3x STUDS s T a i P2.4 � , oc STAGGER + •2) ROWS 'b6 �'2) ROt� 'a • 1' oc (2) ROWS 5/8' 1 6' oc 100 PLF a 1 0 4'oc Ibd • 4'oG 16d 0 4'oc II -3 54AT "Iwa JOINTS -lira' 0.5$ TWO SIDES T'I.E JOB NO.: _0301411 START""} NO.: 03044.05* SHET S2 • J �. —.. w . , . � i. ... w • r • • r......vwr•w ..✓- ..., r . ♦ w> M tr'nr �+ t` ♦M �Ir� r.rv.'�r•w r. i M^ t Nft 1 SHEARWALL SCHEDULE ; P'4*'F'- N.IiLMG BOTTCt"' PL -V*E N"'LfN5 TOP PLATE NAILING() SILL PLATE ,l1.lLL STUDS SHEATHING tiAlt T� of EDGE TO MEmBER BELOIL FROM M EMBER -BOVE NCHOR BOL LOAD • B2 Tl PE cel(�(dj l�� BLOCKINCs EpGE F ELD GJ'i50LIC I . JOISTS CUT /SCL!D 1 - JO ISTS SP4CING REDUCTION LUMBER LJM15ER TWOUGN FLANGE FOR `F PI -624 2x • 2 4 'oc b b ►6d 0 5' oc lo • 5' Ibd 0 5' GC 16d • Woe e • 20' 0135's 0 14' oc 6d • 5' oc *d • 5' oc $l8' • 48' or y/8' • 48' oc 150 PLF 191 PLF F!-6 P ?x Stl:DS • I oc %16' 05$ ONE SIDE d 1 6d • 4' oc 16d • 4' oc 's 0 12' oc *d • 4' oc $/S' a 32' oc MOLF 10 VIA PI -3 (MIN I'NEL:j.4T DR, V'EN 1'E5 3 13 Ibd 0 3' oc Ibcd • 2 -1 oc 16d a 3' oc 16d 0 2 -1/1' oc '� 10' oc 's a 10' or- [A3! *d a 3' oc Ibd a 2 -1/1' oc 6/8' • 24' oc © 5i8' • 12' oc 350 PLF 6!3 F'LF PI-310 3x STUDS s P2.4 � , oc STAGGER + •2) ROWS 'b6 �'2) ROt� 'a • 1' oc (2) ROWS 5/8' 1 6' oc 100 PLF 0 4'oc Ibd • 4'oG 16d 0 4'oc -3 54AT "Iwa JOINTS -lira' 0.5$ TWO SIDES g 2) ROWS (2) ROWS • 51 oc (2) ROWS 5/8' • 12' oc eW PLF 60 •3oc 16d03oc Ibd•3oc nC cp i �n C , r- r ^� t r� LJ C r C - C� n . ..3. SHEARWALL SCHEDULE _,_ Po ctxl" 10 PHDS PER DETAIL 5 /50' PANEL NAVNG SOTTO" PL"T`F N"!L.ING 1 TOP 1 4TE NAI -ING 12 ALLOWA WALL STUDS SNEATHINCx +YPE EGGE TH<'ND FOOTING PER 1 "1ANUFA CT URE S 13 RECOtIENDATIONS ,Ji 7' ?-IIN. EMBEZ)"ENT LOAD -0 Bi T PE !�'ROV I DE ' •T 5T48 S R.:P THRU FLOOR - C BLOCKING EDGE FIELD G�Ti SOLID JO I STS C�1T /50L iC i - JOISTS GAR BOL sr- -\CING REOLCTION WCLD STUD BACK TO 4LLOW IF LOWER FRONT ' ��'`" A ONT�NUO�s T�ROUG� I ��R�ND c�, A w VJQ LU1`1BER LUMBER T40L&4 FLANGE W FOR HF 0 1 -624 2x • 24'oc BE T WE E'N 'rHE TWO. .' ; L - ,4RE AD IS CONT I Ny0U5 b 6 160 • 5' oc 16d • 5' oc Ibd • 5' or_ 16d • 5' oc s a 20' A35'e 1111 i6d • 5' oc 16 • 5' oc 5/8' • 48' oc 5/8' • 48' oc 150 PLF 191 PLF Y I YY Y P1.4 7x STUDS * yb' oe 7 OS$ ONE 5,51 �O 4 I '6d • 4' oc Ibd • 4' oc A35's • 12' oc Ib d • 4'o- 6 /S' • 32' oc $01PLF A �3 DIA 1 -3 (qnN) FlVed"ATIG DR' VEN YES s 16d • 3' oc lbd • 2 lbd • :' oc Ibd • 2 - 1/:' OC 6 • 10' oc b • i0' oc ibd • 3' oc Ibd 0 2 - 1T oc b /8' • 14' oc 5/8' • ,2' oc 50 3 PLF 613 P P; - 310 3x STUDS • P1.4 S1 �R 4 (2) ROWS (2) ROWS H35 b • 1' oc (2) ROWS 6/8' • Ib' oc '100 PLF Ibd • 4'oc 16d • 4'oc 166 • d'aG .�I4EATHf14G , /16' 0.5$ P2 -3 JOINTS TWO 5iDE5 3 (2) ROWS (2) ROU S A35's • 5' oc (2) ROWS 5/8' • 12' oc 800 PLF lbd • 3'oc 16 ! 3'oc Ibd • 3'oc �v tQ t J GENERAL SHEAR NOTES woo a w w U 1-; 0 ( N Q / ¢ PER f"l as c. AEMODEL REAR t , 1 T`r `-•'. 4 JA )DESIGNATION5 C7 r. --•-T- . C C 0 ✓ 0 �I l a ll all Q Q UPPER FLOOR SHEAR WALLS .fte1s v4'•r -o' f 4 REAR SHEARWALL KEYNOTES T "r' f=. 5 N4 E A FRUJ,A L L ; 1 STHD 14 PER DETAIL B /SDI (5►M) D�SfC- �N�TIONS . r 2 STHD 14 RJ PER DETAIL 8 /SDI L Y 3 HD24 PER DETAIL 8 /SDI 4 HD54 PER DETAIL 8 /SDI 5 WD10A PER DETAIL 8/5D! 6, CS1(v -60 DRAGSTRUT PER DETAIL 1 0 /SD2 1 0516 - 30 PER DETAIL 1/5D2 DIDDLE .._. ,,,EO �4 8 CS 16 -48 PER DET=AIL 14/502 � �-» 9 PH02 PER DE 8 /SDI ER "orE: NO CHANGE TO THIS LEVEL L SEE GALCULATION5 FOR DE51GN CR7ERIA 2. ALL SWE SF+OII)<V ON T #- 4 E F LOOR FLAN ARE FOR UJ"LLS ON THAT .EVE (TYPICAL"r 6"OWN 8"ADED ). $. ANC«40RAGE 1 5 FOR SHE ARWAL LS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS, NAILS TO BE SPACED PER 1991 U5 r, TABLE 23- 11 -5 -1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SWE DETAILS DO NOT APPLE''. FOLLOW MIN. U15-C. REQUIREMENTS. 5. IF SHEATHING ,JOINT 15 SPLIT ON A COMP'ION MEMBER NC ADDITIONAL TO= PLATE NAILING 15 REQUIRED. 6. PROVIDE TWO 5TUC-5 AT ALL 14OLD 00ilN LOCATIONS. NAIL SHEATHING TO EACH STUD PER EDGE NAILING ON SHEARIUALL SCHEDULE. - 1. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSIJ•1 SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY'' ON STUDS. EDGES SHALL BE STAGrGEREO AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 'B. DO NOT OVERDRIVE NAILS INTO SHEA THING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING ME1" 11. ROOF SHEATHING: x /16' 055 APA RATED SHE ATHING 0410). LAY UP w/ MIN. 78' CLR BETWEEN PANELS 'TO ALLOW FOR EXPANSION. NAILING TO BE 8d COMMON w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 12 or- ALLOWABLE D I APHRAr' e44EAR: 1'l0x0 .82 =140p 1 f 'AER 1997 UBC TABLE 23 -11 -H 12. FLOOR SHEATHING: 19/32 MIN APIA RATED SHEATHING (48/24) NAILED 4 GLUED A DHES I VE SHALL CONFOq."i ?O APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGE5. NAILING TO BE 10d COMMON w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 10' oc ALLOWABLE D I APHRAM SHEAR: 215x0.82 =117p I F PER ISSI UBC TABLE 23 - I i - , H 13. PLYWOOD SHALL BE LAIC w/ FACE GRAIN , PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO USE A SINGLE 2x SILL PLATE IN SHEARWALLS NOT EXCEED 600plf, PER THE WASINGTON STATE BUILDING CODE COUNCILS EMERGENCY RULING AMENDING UBC. TABLE 23- 11 -1 -1 AND TABLE 23- II -1 -2. SYMBOLS & LEGEND 1 HOLD DOWN 111TH CALLOUT VER' CAL 874 -=.P WIT" CALLOUT . pTxx — NOR ZON' 81'R -=•P ;.iJITH SIZE DE 5 1 5N4TION 6"E.AR - JALL TYPE OF SHEAR JALL ALL ABOVE JALL BELOW 911111c Po ctxl" 10 PHDS PER DETAIL 5 /50' < s> PHDIO PER DETAIL 8 /SDI �~ 12 HTT22 w/ 6ST520 PER DETAIL 8 /5D1 NT722 w/ 557520 OR 1, ALL THREAD. PROVIDE ]FRONT TH<'ND FOOTING PER 1 "1ANUFA CT URE S 13 RECOtIENDATIONS ,Ji 7' ?-IIN. EMBEZ)"ENT Z !�'ROV I DE ' •T 5T48 S R.:P THRU FLOOR - C 5"EARt.,^4LL ABOVE °ER DET' L- 14 > (2) 0516 - 30 P ER DETAIL ! /SD2 WCLD STUD BACK TO 4LLOW IF LOWER FRONT ' ��'`" A ONT�NUO�s T�ROUG� I ��R�ND c�, A w VJQ r 2 W 114TT22 UP AND i-r r22 DOWN W/ 10 ALL T'HRE"D I6 BE T WE E'N 'rHE TWO. .' ; L - ,4RE AD IS CONT I Ny0U5 THR0LjG p" FLOOR J015T. 11 PROVIDE SOLID BOCK NG UNDER W-:LL ABOVE. "orE: NO CHANGE TO THIS LEVEL L SEE GALCULATION5 FOR DE51GN CR7ERIA 2. ALL SWE SF+OII)<V ON T #- 4 E F LOOR FLAN ARE FOR UJ"LLS ON THAT .EVE (TYPICAL"r 6"OWN 8"ADED ). $. ANC«40RAGE 1 5 FOR SHE ARWAL LS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS, NAILS TO BE SPACED PER 1991 U5 r, TABLE 23- 11 -5 -1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SWE DETAILS DO NOT APPLE''. FOLLOW MIN. U15-C. REQUIREMENTS. 5. IF SHEATHING ,JOINT 15 SPLIT ON A COMP'ION MEMBER NC ADDITIONAL TO= PLATE NAILING 15 REQUIRED. 6. PROVIDE TWO 5TUC-5 AT ALL 14OLD 00ilN LOCATIONS. NAIL SHEATHING TO EACH STUD PER EDGE NAILING ON SHEARIUALL SCHEDULE. - 1. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSIJ•1 SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY'' ON STUDS. EDGES SHALL BE STAGrGEREO AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 'B. DO NOT OVERDRIVE NAILS INTO SHEA THING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING ME1" 11. ROOF SHEATHING: x /16' 055 APA RATED SHE ATHING 0410). LAY UP w/ MIN. 78' CLR BETWEEN PANELS 'TO ALLOW FOR EXPANSION. NAILING TO BE 8d COMMON w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 12 or- ALLOWABLE D I APHRAr' e44EAR: 1'l0x0 .82 =140p 1 f 'AER 1997 UBC TABLE 23 -11 -H 12. FLOOR SHEATHING: 19/32 MIN APIA RATED SHEATHING (48/24) NAILED 4 GLUED A DHES I VE SHALL CONFOq."i ?O APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGE5. NAILING TO BE 10d COMMON w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 10' oc ALLOWABLE D I APHRAM SHEAR: 215x0.82 =117p I F PER ISSI UBC TABLE 23 - I i - , H 13. PLYWOOD SHALL BE LAIC w/ FACE GRAIN , PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO USE A SINGLE 2x SILL PLATE IN SHEARWALLS NOT EXCEED 600plf, PER THE WASINGTON STATE BUILDING CODE COUNCILS EMERGENCY RULING AMENDING UBC. TABLE 23- 11 -1 -1 AND TABLE 23- II -1 -2. SYMBOLS & LEGEND 1 HOLD DOWN 111TH CALLOUT VER' CAL 874 -=.P WIT" CALLOUT . pTxx — NOR ZON' 81'R -=•P ;.iJITH SIZE DE 5 1 5N4TION 6"E.AR - JALL TYPE OF SHEAR JALL ALL ABOVE JALL BELOW w • C �) In ' v �✓ . ,� V rl 1� l FTING 04422 304421 sriEEt 7 M�. y J 911111c 8 U cr w �~ O w O a Z w C/) w a U) w VJQ r 2 W 0 v � O U 0 M Y Y I YY Y Y N 0 �O o C v o v U �I� l 1 w • C �) In ' v �✓ . ,� V rl 1� l FTING 04422 304421 sriEEt 7 M�. y J 911111c U w U cr w �~ O w O a w C/) w a U) 0 W 0 v � O U 0 N W N 0 �O o w • C �) In ' v �✓ . ,� V rl 1� l FTING 04422 304421 sriEEt 7 M�. y J TYP FLOOR U NS'RaGTION TOP PLATE NAILING TOP PLATE NAILING TYPICAL l!!rd►L CONSTRCTION WTH PER SHEARILALL SG�EDULE TYP EXTER OR .DALE CONSTRUCT ION - ' --w►• •. TYP i�UAL� CON5TRi1CTf01v ;aJ� � PER %EARLJALL SG�D1dLE -•+••. •�- y � .. mow. •,,M, .., ", IUT WALL SHtATHNG PER SC+aEDJLE i wAL, SHE ATNNG PER SCHEDULE BOTTOM PLATE NAILING WALL St•IE NG PER SCAELULE I I PER SHEARWALL SCHEDULE .� S TRAP BOTTOM PLATE NAILING TYP. FLOOR C:ONS'RJGTION ST ER cLAN TYWj WAS'-3 TOGETWER 1 PANEL EDGE 4 FIELD NAILING i PER 9*EARWALL SC64EDALE ! 1 PER SCHEDULE s - BOTTOM PLATE NAILING t W I + _ - I x PER SHE ARWALL SCHEDULE Ill . ?1c tllV 16d TO MAtGN SNEAK ,DALE NAILING i BOT "�M 'PLATE NAi,.MG BELOW INTO TOP PLATE I PER 5HEARWA! L SC4EVULE -- -- i0 d • 6' oc. PLYWD TO RIM JOIST I � •� _ -- .... JON PANEL EDGE ON C01•t•40N MEMBER Q w -BLOMING -.f JOIN PANEL EDGE ON Cal M ON MErIBER PA 'PANEL EDGE NAILING INTO COMMON - -+ 16d T O M.1t 5HEAR WALL NA(LRVG BELOW � F . 1 - - -- - - - -- - - - Z ?X FURFINCs WALL PER 931 LL EDGE NAILING INTG COMMON MEMBER PER SCHEDULE V f'fEI"18ER PER �. TOP PLATE NAILING 6 z (C PER "AftAL, SCHEDULE O r O V!LOCKNG I �" �-- TYP. WALL CONSTRICTION WITH AL PALL EDGE AT BOTTOM OF SILL PLATE - 1 U ' I I 4. EDGE NAILING PER SCHEDULE. ' ?X CRIPPLE WALL PER PLAN TYP. FLOOR GONaSTRIJCTION WALL SHEATHING PER SCHEDULE U T"p EXTERIOR WALL CONSTRIC TY'P. I I _ FLOOR CONSTRUCTION ANC,I -IOR BOLT PER SGHEDtILE Ul llri -; WALL 5HEATI W NG PER SCHEDULE . L C TYP WALL WITH I --�- ' - -- -- - � TYP FLOOR CONSTRUGT!ON _'_".' '� � - � } • .... . W Q �} ----•- WALL S-EATUMG PER SCHEDULE �! .. BLOCK PANEL EDGE PER SCHEDULE a SEE ARCH. DETAILS FOR z Z FOUNDATION CONDITIONS � F _ (� - - _- Z Z SHEAR WALL SHEAR WALL SHEAR � WALL' _ ° WALL EXTERIOR SHEAR SHEAR WALL PERPENDICULAR P . IN O O TYP. w O Q O FFSET TO CRIPPLE WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FL 00 R JOISTS TO FLOOR JOISTS ®FOUNDATION 0 1 3 3/4 =T� •. � a ~_ 17 • .r......... -�_... 3/4 Y-4" ..,.._ ..,.....,.._... 5 3/4 -1-W ...... _....� .�. 1 m t �- , WALL CONSTRUCTION WITU TOP PLATE NAILING " T`I'O!:AL ROOF CONSTRL,,CTiON WALL SFEATNMG PER SCHEDULE ' AiL SHEATHING PER SCH fER SHEAI�LIALL 5CEEDULE m EDULE * "YP FLOOR CONSTRUCTION -- ING RI -- TOP PLATE NAIL - - - `ePICAL FLOOR CONSTCTION NAIL FLOOR SHEATHING PER SHEARWALL SCHEDULE TTPICAL WALL CONSTRUCTION WITH Tµ15 AREA WITH: BOTTOM PLATE NAILING BOTTOM PLATE NAILING 614LL SHEATHING PER SCHEDULE BOTTOM PL ATE NAILING - N� • 48' O.G AT 10 d • 6' o G. EDGES 1 - --- -�: PER SHEARWALL SCHEDULE OUTSIDE FACE OF WALL UN•C 3 Q ON SHE AR WALL SCHEDULE � d • 1Z' oz. . FIELD PER SNEARWALL SG -EDUCE I ten PER .°�I•IEA10lJALL .°�G�'IEDULE TYP. FLOOR CONSTRICTION t III BLOCK ALL EDGES -- . . - -• - . • I0 d NAIL 6 or- PLrX. TO RIM JOIST � - - PANEL EDGE 4 FIELD NAILING 10 d • b' ac. PLYtLh. TO W JOIST ' ----- 8 d • 6' 04 •BLOCKING � PER SCHEDULE BOTTOM PLATE NAILING PER SHIEARUALL SCNELULE BLOCKING PER ARCM DETAILS _- STRAP PER PLAN - BEND WDER t? IRIM JOIST TO TJI WEB STFFENM JOIN PA SEE "EL EDGE ON CallON MEM1BM PANEL EDGE NAILING INTO COM1"iON .IOM PANEL EDGE ON CO" TEMBER C'3 w PER PLAN Q U -- - - -�-- FLOOR JOISTS ELEv JOIN PANEL EDGE ON COMMON MEMBER *A MEMBER PER SG*IEDULE. PANEL EDGE NAILING INTO COM1'10N > PANEL EDGE NAILING INTO COMMON - y MEMBER PER SC�F EDUCE �■T■� W 0 a MEMBER t FIELD NAILING PER SCHEDULE _ '� •• - TYP EXTERIOR WALL CON ION STRICT O = W1I WALL SHEATHING PER Q PANEL EDGE AT BOTTOM Ct SILL PLATE. �-- W BLOCKING ALIGN FLOOR JOIST WITH WALL 2 - f- L J t - TYP FLOOR CONSTRUCTION , - EDGE "LNG PER SCUD E. I J W i - aE8 STIFFENER EA. SIDE ( .4 MC•HOR I BOLT °ER SCNEDJLE � Cc W 0 OVERHANG STRAP PER PLAN - BEND OVER - TYP FLOOR CONSTRUCTION PE QQW }. ' F- ' R PLAN AIM —� - JOIST TO TJI WEB STIFFENER SEE ARCH. DETAILS FOR . -"+ ► TYP WALL CONSTRICTION WITH r BLOCK PANEL EDGE PER SCHEDULE FOUNDATION CoNDITIONIS W l u I j J DO W WALL SHEATHING PER SCHEDULE `f . I - T' EXTERIOR WALL CONSTRICTION 'SOP PLATE NAILING , # • ©� i �� cfJ w U V WAL- SI- IEATHNG PER SC.4EDLALE � PER 5HEARLUALL SGr`IEDULE w Z � 3 CO 0 >� --�• �} -- �...- WALT S1- EAT4INGS T I ONE RAE j (n (r W O I U W is c ¢ Q b w W SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL W W � ja 6 1 EAVE DETAIL STRAP TRANSFER ® JOIST PARALLEL TO FLOOR JOISTS PARALLEL TO F Q W 18 14 3/4 1 10 LOOK JOISTS TO FLOOR JOISTS ®FOUNDATION � W � O _ F .. ���.. �.,.._�,.,.�. - ..v.V - W .M w _ 3/4 = 1-0" .......•- ..,......••..... � 3/4 • -1-0 ' 2 - w cn z ►- co w �M , 3/4 -14r •xn s IJ u; 0 0 -}- -� �•- z , z cnZO- d 'TYP FLOOR CONSTRUCTiON j _J Q F 0 TYP WALL C0N5TRUCTION t1RTH " *r" P. FLOOR CONSTRUCTION w I* - O W I lU4LL ra• HEATHING PER SCHEDULE 'r1'P. WALL CONSTRICTION WITH "TOP PLATE NAILING p D O TYP FLOOR CONSTRUCTION _ NAIL' -LOOK SHEATI;MG THIS AREA LIALL SHEATHING SCHEDULE PER SCHEDULE Al-- -r}- PER SIEARWALL S i cr Z ` I _ UT d • 6' or. EDGES AND =E r'L ATE NAIL Mrs _ 4 - _ 10 d H+ 10 • (?' oz. FIELD -BLOCK ALL. - _ - FLOOR CON{STRlICTION Q p O R S+�EARLr.4LL SGH+EDULE EDGES WITH C d • b' o c_ PLYWOOD NAIL FLOOR gNEATNNG -*� TYP EXTERIOR WALL CONSTRUCT ON O F- U } FLOOR S�- IEATNING NAILING TO THIS AREA WITH 011TH WALL g1- IEATHMG PER SCHEDULE ` C) Z u) PER S►+E ARUAL L 9C.++E DuLE -- - - - -- -- - - I Q I Im d • b' oc. EDGES F p Z 3LCX:KING OR J015T PER PLAN Im d • 12' oz. FIELD i ' I BCTTOM PLATE NAILING W U BOTTOM PLATE NAILING J ' PER SHEARWALL SCHEDULE BLOCK ALL EDGES PER EAR+ LL SCHEDULE - BOTTOM PLATE NAILING Q Z Q CL -.o-- 51MP50N - 40LDOUJN STRAP PER PLAN � ', � I � PER SI-EARDALL 5C,NEDUL.E _ _ _ 1 - z U 10 d NAIL • 6 o r— PLYWD. TO RIM JOIST CO AND SI••IEaRW.>LL SCHaEDUL.E _ -- - _ -- - PANEL EDGE t FIELD NAILMs - _ - - - PER SC IEDULE - - O W ' BLCXX I ! i - --_ - - JOIN PANEL EDGE ON GOMMC.�1 MEMBER m 2 J w Q DOUBLE 5TUZ)5 AT H+OLOOUN BL OOKjNG - PANEL EDGE NAILING INTO COMMON > (r -j I MEM ER PER SCHEDULE � W UJ ` m iU • C-OND ,ON it JON PANEL EDGE ON COMM'ION MEMBER F•uvE� EDGE F {ELK Tv. _'NG BLOCK ALL EDGES __._ � CL Z al CO -- -••Tvr.a� _ PANEL EDGE NAILNG INTO COMMON , /� Z (3 Q CD ,. - V 1 I PER 50- IEDULE - -- - __ +- MEMBER 1 FIELD "LING PER SCHEDULE. SIr1f'$ON ►�OLr OII,N PER PLAN PANEL EDGE t FIELD NAIL " CRIPPLE WL (D b ) - ( � � ' �4L -4ND 5WEARW- SCHEDULE i PER SCHEDULE - .. ---.- TYP r-..00R CONSTR1470N I TOP PLATE NAILING \ - � - SHEATH CRIPPLE WALL 10 d NAIL • b' oc. P'LYWD TO TJI BLOCKING d) PER SWEARUALL .50- IEDtILE SAME AS SNEARWA L ABOVE J4:: CONSTX31GTION lLl��+ 61 TOP PLATE NAILING OR PER SGaEDULE T A - - � SHE PER E PER SHEARWA -L SCHEDULE r �� r �•► �► - 111ALL 5r+i= .;'raNG PER ` U`E • ,'. _ 6EE ARCS. DETAILS FOR T ..rGG�"( PANEL EDGE A, TT I fi �*" Bo OM OF SIL PL •� ; • � - FOI,N. ^s;TION GONDIT OK$ r� _ �! T1'P WALL CON3TRiIGTION WITH i OF �� EDGE NAILING PER 5C��EDULE J , } MALL 5 - EATHING PER SCHEDULE G �,, �'�' ° •� EOINDA ION CONDITIONS � SEE ARCH+. DETAILS FOR • '� ^ y - ----- i•+IC'v'D FTCs W! 3' M!N COvER,�CSE :LL �A� E� •� �., y '! U &PE5 PER '" FG REC.ar'�'iF►yD.�T!ON5 AT ,� p -oo", L HOLDOWN L OCA ON5 SHEAR WALL — — — SHEAR WALL PERPENDICULAR ^; P ERPENDICULAR TO FLOOR JOISTS SHEAR WALL HOEDOWN TO FLOOR JOIST-OFFSET CANTILEVERED 3/4 -1 -0- 15 •_ ._ w 'f FLOOR JOIST SHEAR WALL ®CRIPPLE WALL �ivN- ti:L: � y ......,._.... 3/4 = r-0� �wr�- +r.:o�r -:o_. i.�. 3/4 —14r wo-40 6o 3/4 1-0" 3/4 =1-0' w .... .... i 40 - -"" T''P. �b►1.L CONSTRJCTItIN� WMH TYP. FLOOR C,ONSTRUC *ION VAL s Si4EATW PER SCWD;.LE l< 1'IOLDOWN, PER PI-4N NAIL FLOOR SNEATWNG TuIS AREA � BOTTOM' � .S"E 'V.+r�1G tllTo" 10 d • b IZ ' oz. EDGES AND i� DOUBLE 5T5 AT HIOLDOILN 'OP PLATE NAIL'AICI PER SE$ AL- SCHEDULE 10 d • ' ?' oz. FIELD - BLOCK ALL CONDITIpN PER 544Q", 544Q", SC -EDULE I EDGES ;JITN 10 a • b' or _ PLYWOOD TYP BLOCKING. -'•` -� �- T WALL CONS CTION u1N'H FLOOR __._ __� _ ~ CALL SHEAT,ItNG °ER 5C•EDULE CRIPPLE llr�lu �D l v. b) MR 5HEAQ. -A. �u'GHEZ; I Z mss- B�OCKtNG OR -01OJT PER PLAN � L • "..�" WALL i UNDER R BAR I WT PLATE NAILING ---- ---- -- TYP FLOOR CONSTRUCTION - � 6++ - ATk NG PER 5CWEDuLE M wl PER 5HEAR k4,-: , •E 5CDULE t+ d - - - - i _ P PANE- EDGE 4 F ELD _ PA NEL EDGE FIELD NAILING 6"i wbON kXDOWN PER FLAN NA PER 5C+4EDU,LE EI? '• ' BEAM PER OL P 5C.HIEDuLE � ,AND SHEARLI;ALL SCHEDULE ^ -- FLOM �01STS PER FLAN . - I r • * N TYP FLOOR CdlrS'ac"TION �"'--- FLOOR ,.OISTS PER PLAN - - I RCVIDE SOLD BLOCKN6 INDER M ,4NG+'+OR BOLT 'E'ER . PANEL EDGE I FI ELD NAILING ' BLOCKNG • ALL PANEL EDGES BEARi iel °O NT. — - - - - r bHEAR SG+- IEDu�E PER S."HEDJLE ... ALL Tl� .�p COIE'LER 4.K�N FLOOR .�OMJT I{t� W'� T'ER FLAN + ---r -- PANEL EDGE 4 FIELD NAILING 6R"!P�.�OIV +aOLDOY�I STRAP PER PLAN OP' ON TO MY HOEDOWN pIQdT PER °L•�N OR SEAR .�4LL PER SCHEDULE Iw 18 NO.: AT COOT INK? 11R.a� tA° OOIF - �4*C SHEAR t+.A -L SCH+E�"wLE - -- --- i _ � � � � _ �- - ,' � .. � ... To FL ABOVE din - SEE 4R>^.N DETAILS TYP. FLOOR ;,ONSTR,d :T11Ar tt"L�Ih !�GTB OR -41 TH1 AD PER TOP PLATE NAIL MG I FOINDA T ION COCITI 5 1 TYP. WALL CON5'R.CT;ON WiITH 'PLAN. MIN E► BEDI" ENT PER ° PER SHEAR 'uJ4L, SCHEDULE LAN (7) •a BAR CONT, (Dl v. 3) EDU - -,► .• ,. 6WATo4NG PER 50 LE 4. N , ' . 15 Lp TO HOLDOWV `� `YF►. WALL CONS'RIC Oh un'tN L - , �', S EE °._AN 's •+ SEE ARC.J. DEtA': S FOR IW►L. SHEA'+»NG PER 80 -EDULE , rM � VC. E �10R 30LT PER SHE•i!�•�LL , �ffT N " AC.CEPTABLE TO EPDXY GROG AL THREAD INTO FOOT NG -� TW'v'D FTG w t 3' MIN COMER A ALL SHEAR WALL L _ _ _ _ _ _ _ � 611* S PER � RF :OMMFWD AT SHEAR WALL PARALLEL Oo0, ,,� T SHEAR WALL PARALLEL TO FLOOR JOISTS HOEDOWN STRAP TO FLOOR JOIST - OFFSET CONDITION 16 3/4' =1-M �7dw -w. ►-�� i SHEAR WALL HOEDOWN � CRIPPLE WALL INTERIOR Or 3 /4' =1- ir dnr, -�M. -rte_ i Ji _ .J: 1 3 /4' =f-Or - - w.wr•u�...,. _... 3/4 =f-Or - _.�• 4 3 14' =1-a n �r ir-�r�1i<1rr -r1 A F :. V;! t , . +�• v�:.r'� 1# �1'pf► :+�dvl:. „ K', .; >:.. r 1 ...►�#FtiiM "+• GTW. P PI .*EAR>*ALL PER PLAN AND SHEAR,,i4L,. SCHEDULE (2) STLVS AT EACH STRAP BOTTOM PLATE NAILING IPER SWEARILALL SCHEDULE ISMID BLOCKING AT STRAP BEAM PER PLAN TYP. FLOOD" CONSTRUCTION � DROPPED BEAM 1 STRAP PER 6HEAF311ALL PER PLAN 44D SHEARU AL.L SC- -EDULE 0) STUDS AT EAC«: STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE JOIE' OR BEAM PER PLAN I 'TYP. FLOOR CONSTRUCTION 2x4 FLAT BLOCKING - kk L STRAP W/ 80 CGIMM0N • 8' oG. S"DSM CSW STRAP PER PLAN, LAP ONTO J WALL OR BEAM AND NAIL WITH 8d COI'T'ION 0 4' or- HOLD STRAP AT JOIST DRAG STRUT CONNECTION 14 10 . 3/4 -1-0" I I � 4.. \ 1 6EE ELEV ATION 01�RJ`+ANG ; PER PLAN FLOOR DIAPH RAM TYP. EXTERIOR WALL CONSTTRWCTION VT+d WALL SWEA THING PER 5C DULE BLOCKING V (3) Ibd EAC44 STUD NAIL PLATE PER 6CHEDJLE 2x BLOCKING BETWEEN RLOOR JOISTS A'''1 ROOF CONSTRUCTION. NAIL ROOF SNEATNiNG PER SCHEDULE M 4 24' O.0 AT IINSIDE FACE OF WALL U N-G, ON SHEAR WALL 504EDULE 2X BLOCKING PANEL EDGE 4U5 OVERLAP BEAM i FLOOR ,FOIST I µ ANGER BE"OND (PER PLAN; T� P EXTERIOR "ALL CONSTRUCTION VTI + WALL SHEA THING PER SCHEDULE ® BEAM OFFSET DRAG STRUT fIM1r f1/.f�A/�/1A�/ _- If %pv%r"wf - TYPICAL EXTERIOR WALL WNST. V WAL.. SHEATHING PER SCHEDULE 2X BLOCKMCs LEDGER - S*+EATHING CONTINUOUS BEHIND LEDGER W/ PRE55 JRE BLOCKING 5ETl1EEN RAFTERS T"PICA1. ROOF CON5T. NAIL ROOF SHE ATHING PER SCHEDULE PL YWOOD SU15FLOOR TO EDGE OF BE4"I PANEL EDGE OVERLAPS 13EAM HANGER PER PLAN LEDGER - NAIL 101 I6d 6 8' ac. STAGGERED I —. -- TYp FLOOR C0145T. SHEAR WALL PARALLEL TO BEAM 3/4' =T-(r ....... —•. wv ..vim,. • w 1 TYPICAL ROOF CONSTRUCTION TRUSS PER PLAN WrTH SNEATNING PER , r.1 _ -- -. ISWEAR WALL 5CWlEDULE - PROVIDE &*ATHMG ALONG TRW FOR FUL. LENGTH OF THE DESIGNATED SWEAR ,WILL 15ELOUL - 0) STUDS AT EACH STRAP . ROOF SHEATHING U 6d AT 4' or.. J .. Z 16d TO MATCH 5HEARWALL BOTTOM PLATE NA LING PER SHEAIMAI.L SCHEDULE UJ NAILING BELOW I - STRAP PER t UJ H . f -- 2x LUTH Ibd TO MATCH ±PLAN 1 5HEAR ;HALL SCHEDULE i lil Al S MCs WEAR WAL NAIL BELOW - � • 3' oc. INTO TOP PLATE - M/4 TIMBERSTRAND LSL RIM BOARD O Ul d) • ac I 'Z U) w ~ U 'JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO C 71MON 7 ` , O � MEMBER I FIELD NAILWx PER SCHEDULE }- O 1 - PANEL EDGE I FIELD • _ -J U F '1 NA ILING PER SCHEDULE WALL U PERPENDICULAR _.... TYP EXTERIOR JALL CONSTRUCT!ON UJ ----- TYP. WALL CONSTRUCTION WITH •t VTH+ WALL SHEATHING PER SCHEDULE --. ul O -- I&,IALL SHEATHING PER SCHEDULE TYP. FL OOR CONSTRUCTION U Lu c NOIT.: O&N TRUSS ALIGNS WITW WALL. USE AN A35 CLIP OR t J Z- A35F CLIP BETWEEN TOP PLATE AND TRUSS BOTTOM z CHORD PER SHEAR WALL SCHEDULE. fl S Z - cr Cr U <ZOo t U.1 pp� CL 0 Q ?u �0 �Z z 2 INTERIOR SHEAR WALL PARALLEL TOR HOLDOWN STRAP ® FLOORS n 3/4' =1'-0' �w (2) ib d ; NAIL ROOF SHEATHING PER SCHEDULE. 8 d NAIL a 4' or- a EA. OUTRIGGER TYPICAL ROOF CONSTRUC:TICX NAIL ROOF %VATHING PER SCHEDULE. + HI * 48' OL. AT t INSIDE FACE OF WALL UND. CN SHEAR WALL SC *CX LE 6 d 0 b' oc. 0 BLOCKING 12 BLOCKING PER ARCH. DETAILS SEE ELEVATION ; P *El EDGE AT TOP PLATE. EDC# NAILING PER SCHEDULE OVERHANG k PER FLAN -�- -�- TYP. EXTERIOR WALL CONSTRUCTION WH WALL SHEATHING PER SC4 -WUL.E i SHEAR WALL ® EAVE 3/4' =1-0' .... w • OUTRIGGER PER ARCH. DETAILS �YERN.'INCs p I TYPICAL ROOF CONSTRUCTION. I NAIL ROOF SHEATHING PER 5C;-f U E. Wl . 48' O.C. AT NS I DE FACE OF WALL UXO. t ON SHEAR WALL SCHEDULE — S d * 6' or, 0 BLOCKING 12 BLOCKING PER ARCH+. DETAILS - - - �- - - j rbEE ELEVATION PER PLAN -- GAI15LE END TRUSS. CONTINJE SHEATHING PANEL EDGE AT TOP PLATE EDGE NAILING Lei AWYE SWEAR WALL TO UNDERSIDE OF I PER SCHEDULE FtOa SWEATWWs NAIL TO CABLE PC � TRUSS PER SCHEDULE. , JO PANEL EDGE ON C471MON MEMBER PANEL EDGGE NAILING INTO COMMON I OVERHANO: MEMBER PER SCHEDULE- PER PLAN -� TYPICAL ROOF CONSTRUCTION '- - --: TYP. EXTERIOR WALL CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION 4 0%1 a1,v� �} -- BATH WALL SHEATHING PER SCHEDULE 9JITN WALL SWEATWING PER SC-* EDULE SHEAR WALL o TRUSS GA BLE END 3/4' =1-0' Q)* d TYPICAL EXT. WALL CONS NAIL ROOF St4EATNING PER SCHEDULE. 110 WALL 50IEATHING PER 5C.HEDULE --- ..�. -.--. 8 d NAIL * 6' o - TO TOO CHORD � TYP. WALL CONST'Ri:CTION ;i1'fN II 2X BLOC 4i 4 BLOCKING WALL SHE.lTr.�ING PER SCHED --�•► Ir. r (2) STNS AT o4OLDO1LN ROOF 54-EATWING AND NAILING I6 d • 6' Or- PER FLAN AND S"EARWALL 60iEDULE • WLDOINN PER O'LAN ri OlTRIGGE'R PER ARC-4. DETAILS � C7VER'NANG BOTTOM PLATE NAILING ` - PER PLAN PER �•EAWla 5C*EDULE RUi SHE4THING B6.1 ND TYP FLIOOR CONSTRUCT!ON sx L.EDGER QAFTER OR 'RUSE CHORD • WITH (2) 160 NAILS :.' EACH+ STUD K AND (1) Ibd NAILS AT EACH BLOCK - BLOCKING AT CEILING L!NE H�OLDOYN PER °L.1N 1 PLYWOOD SU1°lF 'O 1r!'PIGAL ROOF CaNSTRUGT,ON JMT OR 13EAPI PER CL AN EDGE OF BEAM . - - - - PANEL EDGE OVERL -+PS BE AI'" - -�•• r TYP EkMR'OR ,LICE: CONSTRJGT!QV 4 'YP'CAL FLOOR SONST BALLOON FRAME Cs,*,E DO WALL UPPER WALL S H EAR WALL o EAV E 3 /4r =lr4r of t? TYCICA- ROOF C.ON5TRUCTIM �- NA L ROOF SHEATHING PER 5CWEDULE. SEE ELEv M • 48' O.G. AT NSVE rACE OF ;;ALL U ND. ON "* -HEAR WALL SC.HEDL.LE R530 0 24' oc. d o 0 6' Or. 0 BOCK NG BI.00K$d PER ARCH. DETAILS �-- A35 CLIP 1 ROOF SHEATHING U 6d AT 4' or.. J .. T Z > Wp� t TRLWE PER PLAN Q OR EaJAL 2x4 FRAMING ALL W W/ 8d NAILS AROUND LL • 3' oc. QQwE O lVd AT 3' or_ ac CL U) w ~ U O SMEAR WALL TOP PLATE , -"- -- SHEAR WALL BELOW PER `E W NOTE PROVIDE SHEATHING BETUM TRUSSES FOR FULL u j W LL J -ENGT OF THE DESIGNATED SHEAR WALL BELOW. ; INTERIOR SHEAR WALL f PERPENDICULAR TO ROOF C C 0` am 3/4' =1'-0' �w (2) ib d ; NAIL ROOF SHEATHING PER SCHEDULE. 8 d NAIL a 4' or- a EA. OUTRIGGER TYPICAL ROOF CONSTRUC:TICX NAIL ROOF %VATHING PER SCHEDULE. + HI * 48' OL. AT t INSIDE FACE OF WALL UND. CN SHEAR WALL SC *CX LE 6 d 0 b' oc. 0 BLOCKING 12 BLOCKING PER ARCH. DETAILS SEE ELEVATION ; P *El EDGE AT TOP PLATE. EDC# NAILING PER SCHEDULE OVERHANG k PER FLAN -�- -�- TYP. EXTERIOR WALL CONSTRUCTION WH WALL SHEATHING PER SC4 -WUL.E i SHEAR WALL ® EAVE 3/4' =1-0' .... w • OUTRIGGER PER ARCH. DETAILS �YERN.'INCs p I TYPICAL ROOF CONSTRUCTION. I NAIL ROOF SHEATHING PER 5C;-f U E. Wl . 48' O.C. AT NS I DE FACE OF WALL UXO. t ON SHEAR WALL SCHEDULE — S d * 6' or, 0 BLOCKING 12 BLOCKING PER ARCH+. DETAILS - - - �- - - j rbEE ELEVATION PER PLAN -- GAI15LE END TRUSS. CONTINJE SHEATHING PANEL EDGE AT TOP PLATE EDGE NAILING Lei AWYE SWEAR WALL TO UNDERSIDE OF I PER SCHEDULE FtOa SWEATWWs NAIL TO CABLE PC � TRUSS PER SCHEDULE. , JO PANEL EDGE ON C471MON MEMBER PANEL EDGGE NAILING INTO COMMON I OVERHANO: MEMBER PER SCHEDULE- PER PLAN -� TYPICAL ROOF CONSTRUCTION '- - --: TYP. EXTERIOR WALL CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION 4 0%1 a1,v� �} -- BATH WALL SHEATHING PER SCHEDULE 9JITN WALL SWEATWING PER SC-* EDULE SHEAR WALL o TRUSS GA BLE END 3/4' =1-0' Q)* d TYPICAL EXT. WALL CONS NAIL ROOF St4EATNING PER SCHEDULE. 110 WALL 50IEATHING PER 5C.HEDULE --- ..�. -.--. 8 d NAIL * 6' o - TO TOO CHORD � TYP. WALL CONST'Ri:CTION ;i1'fN II 2X BLOC 4i 4 BLOCKING WALL SHE.lTr.�ING PER SCHED --�•► Ir. r (2) STNS AT o4OLDO1LN ROOF 54-EATWING AND NAILING I6 d • 6' Or- PER FLAN AND S"EARWALL 60iEDULE • WLDOINN PER O'LAN ri OlTRIGGE'R PER ARC-4. DETAILS � C7VER'NANG BOTTOM PLATE NAILING ` - PER PLAN PER �•EAWla 5C*EDULE RUi SHE4THING B6.1 ND TYP FLIOOR CONSTRUCT!ON sx L.EDGER QAFTER OR 'RUSE CHORD • WITH (2) 160 NAILS :.' EACH+ STUD K AND (1) Ibd NAILS AT EACH BLOCK - BLOCKING AT CEILING L!NE H�OLDOYN PER °L.1N 1 PLYWOOD SU1°lF 'O 1r!'PIGAL ROOF CaNSTRUGT,ON JMT OR 13EAPI PER CL AN EDGE OF BEAM . - - - - PANEL EDGE OVERL -+PS BE AI'" - -�•• r TYP EkMR'OR ,LICE: CONSTRJGT!QV 4 'YP'CAL FLOOR SONST BALLOON FRAME Cs,*,E DO WALL UPPER WALL S H EAR WALL o EAV E 3 /4r =lr4r of t? TYCICA- ROOF C.ON5TRUCTIM �- NA L ROOF SHEATHING PER 5CWEDULE. SEE ELEv M • 48' O.G. AT NSVE rACE OF ;;ALL U ND. ON "* -HEAR WALL SC.HEDL.LE R530 0 24' oc. d o 0 6' Or. 0 BOCK NG BI.00K$d PER ARCH. DETAILS �-- A35 CLIP 1 / .. \ PER 5�- �EARWALL SCHEDULE � 08 Na -- 1 OVERHANICs _ PER -LAN - r � TYP. EX WALL CONSTRUCTION VKH SUALL SHEATHING PE SCHEDULE nvwvWn IV FIVLUVWIV O rwUM TV LOWER ROOF CONNECTION �ZHEAR WALL o BALLOON GABLE END /'1SHEAR WALL o EAVE Q 16 ai�•=ro ___..�.__._ _12 au•.ro� ."_ Usi�• =ra .6�. _, -r au•=ro ._._....�. 4 I r � U UJ Q O Z > Wp� 8O = Q =H-F - JCWH- W 4- cr LL QQwE O w` ju)8 � ff cn U ac CL U) w ~ U O WZW O W cn J CL W u j W LL J Cr < -300 w U cr w < � LlJ C 0` W U) uJ = = V)z 0 Q Z Q pEO u ~ �Q 0 0 fl S cr Cr U <ZOo pp� CL 0 Q ?u �0 �Z U Q fYt1 n �� Cr 0 Z �O _1: z C/) Q C > CO C) lt} W Z ►- wCD Z U O ZI -0000 m W ccs / .. \ PER 5�- �EARWALL SCHEDULE � 08 Na -- 1 OVERHANICs _ PER -LAN - r � TYP. EX WALL CONSTRUCTION VKH SUALL SHEATHING PE SCHEDULE nvwvWn IV FIVLUVWIV O rwUM TV LOWER ROOF CONNECTION �ZHEAR WALL o BALLOON GABLE END /'1SHEAR WALL o EAVE Q 16 ai�•=ro ___..�.__._ _12 au•.ro� ."_ Usi�• =ra .6�. _, -r au•=ro ._._....�. 4 I r � U UJ Q Z > Wp� 8O = Q =H-F - JCWH- W con cr LL QQwE O w` ju)8 � ff cn U ac U) w ~ U O WZW O W cn J CL W u j W LL J Cr < -300 w U cr w < � LlJ C 0` W U) uJ = = V)z 0 Q Z Q pEO u ~ �Q 0 0 fl S cr Cr U <ZOo pp� CL 0 Q ?u �0 �Z U Q fYt1 �� Cr 0 Z �O _1: z C/) Q C > CO C) lt} W Z ►- wCD Z U O ZI -0000 / .. \ PER 5�- �EARWALL SCHEDULE � 08 Na -- 1 OVERHANICs _ PER -LAN - r � TYP. EX WALL CONSTRUCTION VKH SUALL SHEATHING PE SCHEDULE nvwvWn IV FIVLUVWIV O rwUM TV LOWER ROOF CONNECTION �ZHEAR WALL o BALLOON GABLE END /'1SHEAR WALL o EAVE Q 16 ai�•=ro ___..�.__._ _12 au•.ro� ."_ Usi�• =ra .6�. _, -r au•=ro ._._....�. 4 I r .. . w: '' . a �' . i � • .. y , •t .• YO �. '�•�- a. �.�'.r�.w;' I..i+�Yf' w.. 7 �...:.'f�r ° •. .'.Io. a � I�L..11 +r.+` •R!tl• �I�� .�r�w�w.nR.�l�d _ 518'1x10' AS & ?'X2 X3/Ib' SID 6TEE =LATE 64�RS • 4' - 0' FINISH CiR„D } OZ (.Div. 3 SWEET A - I) EXCEPT AS NOTED ON 514E ARL• .' E= 6G«IEDULE i' MIN. ErIBEL• _ (2) •4 BAR • 'OP 8 4 VERT BAR• 7'O G t,Cly 3 So -BEET A -1) rl' CLEAR pp rR4 VER' J BAR GR C • 6' oc. • t1 _ l D i' ✓. 3 GHEE A- l i DAMSD PROOF NG ( DIV.1 SHT 41) p 0 4 HORZ BAR • 10' cc (AIV. 3 SIDE' A -1i •, TIGWITL INE d• L A i. • - SEE DETAIL S/P8O FOR e 'i 4'= �" • • `� �. • r FOOTING DRAIN CUVSTRUC-TiON - 1 • (DIV. 2 A - 1010 M j (DIV. 3 SHEET A -I) " SOiL ID SUBSTRATE NTS _ N T.5 RETAINING WALL DETAIL 16 I /4". -W 42 L� t m vi CD S CV r-- ti Q 1 lJ r� (D J L._ W �L C � J • C; I �C) !1. Lli r f t- mik TWO DECKS WILL NOT BE USED FOR ALL CONDITIONS. INSTALL LOWER DECK ONLY WWEN GRADE IRI<MIRES. 2xb RAILING 2x2 • 5 1/2' OC (CLR DIS BTWN NOT TO EXCEED 4' coo 7 5/8'Ox!0' AB W/ 2'X2'X3 SG 1 ' 6TEEL PLATE W ASHERS • 4' -0' �.. q,11 O.G. (DIV. 3 !SWEET A - I) EXCEPT NTg , 1 r FOOTING DRAIN DETAIL FOUNDATION DETAIL FOUNDATION DETAIL � /4•�r -or 5 � /4•�r -or 1 - 1 5/4 x 4 TK GDR DCK'G + 1 + I -� --_"" 2x8 P.T. DECK JST AT 16' O.G. 5/8'1x)0' AB. W/ 2 S.Q. -•-- --- ATTACH LEDGER ►u/ FOOTING DOES NOT SLIDE M THIS STEEL PLATE WASHERS • 4' -0' I I COND'TION, FOOTING SPANS O.G. (DIV. 3 SWEET A -1) EXCEPT 5 /8' i HICULAR 5UlR�CHAIR�'•E X2 X3/1E S.Q i 2 R01:l�5 OF I/1' LAG BOLTS AT 16' oc 44ORIZONTALLY. . _.._- - hc 10' A8. WI ? • AS NOTED ON 64•EARL11.4LL _ STEEL °LATE WASHERS • 4' - � SCHEDULE 1 MM. EMBED. 5/8'#x10' A.B. AB. W/ 2'X2'X3/16' SiQ - � STEEL PLAT WA SWIER3 • 4' -0' i GRADE . - a O.G. (DIV 3 SHEET A- 1) EXCEPT ; - AS NOTED ON SHEARWAI_L �-c� T` R TJ I FLOOR FRAMIING t TOP OF 5i-AB - -- FINISH GRADE AS NOTED ON E ETARIIL4LL EXCE OC 14EDULE 1' MIN. EMBED - - - I RIM BOARD PER PLAN • ; � (?) V BAR •TOP .... U EDULE 1' Mk (2) •A BAR • TOW' - 6r IQi A T BEAIr' B"150 -- - r " . (2) •4 BAR •TOP - I/1 •x10 A.B. Ill/ 2)Q'X3i16 S�Q STEEL PLA TQP OF J BAR_ -_ 0 4 VERT. BAR • 14' oc, FALL EGCbb TO POSTS X — ' E !u4SoERS • 4' -0' O.G. (DIV. 3 SWEET A•1) TQP OF J BAR F GRADE EXCEPT AS NOTED ON SHEaauALL SCHEDUL � HEKaNT OF WALL ( ABOVE AND BELOW _ _.. VERT. BAR • iZ oc, FULL _ rDIY. 3 54MT A -1) T d) u BERT. BAR • 16' OC, FULL X � WEIGWT' OF WALL _ ,' MINI. • I I/1' CLEAR - 2x FACIA BOARD l? GREATER HEIGWI OF WALL 1 1/2' CLEAR !2) 'R4 BAR •TOP • I (DIV. 3 SWEET A -1) (DIV. 3 SWEET A -U 1 V7' ai + - DEP*N THAN JOISTS) �t TOP OF J �- �I V. - S YEW, J BAR GR60 • 1' oc (V 31A' r _ A z S VERT. J BAR GR60 • 8' oc _ 0 4 WiORIZ BAR 10' OC, I' -b' CORNER z • _- tp!v. 3 S►IEET A -I) 1 •4 VERT J BAR • 8' oc , — - . , OVERLAP ,DIV. 3 SWEET A -IJ z ✓� - , LAf, BOLT, Z - - IDIV. 3 SWEET A -i) A ► . NOTE: SAfs. MUST BE IN . !� (DIV. 3 SHEET A- AT EACH END , -- - r9 = PLACE PRIOR TO �L 't - 94 VERT J BAR Ib' OZ, ALTERNATE RENDS DAMP 'ROOFING l DIV. 1 SHT AV I i/2' CLEAR (DIY. 3 SHEET A -1) .. bxb 7 �r BAC�ILL OF WALL. '•. DAMP PROOFING l DIV. 1 SWiT AU � • • ` •4 HOR: BAR • 10' oc - 8' -m' MAX tD Iv. 3 SHEET A -1) SPAN BRACE, - - - - •4 WORZ BAR • 10' oc BAR a . WORZ CiNI TYP. n (DIV. 3 SHEET A -U I�b OVERLAP (MIN) TK,HTLME ' �`� F I OP SL (DIV. 3 SHEET A �' `•; - - --- DAMPPRnOFING (DIV. 1 SWEET A-1) 1 •4 HORZ BAR x 3' - • 14 Oc bxb P.T. POST .,� •.� _ _ -- . - y •• " l B�1 , '�' w DAMP Pf'IOOFIfNG DIV IV 1 SWIT Al) N ►� TI - ') Iw 0866 ~� (DIV. 3 SHEET A (y `' T IGHTL NE GNTLfNE TOP OF cT .+ - '-� - TIGW�TL INE FINISH GRADE m ? , ---- •4 HORZ. BAR 2 -0' • 1 .� r . (41.4 BAR VERT t '4 I WORZ BAR 3' - 0' • 10' oc TOP OF FT' '' �'�> �� �"* x> N (DIV. 3 SHEET A -1) ' t ! OP .V. 3 SHEET A - 1) - •p • f 1D ' ! STUB INTO FOOT - T r '� �. ... �= v 0 0 AI - -+- AI - • 1► MG , DET AIL 9/P8 FOR DRAIN D S"O FOR FOOTING "�� ` "' "f '"" I • : _/'` tDl • - • I _ • i0 •' • : FOOTING DRAM CONSTRUCTION M TI D SWEE * • + (' • ' - ' -- ttRAP • 12' or- � � • (5) •4 BAR GON . - -- - �►` i GANSTIa'UC ON ( DI V. V. 1 A -1 ) •4 BAR 4 MIN. TOP AND BOTTOM • -• (Div. 2 SWEET A - I) z I (') • BAR CONT __. -- 36'x36'xlm' GONG PAD i (DIV. 3 SWEET A -U •� "L. BAR CONT. SOLID SUBSTRATE (DIV. 3 SWEET A -) !FOR FROST) fb� u . (3) •4 BAR CONT. (DIV. 3 SWEET A -1) -- SOLID SUBSTRATE w/ (4) 04 BAR EACH WAY «n I (DIY. 3 SHEET A -1) 6 SOLID SUBSTRATE SOLID SUBSTRATE SEE DETAIL %/POO FOR `� ---- ON SOLID SUBSTRATE ' - 4' 8' 2 - _ t'�TING DRAIN CONSTRUCTION FOOTING DEPTH PER - - SEE DETAIL 9R'80 FOR 4' CONC. SLAE OVER 4' ROCK , - - - NTS (DIV. 2 SWIEET A -) ,. _. S' _ - _ 8' -- 2' -b' FOOTING DRAIN CONSTRUCTION 2' -3' 8' 1' - aEeE1VED ILA NT5 GEOTE.,H ENGINEER N.TS. (DIY. 2 SHEET A-1) NTS -- NTS OVE VAPOR BARRIOR CITY pF'TU1CW RETAINING WALL DETAIL TYP.-DECK CROSS SE TION FOUNDATION DETAIL FOUNDATION DETAIL F O UN DATION MAR 2 4 ZOU4 �, 7 ,�•�.�. 13 lo + + 4- -4. S/4 ut'-W ... 3/4!-.-'f -W �- w 314!=f-W 2 - PER ►!>�- 5/8'1x10' A.B. W/ 2'X2'X3/16' SO FOOTING DOES NO SLIDE N THIS STEEL PLATE WASHERS • 4' -0' CONDITION FOOTING SP O.G. (DIV. 3 SHEET A -1) EXCEPT 1/EµlCl�l,AR SCAfd'sEi AS NOTED ON SHEARWALL • � 3/8 0x10 A.B. A W/ 2 X?'X3/1E 5.Q. - - - 5/8'1x10' dB. W/ ?'X'1'X3n6' S.Q. W+ORIZONTALLY. STEEL PLATE WASHERS • 4' -0' ' t STEEL PLATE WASHERS • 4 -0' SC 14EDULE 1 MIK EMBED. - =NISra GRADE r OL tCIV 3 SWEET Q - !% EXCEPT - FINIgW► GRADE EX CEPT AS NOTED ON SHEARIWALL TOP OF SLAE F INISH GRAI AS NOTED ON SHEARWALL 'sue' SCHEDULE „ MIN EMBED - SCHEDULE �' MIN EMBED l2) 04 BAR •TOP 0) 0 4 BAR • TOP i _ `' _ TOP OF BAR •4 VER'. BAR • 1 2 ' oc, FULL f2) t4 BAR TOP - (SHT OF WALL • . i R/2' GLE aR ✓3 `.EE' -1i •, �- + OC, X ei •4 VERT. BAR • 10' F1JLL 1 1/2 CLE -%R W1E iC:HT OF WALL = ► °i �• TOP OF J (Div 3 SHEET A -v t ` •• - - _ X f •t S V>`R' BAR Cs260 • 6' oc ..' 04 'dERT BAR SR&O • 14' oc o� -IN •4 VERT. J BAR • 5' oc � zl 611 01 1 - A-1) (D V. 3 SW (DIV. 3 SHEET A -1. tAly. 3 SWEET A - SHUT A -!) NOTE: SOfa D AMP PROOFING ( DIV 1 SwT A ' ; 1 - en Z PLACE PRI DAMP PROOFING ( DIV 1 SW+T AI) ► • 1 I/?' CLEAR ' =� - • HORZ. BAR • 12' oc •4 BAR • 10' oc •A +- ►oR:.. 8A4 • e' oc � . z �n a4G1�ILL c _ (DIV. 3 514EET A -1� �Dlv. 3 SHEET A -1) .n i . sRADE ,. tD I V. 3 5+•+EE T .: - � ' en tQ OF SLAB lei "`- rf lff ill ' I . • �! 0 4 ✓•iORZ BAR 3'- • I ?'oc ` ; W ~► DAMP PROOF l I 'f tp I v 3 5►•�'ET A � , --. ' ING D IV SW Al) W p i[ I i' IC:N'L INE TOP�OF FT G aJ,' TICs*�'L . A � I TICsI �TL ! �t ( _ • _ > T �. r i w t ! OP FT'G 4 WM. BAR 3' 0 • 10 oc _- - - -- _ _ _G # bill - r • • - - , - _SEE DETAIL 9'80' FOR IDIV 3 SWEET A -!) - "� f • • - ' 41 • — �— • FOOTI � TRUC ON _ _ ' • ... .► t r voNS i T e ► •� - e (8) 04 BAR CONT ' • - 4 ' - 1 - (4) •A BAR CONT_,�.: '' '� (b) 0 4 BAR CONT. cn ' (Dlv. 3 SHEET A-'' � M I V. 3 SHEET A -1) rn� (DIV 3 SHEET A - I) SOL ID SUB5rR.:. 60L ID SU55TRATE �- 6OL ID SUBSTRATE SEE DET•+ e/P80 FOR SEE DETAIL 9/P80 FOR 2' -4' fOOTMG OR.•'►` CONS *R�C 1' 3' 8' IfJ' t► �l t1 • L � (,D A• ,r U (Z} Lu J w LL` = E Q ()0 [t 00 =w .Q -j w H- Z Faso ° Jd IA U cr O �■■■� Z = I � w ~ U LL Z w 4< cr m00 U w C/) W W Q 15C) x A al uj �wJco W aoL__= > LU Cl) Z U■�■�1 c/) z ~_ Z �Z L a M� �000 0 0 Z) 0 01-- a W oo0 0 'a Qcjzz v �� o � cl W oc) �0 Z _j iflwW w Z m p ~y O w r m (n Z 0<m 1 e TOP OF R -_ ' . (D IV. 3 BEET A -1 M "UST BE - S VERT. BAR GR60 • b' oc •9 1 0 4 VERT BAR • 8' oc R TO 5" - - (DIV. 3 SHEET A - z (DIV. 3 SHEET A- WALL - DAMP PROOFING k' DIV 1 SHT Al) F _ 1 ' CLEAR 4. - 0 4 HORZ. BAR • 8' oc •D I Z leer -- V1 •4 r•iORZ BAR • I0' oc • • • : 1' -6' OVERLAP (MRw n (DIV. 3 SHEET A -1) • 4DIV 3 SWEET A - 1: 1 FINISrNED GRADE :e TIGWTLME lit ••..fir - 1 �_• �- DAII"IPPROOFMG ; D!V 1 SHIT Al) 3 a 0 4 WO BAR 3' -0' • 12' or ;• `� _ > - TIGHTL!INE (DIV. 3 SHEET A -1) 6 FT -- • ' ; • • �'"'', -•--- SEE DE IL SADSO FOR �p r a;r • •'- '• ' • ' v , FOOTING RUC DRAN CONSTTION (5) • 4 BAR GOVT • '�• . • • • • (DIV 2 SHEE A -I) (2: AT TOE (b) 0 4 BAR CO NT. l Dl v. 3 SHEE T A - 1 ) ;nl E (Div. 3 SWEET A - 1) M I r 60L ID 5UB6TRA T E SOLID SUBSTRATE (DIV 2 5►•+GF' A - 1 y - 1'•0' 8' '_ 3�2 1 M -3 4 LONG SLAB OVER 4 Roue - - _ SEE p a1 i_ 9/P80 FOR T . __ , NT5 _ -- _ - - 3 8 FOOTING RUGTION DRAIN GONST _ OVER VAPOR BARRIOR ?' -0' 8' i0' FOO 1 N t.5. laly SHEET A - I) DRAIN CONSTRUCT ION N.S NTS NT5 NTS (D'V 2 SHEET A -!) RETAINING WALL DETAIL RETAINING WALL DETAIL FOUNDATION DETAIL FOUNDATION DETAIL 3/4•�f-0�' 14 3 1 4!91-W 3/4•wf -W 7 3 /4•39f'.w 3 FOUNDATION DETAIL .. .�� � 3/4 4f-0r' NOTE: FOO'►ING DOES NOT SLIDE IN T4 :5 CONDITION FOOTING SPAN 5/8'x10' •SS �+' 1')C:'X3/16' SG W+OR ; :ONTA;-LY V STEEL PLA'E W«•SHERS • 4 -0' O.0 (DIV : SHEET .: -1% EXCEP- TOP OF SWAB AS NOTED ON SHE-'RWA' -- SGHEDt,�E - 'MIN. EMBEG i r (2) 0 4 BAR • TOP ` i •4 VER' 54R • 16' oc. x iDiV. 3 5f-EE' A -1) In' CLEAR X -� Z TOP OF PAR ~ N a 04 /ER" J ISA►R 3RbO • 8' oc , 1 " DAMP PROOFWs ( ptv I SO AV •4 HORZ BAR • 10' OC A r+ r ! • • s TILL W . 4 • j111 ►x t7 - s -SEE DETAIL 9/P8D FOR T .�1► _. :.. .. — • � � FFOOT DQA GGNS'Q,�C"►ON �' • •. • '• ' • • (1:>!V. 2 SHEET A•1) • • • -� ( A ' 0 4 BAR .'.ON* • € ' ' (C•v. 3 SHEE' A -') 80LID 'S15TR�+TE lew NTS NTS N' S FOUNDATION DETAIL _ FOUNDATI 15 a14••t-a 12 3/cwf_w AS NOTED ON SWEAI11111" L n400' AB X ?'X2'X3/i6' SJ2 STEEL PLATE CsRM"AR STRUCTURAL FILL " +"' SCHEDULE 1' Mk EMBED - alASHERS • 4' - OL. ' DIV. 3 SHEE A - I) - - __ _ (2) 04 BAR • TOP EX CEPT AS NOTED ON SAEARIL AL.L SCHEDULE SEE SITE SPE CIFIC FOUNDATION T� 1�R t+4 VERT FAR • 1 2' oc, FULL Fihl°•P.E_ I 1 MIN. E1r'8ED pETAIL FOR FOOTING " N HEIGHT OF WALL (DIV 3 SHEET A -►) GONSTRLIGTION. Y 1 1/2' CLEAR ECG E ±� - 12) BAR • TOP . � _ f7 { I 0 4 W10RIZ BAR 10' O.C., " CORNER � 04 VERT J BAR • b' oc L � - OVERLAP (DIV. 3 SHEET A NOTE SDa MUST BEM _ d) FABRIC - MIRAFI A ►7 PLACE PRIOR TO P - � IDIV- 3 SHEET A -1- WOx OR EQUAL r BACKFiLL OF WALL. �• - -.+--- •.".••.�_ DAMP PROOFING ( Div. 1 514T AI) _ •4 v. 3 J BAR -1 O.C. ALTE'�, BENDS "' (Di 3 SHEET A - U 0 4 HORX BAR • 10' oc TKsHTL INE w 1' -6' OVERLAP (MIN) 'f 6147LINE T OF SL (DIY. 3 SWEET A-1) TOP_ OF FT'G - - R - t DAMPPROOF Ws (DIV. 1 SHEET A- MASHED 1/8' MATERIAL ' !' rKsW1LITNE T'•0' MIN. OVER •i .M •. •, c° .� • 1 > TOP OF F'T'C • w 1�witirb.I1. •. • (5) 0 4 BAR CONT FOOT GDRAIN - i :• < (DIV. 3 SWEET A -1) 0 •� ( t W. •'r € `- -+•+�- 6EE DETAIL "0 FOR FOOTING ► ' ' 4" RKsID PERFORATED PIPE �i -~ •'• •� - SEE DETAIL SPSO FOR - ~ . 1 DRAM GO'NSTRLiGTION (DIV. 1 SWEET A - U ' (4L Mk SLOPE) FOOTING DRAM 0 "TRUCTION •b (DIV. 2 SHEE A -1) 6OL ID SUBSTRATE cq ►1 8 8 8 (3) 0 4 BAR CONT. (DIV. 3 SWEET A -1) 60LID SUBSTRA E • 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARR + + - 1 - ---- -- 5 /8'Ox10' A.5. u1/ 2'X2'X3A6' S.Q 5 /8'#xV A.B. LIV 7 S Q NOTE: 5r�'Ox10' A.B. W/ 2">0'X3,16' S.Q. 6TM_ PLATE WASHERS • 4 -0' STEEL PLATE WASHERS • 4' -0' F'OOTiNG DOES NOT SLIDE 'N THIS STEEL 'P'LAT'E WASHERS • 4 -0' D.G. (D 3 544EET A -1) EXCEPT OC. (DIV. 3 SHEET A-!/EXCEPT CONDITION, FOOTING SPANS O.0 (D'V 3 SWEET A -') EXCEPT AS NOTED ON SHEARILIALL AS NOTED ON SHEARWALL W+ORIZCNTALLY. AS NOTED ON 511EARWALL 6GHEDULE 1' MIN EMBED 60 -fDULE MN EMBED SCHEDULE 1' MIA, EMBED, TOP OF SLAB _ VEH!C J AR 5URC*4ARGE I TOP OF SLAB (2) 0 4 BAR • TOP - • -- ; Ems- 1) 04 BAR • TOP (?) •a BAR • *OP me fill - •. • h 0 4 ART BAR • 9' OC, FULL � � ' • - *4 AR' BAR • 10' oc. 9JLL � .n 1 •a • OC, a +- Wa�� I= 1••E Ks+»t 1►4L_ I VERT BAR . 7 u (DIV 3 SHEET A -1) TOP OF .BAR • ' . (A v. 3 S►rEE A - 1) . BAR TOP OF HE �CsHT OF WA` _ ..., , (DIV. 3 SHEET A -1) d5 ART BAR OR 60 • 3' oc �i � - - -- i' � t5 ✓ it BAR .*%O • 5' oc � -' - - r • R' • ' NOTE SD T IN 3 SHEE A - 1) • •� J BAR b oc _ (Div. 3 S++EET A -;) G MliS BE 40:v. ' + . f PL ACE PR' OR TO,j, --!1 - I t0 v 3 SNEE •• •' i/?' CLEAR ;p BAOgILL OF W ALL 1 1�1' CLEAR € In' CLEAR 11 4 -M BAR • 8 oc • : �4 +0 •11'<Z BAR • 8' oc • 4C,-V. 3 SHEET A -1) Ci 4 3 SHEET A - ► A WORZ. BAR • 10' oc iv fDl ✓. 3 SHEET A -1) STOP JF FINI DAMP PROOFING l DIV 1 IWT AI) w ( Ag - DAMP PROOFING � �I _ _ i - _ - , .'• ' DAMP PROOFING (Dtv 1 �' A0 4-- TC44TLINE a (V �yG — T�HTLI►� - •4 BAR 4' -0' • g• a • TOP OF " ..I�t- ai�..i:::O1 ` : '4 .FOR: 3 -0' BAR • 0' a I i I •`�.G 4D iv 3 9+~+EE' A - U 1 IA , v. 3 SWEET A • ) _ . -- •4 4OR: BAR T - 0' • 10' oxa ..1,. T FT Cs m -aim (,) •4 BAR. do Ti• .- _ .. • ` - - W 0 4 BAR CONT -, .. -.. e l • •' ' .: (DIV. 3 SWEET A -!) . • t - (1) . BAR DONT. I . (Div. 3 SHEET A -I) �' I3) A' OE (PV. SOLID St�3TRA'E � � SOLID S1�6TRATE 3 "ET A-0 bMID %MTR - WE DETAIL VROO FOR 4' CONG 6LAId CAR 4' ROCK 4' - 8' FOOTING DRAIN CONSTRUCT ION Y jr r kd MCR VAPOR BARR -OR SEE 7E" S IL "D FOR X T S f DI V. 2 SWi1EE T A -0 NTg NTS �"' - .p' - _ __..�' - m' FOOT!►NG M-N CONSTRUCTION (01Y. 2 "E A-! ON DETAIL FOUNDATION DETAIL FOUNDATION DETAIL scot -w 3ACNI ar r...�. L L i N it t •V ►i p TRUE I i .•• a... ...... ...r� l- :wt.•aE:..3• �.�.'!�. ' .- �.'7Tr11 .. ._ �. Y w.•.: .rn.• •-•. • M'r•� ' t 5.'8'#x10' AB W/ 2')2'X3/16' 5 FOOTING DOES NOT SLIDE IN THIS STEEL PLATE WASHERS • 4'- CONDITION, FOOTING SPANS CC. (DIV. 3 SHEET A -U EXGE - 5/8'x10' A.B. V ?'X2'X3nb' 5Q PORIZONTALLY. AS NOTED ON SWEARI TALL STEEL PL,.TE WASHERS • 4'-0 ?BC.WEDULE 1' MIN EMBED. E _ _ G.G. (DIV. 3 SHEET A -1) EXCEPT AS NOTED ON SHEARWALL TOP OF SLAB j VEHICULAR SUF3'..�•+A%F_ • SCHEDULE 1' MM EMBED. �'` ,,—�_- (2 ) 0 4 BAR •TOP ^ -- 1 - - (2) 0 4 BAR • TOP ar • ART. BAR (9'•0' 1"11N) • 12' oc (DIV. 3 SHEET A -1) ' • s 44 vE I , BAR • 16' OC, R4LL 1 Ir1' CLEAR �- ► z . HE <*4T OF WALL AS NOTED ON SWEAI11111" L n400' AB X ?'X2'X3/i6' SJ2 STEEL PLATE CsRM"AR STRUCTURAL FILL " +"' SCHEDULE 1' Mk EMBED - alASHERS • 4' - OL. ' DIV. 3 SHEE A - I) - - __ _ (2) 04 BAR • TOP EX CEPT AS NOTED ON SAEARIL AL.L SCHEDULE SEE SITE SPE CIFIC FOUNDATION T� 1�R t+4 VERT FAR • 1 2' oc, FULL Fihl°•P.E_ I 1 MIN. E1r'8ED pETAIL FOR FOOTING " N HEIGHT OF WALL (DIV 3 SHEET A -►) GONSTRLIGTION. Y 1 1/2' CLEAR ECG E ±� - 12) BAR • TOP . � _ f7 { I 0 4 W10RIZ BAR 10' O.C., " CORNER � 04 VERT J BAR • b' oc L � - OVERLAP (DIV. 3 SHEET A NOTE SDa MUST BEM _ d) FABRIC - MIRAFI A ►7 PLACE PRIOR TO P - � IDIV- 3 SHEET A -1- WOx OR EQUAL r BACKFiLL OF WALL. �• - -.+--- •.".••.�_ DAMP PROOFING ( Div. 1 514T AI) _ •4 v. 3 J BAR -1 O.C. ALTE'�, BENDS "' (Di 3 SHEET A - U 0 4 HORX BAR • 10' oc TKsHTL INE w 1' -6' OVERLAP (MIN) 'f 6147LINE T OF SL (DIY. 3 SWEET A-1) TOP_ OF FT'G - - R - t DAMPPROOF Ws (DIV. 1 SHEET A- MASHED 1/8' MATERIAL ' !' rKsW1LITNE T'•0' MIN. OVER •i .M •. •, c° .� • 1 > TOP OF F'T'C • w 1�witirb.I1. •. • (5) 0 4 BAR CONT FOOT GDRAIN - i :• < (DIV. 3 SWEET A -1) 0 •� ( t W. •'r € `- -+•+�- 6EE DETAIL "0 FOR FOOTING ► ' ' 4" RKsID PERFORATED PIPE �i -~ •'• •� - SEE DETAIL SPSO FOR - ~ . 1 DRAM GO'NSTRLiGTION (DIV. 1 SWEET A - U ' (4L Mk SLOPE) FOOTING DRAM 0 "TRUCTION •b (DIV. 2 SHEE A -1) 6OL ID SUBSTRATE cq ►1 8 8 8 (3) 0 4 BAR CONT. (DIV. 3 SWEET A -1) 60LID SUBSTRA E • 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARR + + - 1 - ---- -- 5 /8'Ox10' A.5. u1/ 2'X2'X3A6' S.Q 5 /8'#xV A.B. LIV 7 S Q NOTE: 5r�'Ox10' A.B. W/ 2">0'X3,16' S.Q. 6TM_ PLATE WASHERS • 4 -0' STEEL PLATE WASHERS • 4' -0' F'OOTiNG DOES NOT SLIDE 'N THIS STEEL 'P'LAT'E WASHERS • 4 -0' D.G. (D 3 544EET A -1) EXCEPT OC. (DIV. 3 SHEET A-!/EXCEPT CONDITION, FOOTING SPANS O.0 (D'V 3 SWEET A -') EXCEPT AS NOTED ON SHEARILIALL AS NOTED ON SHEARWALL W+ORIZCNTALLY. AS NOTED ON 511EARWALL 6GHEDULE 1' MIN EMBED 60 -fDULE MN EMBED SCHEDULE 1' MIA, EMBED, TOP OF SLAB _ VEH!C J AR 5URC*4ARGE I TOP OF SLAB (2) 0 4 BAR • TOP - • -- ; Ems- 1) 04 BAR • TOP (?) •a BAR • *OP me fill - •. • h 0 4 ART BAR • 9' OC, FULL � � ' • - *4 AR' BAR • 10' oc. 9JLL � .n 1 •a • OC, a +- Wa�� I= 1••E Ks+»t 1►4L_ I VERT BAR . 7 u (DIV 3 SHEET A -1) TOP OF .BAR • ' . (A v. 3 S►rEE A - 1) . BAR TOP OF HE �CsHT OF WA` _ ..., , (DIV. 3 SHEET A -1) d5 ART BAR OR 60 • 3' oc �i � - - -- i' � t5 ✓ it BAR .*%O • 5' oc � -' - - r • R' • ' NOTE SD T IN 3 SHEE A - 1) • •� J BAR b oc _ (Div. 3 S++EET A -;) G MliS BE 40:v. ' + . f PL ACE PR' OR TO,j, --!1 - I t0 v 3 SNEE •• •' i/?' CLEAR ;p BAOgILL OF W ALL 1 1�1' CLEAR € In' CLEAR 11 4 -M BAR • 8 oc • : �4 +0 •11'<Z BAR • 8' oc • 4C,-V. 3 SHEET A -1) Ci 4 3 SHEET A - ► A WORZ. BAR • 10' oc iv fDl ✓. 3 SHEET A -1) STOP JF FINI DAMP PROOFING l DIV 1 IWT AI) w ( Ag - DAMP PROOFING � �I _ _ i - _ - , .'• ' DAMP PROOFING (Dtv 1 �' A0 4-- TC44TLINE a (V �yG — T�HTLI►� - •4 BAR 4' -0' • g• a • TOP OF " ..I�t- ai�..i:::O1 ` : '4 .FOR: 3 -0' BAR • 0' a I i I •`�.G 4D iv 3 9+~+EE' A - U 1 IA , v. 3 SWEET A • ) _ . -- •4 4OR: BAR T - 0' • 10' oxa ..1,. T FT Cs m -aim (,) •4 BAR. do Ti• .- _ .. • ` - - W 0 4 BAR CONT -, .. -.. e l • •' ' .: (DIV. 3 SWEET A -!) . • t - (1) . BAR DONT. I . (Div. 3 SHEET A -I) �' I3) A' OE (PV. SOLID St�3TRA'E � � SOLID S1�6TRATE 3 "ET A-0 bMID %MTR - WE DETAIL VROO FOR 4' CONG 6LAId CAR 4' ROCK 4' - 8' FOOTING DRAIN CONSTRUCT ION Y jr r kd MCR VAPOR BARR -OR SEE 7E" S IL "D FOR X T S f DI V. 2 SWi1EE T A -0 NTg NTS �"' - .p' - _ __..�' - m' FOOT!►NG M-N CONSTRUCTION (01Y. 2 "E A-! ON DETAIL FOUNDATION DETAIL FOUNDATION DETAIL scot -w 3ACNI ar r...�. L L i N it t •V ►i p TRUE I i .•• a... ...... ...r� l- :wt.•aE:..3• �.�.'!�. ' .- �.'7Tr11 .. ._ �. Y w.•.: .rn.• •-•. • M'r•�